5 WEST TER - BUILDING INSPECTION � �138`_°..�._��. �0�03
I � - l �f - R � F�:.
� The Commonwealth of Massachusetts RE� S
� Board of Building Regulations and Stand�PECTIONAL SE V���iTy OF
Massachusetts State Building Code, 780 CMR SALEM
��Y n P �v,��rn�rarzoi�
Building Pertnit Application To Construct,Repair,Renovat�(�ll7�4h��h a
One-or Two-Family Dwelling
This Sec[ion For Official Use Only
Building Permit Number. Date Ap �ed:
2W"'° �- d 3 �
Building Official(Print Name) Signature Date
SECTION 1:SITE INFORMATION
1.1 Proper[y Address: 11 Assessors Map&Parcel Numbers •
�5 West Terrace . 33 0734
1.1 a Is this an accepted s[reet?yes X no Map Number Parcel Number :
1.3 Zoning InformaHan: 1.4 Property Dimensions:
R1 residence-no change � � . �
Zoning District � Proposed Use Lot Area(sq ft) Fron[age(ft)
1.5 Building Setbacks(ft) n/a
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided ��
1.6 Wa[er Supply: (M.G.L c.4Q§54) 1.7 Flood Zone Informallon: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal O On site disposal system ❑ '
. Check if yesO
SECTION 2: PROPERTY OWNERSHIP�
2.1 Owner�of Record:
Brendan&Kay Walsh Salem, MA 01970�
Name(Print) City,Slate,ZIP �
5 West Terrace 978-744-3856 readspeak@comcast.net
� No.and Street � Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORKZ(check all that apply)
New Cons[metion❑ Existing Building❑ Owneo-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Uni[s Other � Specify: solar
BrieEDescrip[ion of Proposed WorkZ: Installation of a 425kW roof mounted solar array using 17 Canadian Solar
CS6P-250P modules„17 Enphase M215-60-2LL-S22 micro inveRers,and all associated electrical work.
�
SECTION 4: ESTIMATED CONSTRUCTION COSTS
ltem Estimated Costs: p�'}�cial Use Only
Labor and Ma[erials
1.Building $ 4,000 1• Building Permit Fee:$ Indicate how fee is determined:
❑Standard City/Town Application Fee
2.Electrical • $ 15,000 ❑Total Project Cos�(I[em 6)x multiplier x
3.Plr]mbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Su ression Total All Fees: $
Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ 19,000 ❑paid in Full ❑Outstanding Balance Due:
MA��� s�Z3 � � �+ t-�: IZC-�S .
SECTION 5: CONSTRUCTION SERVICES
5.1 Canstructlon Supervisor License(CSL) 102054 10/6/14
Michael Rotondo . License Number Expiration Date � ,
Name of CSL Holder
61 Gellette Road � � � List CSL Type(see below)
No.and Stree[ Type Description .
U Unrestricted Buildin s u to 35,000 cu.ft.
Fairhaven,MA 02719
City/Tow State,ZIP R Reshicted 1&2 Famil Dwellin
� M Mason
1 RC Roofin Coverin
� � WS WindowandSidin
� SF Solid Fuel Burning Appliances
401-215-7056 michael.rotondo r sener com . •
@ 9 9Y� 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 Regishation Number Expiration Date
HIC Company Name or HIC Registrent Name
. 32 Taugwonk Spur,Al2 - . kimberly.hendel@rgsenergy.com
No.and Slreet � Email�address
� Stonington, CT 06378 860-535-3370 � - '
Ci /Town,S[ate,ZIP Tele hone �
SECTION 6:WORKERS'COMPENSATION 1NSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation[nsurance affidavit must be completed and submitted with this application. Failure to provide
this affidaviQ will result in the denial of[he Issuance of the building permit.
