30 NORTHEY ST - BUILDING INSPECTION (5) ��b'�' Ck.��aa� .��3,��r..�.
�r� � The Commonwealth ofMassachusetts R �EIV
/��� ��4y Board ofBuilding Regulations and Standards INSPECTI NAL��CE'S
/ I� Massachusetts State Building Code,780 CMR
t - Revised Mar 2011
Building Permit Application To Construct,Repau,Renovate Or DemEO�t,�E 2 9 P i: I 9 ;
One- or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: Date Ap {ied:
'l� _ / 3/(
� Building Official(Print Name) Signature Date '
SECTION i:SITE INFORMATION
1.1 Property Address: 30 Northey Street 1.2 Assessors Map&Parcel Numbers
36 0020
1.I a Is this an accepted s[reet?yes X no Map Number Parcei Number
1.3 Zoning Informahon: 1.4 Property Dimensions:
R2 residence-no change �
Zoning District Proposed Use � � Lot Area(sq ft) Frontage(ft) .
LS Bailding Setbacks(ft) n/a
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.QL c.4Q§54) 1.7 Flood Zone Informa8on: � 1.8 Sewage Disposal Sys[emi
Public❑ Private❑ Zone: _ Outsidc Flood Zone? Municipal� On site disposal system ❑ �
� Checkifyes❑
I SECTION 2: PROPERTY OWNERSHIP� I
2.1 Owner of Rewrd:
Flora Tonthat Salem, MA 01970
Name(PrinQ � ' City,State,ZIP
� 30 Northey Street 978397-1582 konthat@verizon.net
No.and Street � ' Telephone ' Email Address
SECTION 3:DESCRrtPTtON OF PROPOSED WORK=(check all that apply)
' New Conshvction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ AI[eration(s) ❑ Addi[ion ❑ � .
Demolition ❑ Accessory Bldg.❑ Number of Uni[s Other Lj9 Specify: solar
Brief Description of Proposed Work2: Installation of a S.SkW roof mounted solar array using 20 SolarWorld
SW275 Mono modules,20 Enphase M250-60-2LL-S22 micro inverters, and all associated electrical work. '
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
�� Labor and Ma[erials
1.Building $ 5,000 1. Building Pertnit Fee: $ � Indicate how fee is determined:
❑Standazd City/Town Application Fee
, 2. Elec[rical $ 19,000 ❑Total Project Cost}(Item 6)x multiplier x
3. Plumbing - $ 2. O[her Fees: $ , .
4.Mechanical (HVAC) $ List: �
5.Mechanical (Pire $ �
Su ression Total All Fees: $
Check No. � Check Amoun[: Cash Amount
6.Total Project Cost $ 24,000 ❑paid in Full ❑Outstanding Balance Due:
�l (�1 ��—rJ i O ( (�
_ SECTION 5: CONSTRUCTION SERV[CES
5.1 Constructlon Supervisor License(CSL) 102054
10/6/16
� Michael Rotondo License Number 8xpiration Datc
- Name of CSL Holder
� 61 Gellette Road . List CSL Type(see below)
No.and Street � Type Description
Fairhaven, MA 02719 U Unrestncted Buildin s u to 35,000 ca ftJ
R Restricted I&2 Famil Dwellin
City/To te iP � M Mason
RC Roofin Coverin
.�A WS WindowandSidin
SF Solid Fuel Buming Appliances
401-215-7056 michael.rotondo@rgsenergy.com I Insulation
Tele hone � � Email addtess D � Demolition .
5.2 Registcred Home Improvement Contractqr(HIC) . 162709 4/6/15
Alteris Renewables dba RGS Energy HIC Registration Number Expiration Date
HIC Company Name�or HIC Registrant Name
32 Taugwonk Spur,Al2 � kimberly.hendel r sener
No.and Street @ 9 gy.com
Stonington, CT 06378 860-535-3370 - Email address -
Ci 7Town,State ZIP Tele hone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be comple[ed and submitted with this application. Failure to provide
this affidavit will resul[in[he denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ...:......�C� No...........❑
SECTION 7a:OWNER AUTHOR[ZATION TO BE COMPLETED WHEN ,
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT '
1,as Owner of the subjecCproperty,hereby authorize Alteris Renewables dba RGS Enerqy
to act oo my behalf,in all matters relative to work authorized by this building permit application.
see signed authorization form attached � ,�S
Prin�Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER� OR AUTHORIZED AGENT DECLARATION
By entering my name below,l hereby a[test under the pains and penalties of perjury that all of the information
� wntained in�ap �cation is[rue and acwra[e[o the best of my knowledge and understanding. .
n f1
�� J 5 I`{ .
