6 OBER ST - BUILDING INSPECTION 3 �Z�3�
�g � � � �?;,1..;� ��.��� �,:�.
I �, The Commonwealth ofMassachusetts ��}$PECTIO AL S
°� Board of Building Regulations and Standards ���'
' Massachusetts State Building Code, 780 CMR SALEM
Building Permit Application To Construct,Repair,Renovate Or De 10�4s�UN �vi�ed�r(�iJ�]/
One-or Two-Family Dwel(ing
This Section For Official Use Only
Building Permit Number: Date Appli :
� 63 �
Building Official(Print Name) Signature � Date '
SECTION 1:SITE INFORMATION
1.1 Property Address: � 1.2 Assessors Map&Parcel Numbers
„ , - 6 Ober Street �6 0111
l.la Is this an accepted s[ree[?yes X no Map Number Parcel Number .
13 Zaning Informadon: 1.4 Property Dimensions: . ��
R1 residence-no change � ,
Zoning District Proposed Use Lot Area(sq fl) Frontage(R)
1.5 Building Setbacks(ft) n/a
Front Yard Side Yards �Rear Yard
� Required Provided Required Provided Required Provided
1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Inforroation: 1.8 Sewage Disposal System:
� Public❑ Private❑ Zone: _ Outside Flood Zone?
Check if yes0 Municipal 0 On site disposal system ❑ .
SECTION 2: PROPERTY OWNERSH[P�
2.1 Owner�of Record:
Mark Carr Salem, MA 01970
Name(Print) Ciry,State,ZiP
6 Ober Street � g78-744-2302 kramr@aol.com �
No.and Street � Telephone Email Address
SECTION 3:DESCR[PTION OF PROPOSED WORK2(check all that apply)
New Construction❑ Exis[ing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑. Addition ❑
Demolition ❑ Accessory Bldg.❑ Number of Units Other L4 Specify: solar
Brief Descrip[ion of Proposed Work2: Installation of a 7.25kW roof mounted solar array using 29 ReneSola
JC250M-24/Bb modules,29 Enphase M215-60-2LL-522 micro inverters,and all associated electrical work.
SECTfON 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: OffiCial Use Only
Labor and Materials
1. Building $ 7,000 ' . 1. Building Pertnit Fee:$ Indica[e how fee is determined:
❑Standard City/Town Application Fee
� 2.Electrical $ 27,000 � ❑To[al Project Cost�(Item 6)x multiplier x �
3.Plumbing $ 2. Other Fees: $
' . � 4.Mechariical (HVAG� $ List:
� 5�.Mechanical (Fire $ �
ISu ression Total All Fees:$
6.Total Projeet Cost: $ 34,000 Check No. Check Amou�r. Cash Amounr.
❑Paid in Full ❑Outstanding Balance Due:
C�p s�,T r� R� s ��3
� SECTION 5: CONSTRUCTION SERVICES
5.1 ConstrucAon Supervisor License(CSL) 102054 10/6/14
� Michael Rotondo License Number Expiration Date
Name of CSL Holder
61 Gellette Road Cist CSL Type(see below) �
No.and Stree[ Type - Description
U Unrestric[ed Buildin s u to 35,000 cu.ft.
Fairhaven, MA 02719 R Reshicted 1&2 Famil Dwellin
City/I:ow��/ Sle�e,-ZIP � M Mason
��,�( � RC Roofin Coverin �
. ���-4� WS WindowandSidin
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 HIC Regis[ration Number Expiration Date
HIC Company Name or ffiC Registrant Name - �
32 Taugwonk Spur,Al2 kimberly.hendel r sener
Nd.and Street @ 9 9Y.com
Stonington,CT 06378 860-535-3370 Email address
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. Failure to provide
this affidavit will result in the denial of[he Issuance of the building permit.