Signed Aftidavit 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 Energy
to act on my behalf,in all matters rela[ive[o work authorized by this building permit application. '
see signed authorization form attached � �((� � �
Print Owner's Name(Elec[ronic SignaWre) Date
SECTION 7b:OWNER�OR AUTHORIZED AGENT DECLARATION
By entering my name below,l hereby attest under the pains and penalties of perjury that all of the information
. cont�d in is a plica 'on is[rue and accurate to the bes[of my knowledge and understanding.
vlt�v�C��� 5 �� ��
Prinf Owner's or Authorized AgenPs Name(Electronic Signature) Date . ,
NOTES:
1. An Owner who obtains a building pemtit to do his/her own work,or an owner who hires an unregistered contractor
(no[registered in the Home Improvemen[Contractor(HIC)Progam),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.eov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dos
2. When substan4al work is planned,provide the information below:
- Total floor uea(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room coun[ �
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of he9ting system Number of decks/porohes
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project CosP'
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Owner: �e�a� a�+�r����, �a�_
' Address: 5 c•.�a� -��.:c r,,oa
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State: M�
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Phone: _Q7�{ �ti�l 3$SG�
� ' I hereby g'rve permission to I�GS Energy artd tfieir
� �3 representatives to pull the required permits for a solar
installation on my property. �
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Property Owner Date
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Home Imrrovemem Contractor Reaistration
Repialratlon. 182709 � �
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ACTERIS RENEWABLES INC.
MICHAEL ROTONDO '— "^
32 TAUGWONK SPUR A72 -----�
STONINGTON,Ct OH378 .
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,4coizo° CERTIFICATE OF LIABILITY INSURANCE °"'�,"M'°°"�"",
L� vuzo i 5 12/30/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGNTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BE�OW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: Ii the eeAiFlwle holder Is an ADDITIONAL INSURED,the policy(ies)musl be endorsed. If SUBROGATION IS WAIVED, subject to �
the terms and eondltions of the policy,cartaln policies may require an endorsement. A statement on this certifiwte does no!confer rights to the
� eertlilcate holder in Ileu of sueh endorsamant s.
PROOUCER Lockton Companies,LLC DCOVZ� NAMEp�T
8110 E.Union Avenue PNONE F,ix
Suite 700 � ac No:
E�MAIL
Denver CO 50237 AODRE55:
(303)414-6000 INSUREA 5 AFFORDING COVERAGE NAIC N
iNsuneRn:FirstS ecial InsuranceCo oration 34916
INSIIRED p�[erisRenewables,ItlC. INSURERB:
1344665 n 5
dba Real Goods Solar �r,sunen c: es 'ver Insuran COriI an 12203
dba RGS Energy wsuneao:Stan Indemni &Liabili Com an . 38318
32 Taugwonk Spur,Unit Al2 � � �
Sronington,CT 06378 INSURER E:
INSURER F: �
I COVERAGES REAGO01 CERTIFICATE NUMBER: 12688213 REVISION NUMBER: XXXXXXX
THIS IS TO CERTIFY 7HAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAV 8E ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUeJECT TO ALL THE TERMS,
ExCLUS10N5 AND CONDITIONS OF SUCH�POLICIES.LIMITS SHOWN MAV HAVE BEEN REDUCED BY PAID CLAIMS. �
�LTR TVPEOFINSURANCE �D SUBR POLICYEFF POLICYEXV
POLICYNUMBER MMIDD/YYri MMIDDIYYY LIMITS
- A GENERAlLIA91LRV N � N IRG200052801 I/1/2014 1/1/2015 c occ
DMAAGE TO RENTEO
X MMERCIALGENE BILITV PREMISES(Eeoaurtence) E SOOOO
CWMSMADE�OCCUR , MEDEXP M one rson $ ]
PERSONALBADVINJURY S ��OOO�OOO
GENERALAGGREGATE S O O
GEN'LA6GREGATELIMITFPPLIESPER: PRODUCTS-COMP/OPAGG $ 2 OO
POUCV X jET lOC ' $
B AUTOMOBILELIABILITY N N BAP5852403 1/I/2014 UI/2015
(EaaccieenO $ Q�Q �Q
}t ANVAUTO BODILYINJURY�Perperson) $
X ALLOWNED SCHEDULED BOOILYINJURY Peracqtlent $ �(}(}Q{
AUTOS AUTOS
X HIREDAUTOS X AONO-0WNED PROPERTVDAMAGE $ XXXXXXX
� $ ��U{
C X UMBRELULwe X OCCUR N N 000557241 1/i/2014 1/1/2015 EnCHOCCURRENCE S IOOOOOOO
� J{. E%CESSLIAB CLAIMS-MADE �OOOOZO609 1/I/2OI4 I/I/2015 qGGREGATE $ OO OO
�ED RETEfJrION$ �$ �(�(
B WORKERS COMPENSA710N N W TU- OTH-
ANDEMPLOYERS'LIABILITY Y�N WCS�'S2405 1/I/2OI4 �/1/ZOlS X iORYLIMIT ER
ANYPROPRIETORIPARTNEfLEXECUTIVE E.LEACHACCI�ENT E
OFFICERIMEMBEREXCUIDE01 � N�A
(MyaentlatorylnNH) E.L.DISEASE-EAEMPLOVEE E � OOOOOO
OESCRIPTONOFOPERATIONS�elow E.L.DISEASE-POLICVLIMIT E OO O
OESCRIPl10N OF OPERA�ION51 LOCpilON51 VEHICLES �Attech ACORO f01,AAdNonal Remerks SchetlWe,if more space Ia requiied) �
CERTIFICATE HOLDER CANCEILATION
- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACLORDANCE WI7H THE POLICY PROVISIONS.