Print Owner's 6r Authorizcd Agent's Name(Electronic Signature) . Date
NOTES:
- 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(H1C)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on[he HIC Program can be found at
www.mass.eov/oca Infortnation on the Construction Supervisor License can be found at www.mass.eov/das
2. When substantiai work is planned,provide the information below:
To[al floor area(sq.ft.) (including garage,finished basemendat[ics,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 heating system Number of decks/porches
Type of cooling system Enclosed Open . "
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
- • -- - �.�.�..,,.. !
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- - RGS I ENERGY
,r�/+�`` Clian Power.brlynl Savin6s. I
1 Property Owne�Consent Form
;
Owner: �lo*-u T�-Jh�i- _
,
Address: ,�U N�r� �Pe�-
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State: �"��'
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I hereby give permission to RGS Energy and their '�
representatives to pull the required permits for a solar
installation on my property.
. f. ��� . � ��i� . � .
property Owner Date
J2 Taugwbnk Spur,A 12,S�oningtpR�f 04378 � mL 8G0_SI53370 � fax 413,687.2225 � tfti4l"�.cergc cum
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,aco�zo� CERTIFICATE OF LIABILITY INSURANCE °"�,MM'°°"""",
L� t/t/zo i 5 12/30/2013
TaIS CERTIF�CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATNELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POIICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATNE OR PRODUCER,AND THE CERTIFICATE HOIDER. �
IMPORTANT: If the certifiwte holder is an ADDfTIOP1AL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and condilions of the poliey,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certiFlcate holder in liau of such endoreement(s).
PROOUCER Lock[on Companies,LLC Demcr NAMEACT �
8110 E.Union Avenue PHONE
Suite 700 ac No:
ElAA1L
Denver CO 80237 ADDRE55:
, (303)414-6000 INSURERS AFFORDINGCOVERAGE NAIC#
MSURERA:F'jISI S ecial Insurance Co oration 34916
tNsurseo p�teris Renewables,IOC. INSURER B:ZLC C ur � 5
1344665 dba Real Goods Sotar �NsuneR c:Jame 'ver Insuran Com an 12203
� dba RGS Energy ixsunert o:S[arr Indertmi &Liabili Com an � 38318
32 Taugwonk Spur,Uni[Al2
Stonington,CT 06378 INSURER E:
INSURER F:
COVERAGES REAGO01 CERTIFICATE NUMBER: I2688213 REVISION NUMBER: XXXXXXX �
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NON/ITHSTANDING ANV RE�UIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
. CER7IFICATE MAV BE ISSUED OR MAY PERTAIN, THE INSUR4NCE AFFORDED BV THE POLIqES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAV HAVE BEEN REDUCED BY PAID CLAIMS.
1TR TYPEOFINSURANCE � 5� POLICYNUMBER MMIDUY/YYYY MMIUD EXP LIMRS
A cExena�upBiurr N N IRG200052601 1/1/2014 1/1/2015 �c oc nC
DAMAGE TO RENTED
MMERCIALGENE BILITY � PREMISES(Eeowurtence) E SOOOO
CWMSMAOE �OCCUR MEDEXP An ona arsan X ��{J{J �_
' PERSONALSADVINJURY $ I�OOO�OOO
� . GENERFLAGGREGATE 8 O O
GEN'LACaGFEGATELIMRAPPLIESPER: PRODUCTS-COMP/OPAGG O O
POLICY X JEC�T L� . $
�B AUmMoeaELU1&�m N N BAP5852403 1/1/2014 1/1/2015
(EeacGaenp $ �
X Al1YAUT0 BODILVINJURY�Perperson) E
X A iOS NED qUTOSULED - BODILV INJURY Per eaiOeM � (] �
X HIREOAIfrOS X A�T�WNED PROPERTVDFMAGE �$ XXXXXXX
' $ 7{�'}(�{XXX
� C X °N��`� X ocCUR N N 000557241 1/1/2014 1/1/2015 EACHOCCURRENCE S IOOOOOOO
� �( EXGESSIIAB CWMSMADE ��00020609 1/U2014 VI/?OIS pGGREGATE E
DED RETEMIONE g '
B WORKERSCOMPENSATON W STATU- -
ANDEMPIOYERS'LIABILIIY ��N N WCSS52�5 l/1/2014 �/I/ZO�S X TORYLIMIT ER
ANYPROPRIEfOR/PARTNEWEXECUi1VE E.L.EACHACCIDENT $
OFFICERA.tEMBEftE%CWDED9 � M�p I
(NantlatwylnNX) - E.L.DISEASE-EAEMPLOYE S � OOOOOO
Ifyes,tleaaiEe untler
DESCRIPTIONOFOPERATIONSbelaw E.L.DISEASE-POLICVLIMIT $
DESCR�f10NOFOPEFA110N51LOCA710NSIVFJfICLEB (AttaMAfARUf01,AddtionalRama�ka9cliedule,Hmorospeceisraqulred) �
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 POLICV PftOVI310NS.