Signed Affidavit Attached? Yes .......... C� No...........❑ -
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize Alteris Renewables dba RGS Enerqy .
to act on my tiehalf,in all matters rela[ive[o work authonzed by this building permit application.
see signed authorization form attached � � a�' � �
Print Oumer's Name(Electronic Signa[ure) Date
SECT[ON 7b:OWNER� OR AUTHORIZED AGENT DECLARATION
By enteria my name below,I hereby attest under the pains and penalties of perjury that all of the informa[ion
contained i this applica_tion is true and accurate[o[he best of my knowledge and understanding. �
v(I��r I
Print O er's or Authorized AgenPs Name(Electronic Signature) ate �
NOTES:
1. An Owner who obtains a building permit[o do his/her own work,or an owcer who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbiVation
program or guaranty fund under M.G.L.c. 142A.Other importan[information on the HIC Program can be found at
. www.mass.eov/oca Infocmation on the Construc[ion Supervisor License can be found at www.mass.eov/dps
2. When substanual work is planned,provide the information below:
Total floor azea(sq.ft.) � (including gazage,finished basemenUattics,decks or porch) �
� Gross living area{sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of halfMaths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
� 3. "Total Project Square Footage"may be subs[i[uted for"Total Projec[CosP'
. ��,+f�� RGS i ENE�GY . .
�/r� Clean Parer.BrlBht Savings.
Pro e Owner Consent Form I
P i'tY
, Owner: �a�1�C C.�s-t C'
Address: � ('� L� g,F-
Town: ,�e.,l�
State: M� I
. Zip: O t 9?0
;
• Phone: 97� �k4 a�3oot
3�
� I hereby give permission to RGS Energy and their
� representatives to pull the required permits for a solar
installation on my property.
, - � C� 3/-���`�
± Property 0wner - Date
,
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- � 31 Taugwonk Spla,Al2.Smningtoq LT 06378 � tel.86(1.535.3370 � fen 4I3.6832225 � R(iSL•1�erg}�a�iin
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Home lm�rovement Contrnctor Re�¢isvarion
Rep(fuaUon: 182709
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Eamitlilon: if8l2015 TA 2772t2
ALTERIS RENEWABLES IMC.
MICHAEL ROTONDO "" �'"-,
32 TAUGWONK SPUR A72 --
STONINGTON, ct 08378
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,4co^iz0� CERTIFICATE OF LIABILITY INSURANCE DATE�MMIDD/YYYY)
�� viizo�5 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 NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
6ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
�REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certiFlcate holder is an ADDITIONAL INSURED,the policy�ies)must be endoreed. If SUBROGATION IS WAIVED, subject to
lhe terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate dces not confer rights to the
certiflcale holder in Iieu ot such endorsement s.
PRODUCER Lockton Companies,LLC Denver NAMEp�T
8110 E.Union Avenue PNONE �
� Suite 700 ac xo:
E�MAIL
Denver CO 80237 AODRESS:
(303)414-6000 INSURERSAFFOROINGCOVERAGE NAIC71
iNsunenn:FirstS ecial InsuranceCo oration 34916
. iNsuaeo p�terisRenewables,Inc. ir+surseRe: ' '
1344665 dba Real Goods Solar iNsuneR c: am ' er nsutance C 12203
dba RGS Energy msuaEa o:Starr Indemni &Liabili Com an 38318
32 Taugwonk Spur,Unit A 12 INSURER E:
Stoningfon,CT 06378 � .
INSURER F:
COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUREO NAMED ABOVE FOR THE POLICY PERIOD.
INDICATED. NOTWITHSTANDING ANY RE�UIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAV PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BV PAID CLAIMS.
�LTR �EOFINSURANCE �D SUBR pOLICYNUMBER MMIDDYIYYri MMNUYEXP LIMITS
A GENERALUABILRY � N N IRG200052601 I/1/2014 I/1/2015 �
OAMAGETORENTE�
MMERCIAL GENE BILITY PREMISES(Ee occurrance) $ SO OOO
CLAIMSMADE�OCCUR MEO E%P An one rson
� PERSONALBADVINJURY $ ]�OOO�OOO
GENERALAGGREGATE � S OOO
GEN'LAGGREGATELIMITAPPl1E5PER: PRODUCTS-COMP/OPAGG OOOOOO
POLICY X EC LOC � $
B AUTOMOBILELIABILRY N N BAP5852403 1/]/2014 1/1/2015
- (Ee ecciaenp S
X ANVAUTO BODILYINJURY(Perperson) § ��� ��X
X ALLOWNED SCHEDULED BOOI�VINJURV Peracciaent $
AUTOS AUTOS
NON-0WNED PROPERTVDAMAGE $ XXXXXXX
X MIREDFUTQS X AUTOS
' EXXXXXXX
C X UMBneLwLIAB X� OCCUR N N 000557241 I/12014 I/I/2O1S EACHOCCURRENCE S �OOOOOOO
� }(. EXLESSLIAB CLAIMS-MAOE �000020609 I/1/2��4 1/1/2015 qGGREGATE $
DED RETENTIONE � $
B WORKERSCOMPENSATION N q -
ANDEMPl0VER3'LIABILRY ��N WC58524OS � I/I/2014 �/�/ZOIS X TORYLIMIT ER
ANYPROPRIEfOW➢ARTNEWEXECUTNE E.L.EACHACCIOENT E
OFFICEfLMEMBEREXCLUDED'! � N�p
(MentlebryinNN) E.I.DISEASE-EAEMPLOYEE E 1 OOOOOO
rtya:,aa�ea�oea.