12688213 AUTHORRED REPRESENTATNE
For Evidence Only
J ��/// �
arlC ! !, � �VI
ACORD 25(2070105) me nCORo name and�ogo am�eg�stareE marke of ACORD . �1 88-2070 ACORD CORP TION.All�ight5�B58rvBd
� The Commonwealth ofMassachusetts
Department of Industria[Accidents
Office of Investdgations
600 Washington Street
Boston, MA 02111
www.mass.gov/dia �
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Leaiblv
Name(BusinessiOrga„�zacionnndividuaq: Alteris Renewables, Inc. dba RGS Enerqy
Address: 32 Taupwonk Spur Unit A-12
City/State/Zip: Stonington CT 06378 Phone #: (860)535-3370
I Are you an employcr?Check the�appropriate box: Type of project(required):
1.Q I am a employer with 120 4. Q I am a general con[racror and I 6. ❑New construction
employees(full and/or par[-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet. X �� ❑Remodeling
ship and have no employees These sub-contractors have S. ❑ Demolition
working for me in any capacity. workers' comp, insurance. 9. ❑Building addition
[No workers'comp.insurance 5. ❑ We are a corporation and its
requircd.] officers have exercised Cheir �0.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work right of exemp[ion per MGL I 1.❑ Plumbing repairs or additions
� myscl£ [No workers' comp. c. 152,¢1(4),and we have no �Z,� Roof repairs �
insurance required.]t employees. [No workers'
13.0 Other solar panels
comp. insurance required.]
*Any applicant that chwks box#1 must also fill out chc scction bclow showing[hcir workcrs'com�cnsa[ion policy infortnation.
r Homcowncrs who submit lhis a£fidavil indica[ing thcy arc doing all work and thcn hirc outsidc contraclors must submi[a ncw aFfidavit indicating such.
;Conlraclors lhat check this box musl altached an additional sheet showing[he name of lhe sub-contrnclors and[heir workers'comp.policy infortnation.
7 am an employer[hat is providing workers'compensation rnsurance for my employees Below is the po[icy attd job site
information.
Insurance CompanyName: Zurich American Insurance Co.
Policy#or Self-ins. Lic.#: WC5852405 Expiration Date: 01/01/2015
Job Site Address: 5 West Terrace � 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 sccure covera�e as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
7 do hereby certify�der t e pai an petta[ties ofperjury that the information provided above is true and correc[.
S�nature: ' vl Date� .�I��� ��
Phone#: (a60) 535-3370
Official use on/y. Do not write in lhis area,to be comple[ed by city or town o�cia[ �
City or Town: PcrmiULicensc#
Issuing Authority(circic one):
1.Board of Health 2.Buildiug Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Pcrson: Phone#:
Apri130, 2014
To: Code Enforcement Division
From: James A. Ma�, Jr. P.E.
Re: Engineer Statement for Walsh Residence, 5 West Terr., Salem, MA
- Solar Roof Mount Installatioo
I have verified tbe adequacy and structural integrity of the existing roofing Main (one
layer shingles): 2" x 8" rafters at 24"o.c., having roof slope distance 16'-3" and rafter
span 12'-6"; pitch 30 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 iostallation of the solar mounting, tbe Unirac Solarmount rails will be anchored to
the rafters with L-foot supports with Ecofasten Green Fasten flashing and ECO-CP-SQ
Bracket located on the cenCer of the rafters and will be securely fastened to the rafters at
48" sp. max. 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 psf. All
attachments are staggered amongst framing members.