12688213 AUTIORIZED REPRESENTATIVE
For Evidence Only
ar/c / !, C �V7
ACORDZS�IO'IO/OS�. . TheACORDnameantllogoarereglatereEmaAaofACORD �7 88-2010ACORDCORP TION.Allrightsreserved
• � The Commonwealth ofMassachusetts
Department of Industrial Accidents
Office oflnvestigations
� 600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Gompensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Apalicant Information Please Print Leaiblv
Name(ausinessi0rganizac�on/individuaq: Alteris Renewables, Inc. dba RGS Enerqy
Address: 32 Taupwonk Spur, Unit A-12
City/State/Zip: Stonington CT 06378 Phone#: (860)535-3370
Are you an employer?Check the appropriate box: . Type of project(required):
1.0 I am a employer with 120 4. ❑ I am a general contractor and I 6. ❑New conshvction
employees(full and/or part-time).* have hired the sub-conhactors � �
2.❑ I am a sole proprietor or partner- listed on the attached sheet.# �� ❑Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition � � .
working for mc in any capaciry. workers' comp. insurance. 9. ❑Building addition .
[No workers'comp.insurance S� ❑ We are a corporation and its
required.] officers havic exercised their �0.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions
myself. [No workets' comp. c. 152, §1(4),and we have no 12.❑Roof repairs
insurance requved.] t employees. [No workers'
� ]3.� Other solar panels
. � comp. insurance required.] �
'Any applican[[ha[chccks box#1 mus[also fill out thc scction bclow showing thcir workcrs'compcnsation policy information.
� t Homcowncrs who submit this affidavit indicaling thcy arc doing all work and thcn hirc outsidc contractors must submit a new affidavil indicating such.
2ConVaccors that chcck this box must actachcd an addi[ional shccl showing thc namc of thc sub-contac[ors and thcir workas'comp.policy inCocma[ion.
I am an employer that is providing workers'compensation insurance for my employees. Below is the po[icy and job site
� �information. . �
Insurance CompanyName: Zurich American Insurence Co.
Policy#or Sclf-ins.Lic.#: WC5852405 Expiration Date: 01/01/2015'
Job Site Address: 30 Northey Street City/State/Zip: Salem, MA 01970
Attach a copy of the workers'compensation policy declaration page(showing the policy number and expirafion date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead ro 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 .
� Invesdgations of the DIA fo�insuranee coverage verification.
/do hereby certi, nder/ e pae and pena[[ies ofperjury that the informa8an provided above is true and correct.
Si�nature: ��C�`'� Date �IdS���
T� -rr
Phone#: (860)535-3370
Official use only. Do not write in this area,to be comple[ed by city or town o�ciaL . � �
City or Town: PermiULicense#
Issuing Authority(circle onc): - �
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector
6.Othcr
Contact Person: Phone#:
August 6, 2014
To: Code Enforcement Division
From: James A. Ma�, Jr. P.E.
Re: Engineer Statement for Tonthat Residence, 30 Northey St., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing Main Roof 1 (one
layer shingles): 6"x 8"rafters with 3"x4"purlins at 32" o-c., having roof slope distance
approx. 12'-0", pitch 24 deg.; Main Roof 2 (one layer shingles): 6" x 8"rafters with
3"x4"purlins at 32"o-c., having roof slope distance approx. 12'-0", pitch 24 deg.; Main
Roof 3 (one layer shingles): 2" x 10"rafters at 16"o.c., having roof slope distance
approx. 14'-0", 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 installation of the solar mounting, the Unirac Solarmount rails will be anchored to
the rafters with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket
located on the center of the rafters and will be securely fastened to the rafrers at approx.
32" sp. with 5/16"x 4" SS lag bolts. The mounting system has been designed for wind
speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£ All attachments are
staggered amongst framing members. Unirac rails will run upslope for Landscape
modules.