DESCRIPTIONOFOPERATIONSbelow E.L.DISEASE-POLICVLIMIT $ O
OESCRIP1qN OF OPERAilON51 LOCATONS/VEHICLES (Attach ACORD 101,Atltlftlanai RemarFa Schodule,il mora apace ia repuiretl)
CERTIFICATE HOLDER CANCELLATION
� SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
� THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
, � . ACCORDANCE WITH THE POLICY PROVISIONS.
. �'16'Sa'1�'3 AUTHORIZE�REPRESENTATIVE
For Evidence Only
�
ar�c l� ` �..�
ACORD 25(2010/OS) 71ieAGOno nama and�ogo are reg�smretl marke otAGORD c� 88-2010 ACORD CORP 710N.All rights reserved
� The Commonwealth of Massachusetts
Department of Industrial Accidents
� Office of Investigations
600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Af6davit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Leaiblv I
Name(eusinessiOrga��za��on/inaividuaq: Alteris Renewables, Inc. dba RGS Enerqv
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. X❑ I am a employer with 120 4. ❑ I am a gcneral contractor and I 6. ❑New construction
employees(full and/or part-time).* have hired the sub-con[ractors
2.❑ I am a sole proprietor or partneo- listed on the attached shect � �� ❑ Remodeling
ship and havc 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.] ofticers have exercised their
10.❑ Electrical repairs or additions
3.Q I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions
myself. [No workers'comp. c. 152, §1(4),and we have no 12.❑ Roof repairs .
insurance required.] t � � employees. [No workers' �
comp. insurance required.]
13.0 Other solar panels
. *Any applicant that chccks box#I must also fill out[hc sec[ion bclow showing thcir workcrs'compcnsalion policy informatioa �
t Homcowncrs who submit lhis affidavit indica[ing[hcy arc doing all work and[hen hirc oulsidc contractors must submi[a ncw affidavit indicating such. I
2Contrac[ors Ihat chcck lhis box mus[attachcd an addilional shcet showing[hc namc of lhc sub-con(ractors and[hcir workcrs'comp.policy in£ormation.
/am an employer lhat is providing workers'compensation insurance for my emp[oyees. Be[ow is the policy and job site
informatiaa �
Insurancc CompanyName: Zurich American Insurance Co.
Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015
Job Site Address: 6 Ober Street City/State/Zip: Salem, MA 01970
Attach a copy ot the workers'compensation policy declaration page(showing the policy nomber and expiration date).
Failure[o secure coverage as requircd under Section 25A of MGL c. ]52 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Oftice of .
Investigations of the DIA for insurance coverage vcrification. '
/do hereby cerh �'nde ? e pa�d penalties of perjury that the information provrded above is true and correct
S�ature: ����G Date� �I�AI�'1
Phone#: ($60)535-3370
Official use only. Do not write in this area,to be completed 6y 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.Othcr
Contact Person: Phone#:
. Apri128, 2014
To: Code Enforcement Division I
From: James A. Marx, Jr. P.E.