The PhotovolCaic system and the mountiog assemblies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endorse the solaz panel installation and certify this design Co be structurally
adequate. �.�el
LlH OF M
Sincerely, ��� �c,
V �(
F�` 5�
� AAM(:Sq.MnR%..Ilt �'
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James A. Ma�, Jr. /� �����r`��n„��c`'�`�
�NAL EN
Professiona] Engineer �.e.�e
MA 36365
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
Apri13Q 2014
To: Code Enforcement Division
From: James A. Mazx,Jr. P.E.
Re: Engineer Statement for Walsh Residence, 5 West Terr., Salem, MA
- Solaz Roof Mount Installation
I have verified the adequacy and structural integrity of the existing roofing Main (one
layer shingles): 2" x 8" rafters at 24"o.a, having roof slope distance 16'-3" and rafter
span 12'-6"; pitch 30 deg.; for mounting of solar panels and their installation will satisfy
I the structural roof framing design-loading requirements of the Massachusetts building
code—780 CMR Residential Code 8th Ed. I
For the installation of the solar mou�ting, the Uoirac Solazmount rails will be anchored to
the rafters with L-foot suppoRs with Ecofasten Green Fasten flashing and ECO-CP-SQ I
Bracket located on the center of the rafters and will be securely fastened to the rafters at �
48" sp. maac. with 5/16"x 4" SS lag bolts. The mounting system has been designed for I
wind speed criteria of 100 mph Exp. B and ground snow criteria of 40 psf. All
attachments aze staggered amongst framing members.
The Pho[ovoltaic 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. I
♦
Sincerely, 3���H OF M�gSqcyG
��Esn.Mnax,.ni. Nm�
�ivu.
�
/ V N0.3�365 ,�
James A. MarJc,Jr. /"`/�'� A�'o,�s c�s�c���'
Professional Engineer s�°�n� I
I MA 36365
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
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PROJEGT DESCRIPTION ��t! � � •� ..x� � � �' . ,� � ,�� � ; ,� /� oesicNtwo�ennFnN�ev:��,"nD
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TIiiS 4.25 kW ROOF-MOUNTED PFIOTOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT � �. � JI� R� � `�np`
TI1E WALShi RESIDENCE AT 5 WEST TERRACE IN SALEM, MASSACt1U5ETT5. t^ ` ��� * � � �� _ �.. � � ��p�
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UTILITY GRID TtiROUGFi TY1E EXISTING ELECTRICAL EQUIPMENT AT TF1E MAIN SERVICE ` "` ' ' . y � s �t `�'sr
PANEL NO BATfERIES. � '� i a � ��accr�� � ��ca5�v � y �"�� . � 5 4�� �" SCI�ISOL� '��
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GOVERNING CODES �,.,,�a� :�}„ �, ' � � � e�� o , ""� �
2014 NATIONAL ELECTRICAL CODE � r � . {
780 CMR: 8th EDITION . . �`. �,��et���" �'O� .r3 �. ��f! i . � " � 3�����'"'A.,�p;ryd,4 t�'.,r.r"�. ��y,,.. Contractor: .
UNDERWRITERS LABORATORIES (UL) STANDARDS
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DESCPJ�ION DATE REV
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� - - � �� � � - �� ��� CanadianSolar
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Nominal Maximum Poweret STC(Pmax) 220W 225W � 230W 235W 240W 245W 250W
Optimum Operaling Voltage(Vmp) 29.2V 29.4V 29.6V 29.8V 29.9V 30.OV 30.iV
� Optimum Operaling Current(Imp) 7.53A 7.65A 7.78A 7.90A 8.03A 8.17A 8.30A
OpenCircuitVoltage(Voc) 36.6V 367V 36.8V 36.9V 37.OV 37.1V 372V
Short Grcult Current Qsc) 8.09A 8.19A 8.34A 8.46A 8.59A 8.74A 8.87A
� � OparetingTempereture -40°C^+BSC
Maxlmum System Voltage 7000V(IEC)IBOOV(UL)
1 Maximum Serles Fuse Rating 15A
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� TemperatureCoafficient Voc ' -0.34%fC
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� Dlmenslons 7638 z 982 x 40mm(64.5 x 38.7 x 1.57in)
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Canadian Solar Inc. is one of lhe world's largest solar Canadian Solarwas founded in Canada in 2001 and was successfulty �
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�� OO Ecohrten SolarC�All mnrent D��ted undercopyright All rights reserved @lI b111 . $eC.'�
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� '� R GREENFASTEN'" PRODUCT GUIDE - GF-I
a �'�' i� Specifications
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� PART I — GENERAL 1.3 SUBMITTAL � B. Fasteners (may be supplied by others)to be .
� � A. Submit manufacturers written specifcations. compatible with chosen roof application and
� ��'� . I.1 SUMMARY � � B. Sutimit standard produd cut sheets. meet specified pull out values as shown in load
g� �d A. WORK WCLUDES - � ' test data.
p+ ���'. C Submit installation instructions.
�� I. GreenFasten solar attachment bracket that
,.'„I�E`... attaches directly to the roof deck D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed
, � 2. Provide appropriate bracket and farteners
uhimate and allowable load values.- to acceptEPDM bushing.
� �� � for the roof system. �,4 QUALITYASSUR4NCE D. Bushing is EPDM.
. ��,�
� 8. RELATED SECTIONS Installerto be experienced in the installation of E Stainless rteel bonded washer is 302 stainless
, ��' L Section 07600:Flashing and Sheet Metal specifed roofing material and snowguards for no less and EPDM.
,�.� 2.Sedion 07500:Roof ng than 5 years in the area of the project.
} � 3.Division I:Administrative and procedural 23 FINISH—Mill Finish
f requirements I.5 DELIVERY/STORAGE/HANDLING A. Bracket is mill fnish aluminum
� i�Fk�h��3u� { � 4.Division7:Thermal and Moisture Protection Inspect material upon delivery Notify manufadurer
�fM�' t,� ��� i�„ � within 24 hours of any missing or defective items.Keep g� B�e flashing(choose one)
i' � �� a� 3 � � � 1.2 SYSTEM DESCRIPTION material dry,covered,and off the ground until installed. I.Mill Finish .
Y��
A. COMPONENTS
g�±p�s ,4+�y n i£ w` . I. GreenFasten system consists of aluminum � 2 Black-kynar painted
�� "' flashin wrth inte ral EPDM bushin and one P'�`RT 2 - PRODUCT$
� i ;. ' o S S S 3.Dark Bronze-kynar painted
'��� y� :;� 3 bonded stainless steel and EPDM washer.
�� `�k � � - � 2. Fasteners z.� MANUFACTURER - . . . � 'i
�'y�u�i ��� r ,�" EcoFasten Solarm PART 3 - EXECUTION
A.To be of inetal compatible with aluminum 'i
j�. �{ r � o 289 Harrel St.Momsville,VT.05661
r GreenFasten components.
��. '�+ �� � o (877)859-3947 � 3.1 EXAMINATION �
'�'{Y { � �+� a B.Fasteners should be selected for �
+ a www.ecohstensolar.com. A. Substrate.Ins ect strudure on which brackets
F 4" '�� � „', compatibility with the roof deck � - P
� ^� �� are to be installed and verify that it will withstand
s CFastener strength should exceed or be equal
„� � V � 11- MATERIALS any additional loading that it may incurred.Notify
r o to that of the allowable load of the system. A. Attachment Bracket General Contrador of an defcienaes before
� .� . � � �1 v See test data at www.ecofastensolar.com 6000 Senes Aluminum (choose one) installingfcoFasten Solar b2ckets.
` a i� '� � �� � 3. Sealant(if required by roof manufacturer): � L F I I I � B. Venfy that roofng matenal has been installed
- . - �� E to be roof manufacturer approved. �
.RI� �.� � �� �. `� 4. Aluminum attachment bracket 2. L-101-3" correctJy pnorto installing solar attachment brackets.
� ` � 3. L-102-3" �
t P 4. CP-R - 3.1 INSTALLATION
�. , � B. DESIGN REQUIREMENTS: .