Re: Engineer Statement for Carr Residence, 6 Ober St., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Main(one
layer shingles): 2" x 6" rafters at 24"o.c., having roof slope distance 15'-6" and rafter I
span I1'-0"; pitch 40 deg.; for mounting of solar panels and their installation will satisfy
the structural roof framing design-loading requirements of the Massachusetts building �
code—780 CMR Residential Code 8th Ed. '
For the installation of the solar mounting, the Unirac Solarmount rails will be anchored to
the rafters with L-foot supports with Ecofasten Green Fasten GF1 flashing and ECO-CP- ,
SQ Bracket located on the center of the rafrers and will be securely fastened to the rafters '
at 24" sp. typ. with 5/16"x 4" SS lag bolts. The mounting system has been designed for
wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All
attachments are staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endorse the solar panel installation and certify this design to be structurally
adequate.
Sincerely� 0���,lTH OFM�SS
9
v� J^MEsn M�RX,JR. �yN ,
CIV�� y
A ,r N�'36365 ti I�
� �Gi O Q'
James A. Ma�, Jr. y�� �� �s`r�O,yALEEN���N��
Professional Engineer ID-�
MA 36365
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
�- —
' Apri128, 2014
To: Code Enforcement Division �
From: James A. Ma�, Jr. P.E. i
Re: Engineer Statement for Carr Residence, 6 Ober St., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Main (one
layer shingles): 2"x 6"rafters at 24"o.c., having roof slope distance 15'-6" and rafter
span 11'-0"; pitch 40 deg.; for mounting of solar panels and their installation will satisfy
the structural roof framing design-loading requirements of the Massachusetts building
code—780 CMR Residential Code 8th Ed.
For the installation of the solar mounting, the Unirac Solarmount rails will be anchored to I
the rafters with L-foot supports with Ecofasten Green Fasten GF1 flashing and ECO-CP-
SQ Bracket located on the center of the rafters and will be securely fastened to the rafters
at 24" sp. typ. with 5/16"x 4" SS lag bolts. The mounting system has been designed for
wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 ps£ All
attachments are staggered amongst framing members.
The Photovoltaic system and the mounting assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endorse the solar panel installation and certify this design to be structurally
adequate.
Sincerely, �o���P�T�,�FM�s9
s
� J�ES� M�r�fR �c '
.� civi� �
�7O � A/O.36�65 yy
James A. Ma�, Jr. y/2�'/i� "`�`s��`'isrEREo ��cp.--
Professional Engineer s��'��L ENG��"
MA 36365
10 High Mountain Road
Ringwood, NJ 07456
ca RGS Ener
gY
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PROJECT DESCRIPTION � x , s,� �, ,tr,�`� , a� ; ,,�- - u �� � °ES'�"^"°o���"GBY:
� - �' i�a s � ^� �` . § a sx s � JOFIN I1ENLtY �✓ .�.
Tt115 7.25 kW ROOF-MOUNTED PIIOTOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT �• ; � , ' w. g �u &p ,� � .,,�� p �^��`P:�,����a^
TI1E CARR RESIDENCE AT S OBER STREET IN SALEM, MASSACFIUSETTS. _ �� ,�< ' ` w' �; ' u '�'s, � z " �a;: � O � 1`.E+�
� .�'s tc�msl,� .. . . y T • pnynon�.. .. -� ,�. __ .� ���. �`� "�*� [1�L:9EI�QOOf
;TI1E ENER6Y PRODUCED BY TI1E PV SYSTEM SFIALL BE INTERCONNECTED WITi1 TI1E �' '; ; a '� ,�:, � > � , * '; .a�tsp4�At31aq ,q
UTILIIY GRID TFiROUGti TF1E EXISTING ELECTRICAL EQUIPMENT AT TF1E MAW SERVICE k,'�`�,�'� s ' ; -'-' � •����� ; A; "'" "" � �, "' � SCPISOLI�I�
' PANEL. NO BATTERIES. j °'�` � ` �ze ' ,
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GOVERNING CODES � ,�M ' ' "' ��<a�*�: � „ ��. ��,� ,�'' ; � . �, y.,;
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20I 4 NATIONAL ELECTRICAL CODE .,,� �' �� 9_ ' � � '�� "° L q �'
20I 2 INTERNATIONAL BUILDING CODE ' ` � � ry ��%S� £ � ' '°� '"o�,.s = K' `" j
UNDERWRITERS LA80RATORIES (UL) STANDAIZDS � `� ."' �� � . �a h ,,±��
OSHA 29 CFR I 91 0.269 � ' �` ` � ' � ` _ ` a>' Contractor:
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SITE SPECIFICATIONS � s , � �� ` �'� . ��� .,,. � . �� ,�v ,� ,;,• .� � %j ,��
OCCUPANCY: II - SINGLE FAMILY DWELLING ' x" P1 ' a�� „ �a � "� �s� � � � ' � �
DESIGN WIND SPEED: I I O MPFi r ' µ"."' *� �.y� � � , RGS � ENE�GY
F�(POSURE CATEGORY: B �� t i ''`�+. y& � i� cie.�roHo,s,�x,�sa.ma:.