' �' ' P 5. CP-SQ A. Comply with architectural drawings and
` � � I. Bracket spacing to be recommended by � ro ed eri ineer's recommendations for location
, � . � projectengineer. � . � 6. SL-102-6" P � g
• �.. m 2. Install a minimum of one fastener assembly. 7. Z-101 of ryrtem.Comply with Manufacturers written
. :�.�� i. Q 3. h is important to design new struc[ures or $� Custom - installation instrudions for installation and layout ,
, o assess existing rtructures to make sure that � . �
, ' "' they can withstand retained loads. �
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GREENFASTEN'" PRODUCT GUIDE - GF-I
,� '� , American Wood Council Lag Bolt Pull-Out Ualues
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��{li ;� Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD)
j�,a .
{; e �t � Lag screw specifim[ions
��,9�� Specific
r 5/I 6"sha ft*
� + �} � Gravity
r� ..�#',. � ,%, ,����"- � � per inch thread depth �
' � j � Douglas Fir,Larch 50 266
���'�� t � �� a Douglas Fir,South 46 235
� ���: �
r "� t.' � v � Engelmann Spruce,lodgepole Pine .46 �
�a `� � (MSR 1650 f&higher) �35
'�7�6 i�.' u� a ' � � .
, �: �,� r � Y � - Hem,Fir,Redwod (dose grain) .43 212
�� , �, a Hem,Pir(North) 46 235
YW"'�M . �_ a � Thr� _
Southern Pine .55 307 Depch
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i $ Spruce,Pine,Fir .42 205
1� '�� � `., .E � Sprute,Plne,Pir 50 266 � �
* '� , E (E of 2 million P51 and higher
`� ` �° � . . � grades of MSR and MEL)
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. . • . . . . . ::�UNIRACW
A HILII 6N�UP COMVpNY
SolarMount Teclanical Datasheet 'I
Pub 110818•1td V1.0 August 2011
SolarMount Module Connection Hardware.....................................................:............ 7
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
F" Washer ' Battom Up Clip material: One of the following extruded aluminum
Bottom Nut (hidden..see alloys: 600ST5, 6105-T5, 6061-T6 '
Up Clip �o�**f� � Ultimate tensile: 38ksi,Yield: 35 ksi i
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
UNIRAC documents
• Assemble with one Y,"-20 ASTM F593 bolt, one Y,"-20 ASTM F594
serrated flange nut, and one'/."flat washer
�' : Use anti-seize and tighten to 10 ft-Ibs of torque
Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
— � • Module edge must be fully supported by the beam
• * NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
IApplied Load Average Allowable Safety Design Resistance
� Direction Ultimate Load Factor, Load Factor,
` � , Ibs(N) Ibs(N) PS Ibs(N) m
� � � ''�� Tensioq Y+ 1566(6967) 6S6(3052) 228 1038(4615) . 0.662
� , � � ,� Transverse,Xt 1128(5019) 329(1463) 3.43 497(2213) - 0.441
�...�X Q �` Sliding,2± 66(292j 27(119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted � , �
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• � • • - . • . . :�UNIRAC�
A HILII GPOOP COMPqNY
SolarMount Mid Clamp
Part No.302101C,302101D,302103C,302104D; �
3021050,302106D
M va Bolt ' Mid clamp material: One of the following extruded aluminum
Mid� �a e Nu alloys: 6005-T5, 6105-T5, 6061-T6
ClBmp • Ultimate tensile: 38ksi,Yieid: 35 ksi
• Finish: Clear or Dark Modized
• Mid clamp weight:0.050 Ibs(23g)
. • Allowabie 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 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 resuits from an IASaccredited laboratory
Applied Load Average Allowable Satety Design Resistance
'.ODo�TT^�+Q-^'-�^�� ' Directlon Ultimate Load Factor, Load Factor,
ae'wEennoou�[5 �
� � �� Ibs(N) Ibs(N) FS Ibs(N) m �
Tension,Y+ 2020(8987) 891 (3963) 227 1348(5994) 0.667 �
i Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665
� � Sliding,X± 11g4(5312) 490(2179) 2.44 741 (3295) 0.620
(-►X
Dimensions specified in inches unless noted
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C,
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D,
30zaasc,3020090,3o2o�oc,3o2o7�c,3ozo�zc • End clamp material: One ofthe following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
'/'� ��� : Ultimate tensile: 38ksi,Yeld: 35 ksi
Finish: Clear or Dark Anodized
_.-"'�� � � End clamp weight: varies based on height:-0.058 Ibs(26g)
drr Clamp Ailowable and design loads are valid when components are
Serrated assembled according to authorized UNIRAC documents
Flange Nut • Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
Assemble with one Unirac Y."-20 T-bolt and one Y:'-20 ASTM F594
Bea serrated flange nut
• Use anti-seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
Y party test results from an IAS accredited laboratory
� • Modules must be installed at least 1.5 in from either end of a beam
' �'--r x - � �
;, �s i Applied Load Average Allowable Safety Design Resistance
__j "�'s""" 1 Direction Ultimate Load Factor, Loads Factor,
� —��r� Ibs(N) Ibs(N) FS Ibs(N) m
�soR
v�� � ��� Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
�oouc
� ' "'� Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330
,
Sliding,Xs 142(630) 52(231) 2.72 79(349) 0.555
Dimensionsspeci —�ia.incdesunless-noted .
-
;�
. . . . . . . . :e� U N 1 RAC�
A 1111➢GeOUP COMPANY
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 tensife:38ksi,Yield:35 ksi
• Finish: Clear or Dark Anodized '�
� • L-Foot weight:varies based on height: -0215 Ibs(98g) I
• 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"serreted flange nut
Flange Nu •Use anti-seize and tighten to 30 ft-Ibs of torque
• � Resistance factors and safety factors are determined according to part
_ . 1 section 9 of the 2005 Aluminum Design Manual and third-party test �
Y � results from an IAS accredited laboratory .
� NOTE: Loads are given for the L-Foot to beam connection only; be
�'�X sure to check load limits for standoff,lag screw,or other
- ���. attachment method , �
��� AppliedLoad Average Safety Design Resistance
�%m'�* � Direction Ultimate Allowable Load Factor, Load Factor,
��"�0�� Ibs(N) Ibs(N) FS Ibs(N) m
-�' Slidin Z± 1766 7856 755 3356 2.34 1141 5077 0.646
L• -:.oi-�-` 9� � ) � ) � )
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
a
�� �
` . . . , :�U N I RAC�
. . � . -
A Hllil GFOUP COMP4NY
SolarMount Beams I
Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D
310208C, 310208G6, 310240C, 310240GB, 310240D,
410144M,410168M,410204M,410240M
Properties Units SolarMount SolarMount HD
Beam Height � in 2.5 3.0
ApproximateWeight(perlinearft) �plf 0.81t 1.271 �
Total Cross Sectional Area in' 0.676 1.059
Sectian Modulus(X-Axis) � �in' 0.353 0.898
Section Modulus(Y-Ncis) in' 0.113 0.221
Moment of Inertia(X-Axis) � in° 0.464 t450 �
� Moment of Inertia(Y-Ncis) in° - 0.044 0.267 . '
Radius of Gyration(X-lvcis) in 0.289 1.170 �
Radius of Gyration(Y-Axis) in 0.254 0.502
SLOT FOR T-BOLT OR l,�Zg� '
• � SLOT FOR T-BOLT OR �
�" HIX HEAD$CREW 1/"HEX HEAD SCREW -
2X SLOT FOR � 5�07 FOR
BOTTOM CLIP 2.500 . s0770M CLIP � � �
T 3.000
1
1316 �
SLOT FOR
3�"HEX BOLT SLOT FOR 1.385
3�" HEX BOLT 1 1
.387 J__L I
J50
i.zo�
Y . . Y 1.875 � .
� �
�—►X �—►X i
I SolarMount Beam SolarMount HD Beam -
Dimensions specified in inches unless noted ',
. I
1�/,
=� = RGS ( ENERGY
/,//,1`` Clean Pawer.8righl Savings.
May 16, 2014
City of Salem
Building Department
120 Washington Street,3�d Floor
Salem,MA 01970
Hello,
I have enclosed a building permit application,applicable fee and supporting documents I
far a r�esidential solar installation in your town. Please let me know if anything else is I
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, I
���
Kim Hendel
OperationsSpecialist . �
RGS Energy
32 Taugwonk Spur Road,Al2
Stonington CT 06375
Ph 860-535-3370
. Fax 413-653-2225
ki mberly.hendelQRGSenergy.com
32 "faug�vonk SF��n', Al2,Stonin;{Con, C'f 06373 I tcl. 8h0.535.3370 I Fax 413.683.'L225 I
RGSGnergy.com