GROUND SNOW LOAD: 45 PSF ° *�' � " �
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� � VICININ MAP ��
— PROJECT LOCATION �ouisva�e, co eooz�
� � � P7149194171 �
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LONSTRUCTION SUMMARY CONSTRUCTION NOTES a �oHNhEN�er �/� �r,
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DESCW�ION DATE REV
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DESCRI�TION DATE REV
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���� �� � �� PART I —GENERAL 1.3 SUBMITTAL � B. Fasteners(may be supplied by others)to be
.k!'�� A. Submit manufacturer's written specifcations. compatible with chosen roof application and
'� � i's,�( l.l SUMMARY B. Submit standard product cut sheets. � meet specified pull out values as shown in load
'�� f'r,g��,E. A. WORK INCLUDES C. Submit installation instruc[ions. tert data.
�^ ' �`�, I. GreenFasten solar attachment bracket that D. Submit produc[speciflc load test data,showing C. Base Flashing is.032 gauge aluminum embossed
a attaches directly to the roof deck
' le�� .uhtimate and allowable load values. to accept EPDM bushing.
{,t c"' 2 Provide appropriate bracket and fasteners -
},� forthe roof rystem. �.4 QUALITYASSURANCE D. Bushing is EPDM.
.���;���."��y,. B. RELATED SECTIONS Installerto be experienced in the installation of E Stainless steel bonded washer is 302 rtainless
�,'�' I.Section 07600:Flashing and Sheet Metal specified roofng material and snowguards for no less and EPDM.
�'.� ±y.�'^: 2 Section 07500:Roofing than 5 years in the area of the project.
'��,��:.\i'�;, 3.Division I:Administrative and procedural 2.3 FlNISH—Mill Finish
�`'�,� �� �-�.. requirements � I.5 DELIVERY/570RAGE/HANDUNG A. Bracket is mill fnish aluminum
E �"�Y° � ��s' �" 4.Division7:Thermal and Moisture Protection Insped material upon delivery.Notify manufacturer
w B. Base flashing(choose one)
� ' ^� � within 24 hours of any missing or defective items.Keep
ikr �� ��-�fi�� "rf �� � � 11 SYSTEM DESCRIPTION matenal dry,covered and off the ground until installed. I.Mill Finish �
��k`'� E v A. COMPONENTS:
w` I. GreenFarten rtem consists of aluminum 2.Black-kynar painted
,��l,��k � �� v ''/ PART 2 - PRODUCTS
�1 1 � flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted
� t � � 3 bonded rtainless steel and EPDM�washer.
, �� :'k rt �y'�,'�,, � Z.I MANUFACTURER . � �
; �. a � 2. Fasteners EmFasten Solar° PART 3 - EXKUTION
. M � ' .� A.To be of inetal com atible with aluminum
� . «�� �" o P 289 Harrel St Morrisville,VT.05661
� � a a � r GreenFasten components. (877)859-3947 3.1 EXAMINATION
� +��x ��. a B.Fasteners should be seleded for
�, n www.eco(astensolar.com. A. Substrate�Insped s[rudure on which brackets
,, `.�r , �', compatibility with the roof deck. are to be installed and verify that it will withstand�
� � ��� �� s CFastener s[rength should exceed or be equal z z_ MqTER1AL5 any additional loading that it may incurred.Notify
o to that of the allowable load of the s rtem.
�� t ��"�6 �� o Y A. Attachment Bracket General Contrador of any defciencies before
. y. v See tert data at www.ecofastensolar.com 6000 Series Aluminum (choose one) installing EcoFasten Solar brackets.
` � � 3. Sealant if re uired 6 roof manufacturer
�� � ( q Y �� L F-I I I B. Venfythat roofng matenal has been insta�led
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�� .� � ; � o to be roof manufacturer approved. �
� , i � 4. Aluminum attachment bracket 2. �L-101-3" correcty pnorto installing solar attachment brackets.
' �� � � 3. L-102-3"
^ r� • "-. _ � � 3.2 INSTALLATION �
� . G� M B. DESIGN REQUIREMENTS: 4. CP-R A. Com I with architectural drawin s and
�` 5. CP-5 P Y g
'�c� w � „� I. Bracket spacing to be recommended by Q �
�' � m ' 6. SL-102-6" projed engmeer's recommendations for location
� project engineec
4� `�m 2. Install a minimum of one fastener assembly �� Z-101 - of system.Comply with Manufadurers written .
� � 8. Custom � installation inrtructions for installation and layout.
0 3. It is important to design new strudures or
� , � o assess exirting structures to make sure that . -
"' they can withstand retained loads.
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�',+{) American Wood Council Lag Bolt Pull-Out Ualues
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4 � , � �#� � �,� � qerinch thread depth �
f}��F�r•� �n w Douglas Fir,Larch .50 266 .
A�� u� � � Douglas Fir,South 46 235
�1� k`� � ;�, i c Engelmann Spruce,lodgepole Pine .46 235
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�'�� � � Hem,Fir,Redwod (close grain) .43 212 �
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� k�`j... {�=- � , Southern Pine .55� . 307 Depth
.� � � � � , � Spruce,Pine,Fir .42 205 �
t ,r� n � Spruce,Pine,Fir .50 266
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SolarMount Technical Datasheet
Pub 110818-1td V1.0 August 2017
SolarMount Module Connection Hardware.................................................................. 1 I
BottomUp Module Clip.................................................................................................1
MidClamp....................................................................................................................2
EndClamp........................................................................................:...........................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot..........:................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
Washer • Bottom Up Clip material: One of the following extruded aluminum
Boftom * N�� (hidden..see . alloys: 6005-T5, 6105-T5,6061-T6
Up Clip �o • Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: ClearAnodized
• Bottom Up Clip weight:—0.031 Ibs(14g)
Beam Bolt ' A�lowable and design loads are valid when wmponents are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• � ' • Assemble with one'/,"-20 ASTM F593 bolt, one Y,"-20 ASTM F594
serrated flange nut, and one '/."flat washer
• Use anti-seize and tighten to 10 ft-ibs of rorque
� ' • 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
�� i Applied Load� Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
i � � � �� Ibs(N) Ibs(N) PS Ibs(N) m
� � �c '�N Tension,Y+ 1566(6967) 686(3052) 228 1038(4615) 0.662
� b_^ Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) 0.441,
�..X "' Sliding,Zt ss�zs2� 2���is� z.aa 41 (181) o.sis
' Dimensions specified in inches unless noted .
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AHILTIGHOUPfOMP�NY '.
� SolarMount Mid Clamp
Part No.302101C,302107D,302103C,3021040,
302705D,302106D .
� rra Bolt • Mid clamp material:One of the following extruded aluminum
Mid �a e Nu alloys: 6005-T5,6105-T5,6061-T6
Clamp • Ultimate tensile: 38ksi,Yield: 35 ksi ,
� • Finish: Clear or Dark Anodized
• 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 Y<"-20 T-bolt and one Y4'-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
� ��^^��T�--'��� Direction Ultimate Load Factor, Load Factor,
��PNM00i1�' �� _..—_ Ibs(N) Ibs(N) FS Ibs(N) m
Tension,Y+ 2020(8967) 891 (3963) 2.27 1348(5994) 0.667
Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665
� � - _ Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0.620
��X
Dimensions specified in inches unless noted � � -
SolarMount End Clamp
Part No.302001C,302002C,3020020,302003C,
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D, �
ao2oosc,3ozooso,sozo�oc,302017C,302012C • End clamp material: One of the following extruded aluminum
alloys:6005-T5,6105-T5, 6061-T6
����oh � Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: Clear or DarkAnodized
End clamp weight:varies based on heighk —0.058 Ibs(26g)
� d Clamp • Allowable and design loads are valid when wmponents are
Serrated assembled according to authorized UNIRAC documents
Flange Nut • Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble with one Unirac Y:'-20 T-bolt and one Y:'-20 ASTM F594
Bea serrated flange nut
• Use anti-seize and tighten to 10 R-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
��X • Modules must be installed at least 1.5 in from either end of a beam
i_ �s i Applied Load Average Allowable Safety Design Resistance
�9N1M 1� Direction Ultimate Load Factor, Loads Factor,
,E,;,,,, �� Ibs(N) Ibs(N) FS Ibs(N) m
�TM �� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 '
rao+ns
'"� Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330
'—
Sliding,Xt 142(630) 52(231) 2.72 79(349) 0.555
Dimensions speci ied=in.inshes.unless-raeted
a
• � � • . . . . :�U N I RAC�
n mm re0uv CortnnnNr
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D I
• L-Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6 , .
• Ultimate tensile: 38ksi,Yield:35 ksi ��.
• Finish:ClearorDarkAnodized
• L-Foot weight:varies based on height:—0215 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 k-Ibs of torque
- • Resistance factors and safety factors are determined according to part
� - - 1 section 9 of the 2005 Aluminum Design Manual and third-party test
Y - results from an IAS accredited laboratory
� NOTE: Loads are given for the L-Foot to beam connection only; be
��X � sure to check load limits for standoff, lag screw,or other
—� attachment method
'� x�� Applied Load Average Safety Design Resistance
T'�T'�" � Direction Ultimate Allowable Load Factor, Load Factor,
� ��"�°�� Ibs(N) Ibs(N) FS Ibs(N) m
�_=o�_,_r"'�' Sliding,Zt 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,Xt 486(2162) 213(949) 2.28 323(1436) 0.664
. . . . . . . . :e�UNIRAC
. AHIl11GRpUPf.OMV�NY
SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D
310208C, 310208C-8, 310240C, 310240C-B, 310240D,
410144M, 410168M,410204M,410240M ' �
Properties Units SolarMount SolarMount HD
Beam HeigM in 2.5 3A
� Approximate Weight(per linear ft) plf 0.811 1271
Total Cross Sectional Area in' 0.676 1.059
� Section Modulus(X-Axis) � in' 0.353 0.898
Section Modulus(Y-Axis) in' 0.113 0.221
. Moment of Inertia(X-Axis) in° 0.464 1.450
� � � Moment of Inertia(Y-Auis) in° 0.044 0267
� Radius of Gyration(X-Axis) in 0289 1.170
Radius of Gyretion(Y-Axis) in 0254 � 0.502
�. ; > .. ��� � �'�� 4 x,4+ :--,. ' �
t`�.�'v', s ' s,� 3 �.�r �'°�c�..'„�:f'� a �`.i.� s y�.
k t..�� t+Tt�"i°', �t .`� �' �h'�, i+a"v.
SLOT f-0R T-BOLT OR SLOT FOR T-BOLT OR 1'�28�
1�4" HD(HEAD SCJtEW 1/"HEX HEAD SCREW
2X SLOT FOR � SLOT FOR
BOTTOM CLIP 2.500 807iOM CLIP �
T 3.000
1
1.316 �
SLOT FOR O � � �
. �3�„ HEX BOLT SLOT FOR 1:385 .
3�" HEX BOLT I I
.367 J__L
J50�--►
1.zo7
� . Y Y 1.875 � �
, � �
� (-�s X �--►X
SolarMount Beam • SolarMount HD Beam
Dimensions specified in inches unless noted I
a
��1�/,�
- - RGS I ENERGY
�. '//1``` Clean Powec Bright Savings.
May 28, 2014
City of Salem I
Building Deparhnent
120 Washington Street,3�d Floor
� Salem,MA 01970
Hello,
I have enclosed a building permit application, applicable fee and supporting documents
for a residential solar installarion 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,
���
Kim Hendel
Operations Specialisf
RGS Energy
� 32 Taugwonk Spur Road,Al2 � �
Stonington CT 06378 �
Ph 560-535-3370
Fax 413-683-2225
kimberl v.hendel�RGSenergy.com
32 7'augwonk Spur, Al2, StoningCon,Cf 06378 I Cel. Sfi0.535.3370 I fax 413.683.2225 I
� RGSEnergy.com