The Photovoltaic system and the mounting assembiies 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, /��#�
��{OF Mqy�
:�� �C�
`iP
� � J�MESA.M�H%..Ili. ��`
S _i r
O (;NII. u� �
James A. Marx, Jr. " No i��'�" -
�
ProfessionalEngineer �OP� Te�;,s�����°���
MA 36365 FF��Nn�` 8��y
v-a�b
10 High Mountain Road
Ringwood, NJ 07456
cc: RGS Energy
August 6, 2014
To: Code Enforcement Division
From: James A. Ma�, Jr. P.E.
Re: Engineer Statement for Tonthat Residence, 30 Northey St., Salem, MA
- Solar Roof Mount Installation
I have verified the adequacy and structural integrity of the existing Main Roof 1 (one
layer shingles): 6" x 8"rafters with 3"x4" purlins at 32" o-c., having roof slope distance
approx. 12'-0", pitch 24 deg.; Main Roof 2 (one layer shingles): 6" x 8" rafters with
3"x4"purlins at 32" c-c., having roof slope distance approx. 12'-0", pitch 24 deg.; Main
Roof 3 (one layer shingles): 2" x 10" rafters at 16"o.c., having roof slope distance
approx. 14'-0", pitch 30 deg.; for mounting of solu 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 ra$ers with L-foot supports with Eco-Fasten Green-Fasten and CP-SQ Bracket
located on the center of the rafters and will be securely fastened to the rafters at approx.
32" sp. with 5/16"x 4" SS lag bolts. The mounting system has been designed for wind
speed criteria of 100 mph Exp. C and ground snow criteria of 40 ps£ All attachments are
staggered amongst framing members. Unirac rails will run upslope for Landscape
modules.
The Photovoltaic system and the mounting assembiies will comply with the applicable
sections of the Residential Code and loading requirements of roof-mounted collectors.
Thereby, I endarse the solar panel installation and certify this design to be structurally
adequate.
Sincerely, �,L44��
�`.�(1F M�S1�C
���� y�,
,
� Mnnx,.ni a�
,� �nMEsn. ��
�
�Nu_
James A. Marx, Jr. � Nn.,��4�K �
Professional Engineer ��F�'�c,�s��-�'��,c`
MA 36365 Fs���� f/ /�
viaa
10 High Mountain Road
Ringwood,NJ 07456
cc: RGS Energy
,
'�t. . . � DE516N AN�CIC4 ' " -
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TI115 5.5 kW ROOF-MOUNTED Pt10TOVOLTAIC (PV) SYSTEM IS TO BE INSTALLED AT tl �n � � �' q�" ` , " s� z� �� ,� �s �'° � � �_ �
TF1E TONTFIAT RESiDENCE AT 30 NORTHEY ST IN SALEM, MASSACIIUSETTS. '^�^ {j��� �, � E �� �xa. ` �'x �. ''� 'a°- € �; r s�: � ��`Q���
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UTILITY GRID TtiROUGFi TF1E EXISTING ELECTRICAL EQU{PMENT AT TF1E MAIN SERVIGE �!,''"��+p��� � '` .�*� � �;� � �t;j, �, �" � � : '�"� �'` . �,`�°�. � SCI�I�O�AI�
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,�, GREENFASTEN'" PRODUCT GUIDE - GF-I
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Specifications
� } 1�F� �'� PART I —GENERAL 1.3 SUBMITTAL B. Fasteners (may be supplied by others)to be
�
. �� * �� �� A. Submit manufac[urers written specifications. tompatible with chosen roof application and
°'�� - I.I SUMMARY - meet s ecifled ull out values as shown in load
� �����. B. Submit standard produc[cut sheets. P P
A. WORK INCLUDES tert data.
C. Submit mrtallation inrtrudions.
I. GreenFasten solar attachment bracket that
1E� { � � . D. Submit product specifc load test data,showing C. Base flashing is.032 gauge aluminum embossed
�v 4�q attaches directly to the roof deck ukimate and allowable load values. to accept EPDM bushing.
�`��-� � 2. Provide appropriate bracket and fasteners �
�'��,��.� forthe roof system. 1.4 QUALITYASSUR4NCE D. Bushing is EPDM.
t
(h;t B. RELATED SKTIONS Installer to be experienced in the installation of E. Stainless steel bonded washer is 302 stainless
� �$��� I.Sedion 07600:Flashing and Sheet Metal specifed roofng material and snowguards for no less and EPDM.
t"�}�� 2.Section 07500:Roof ng than 5 years in the area of the project.
� 3.Division I:Adminirtrative and procedural 2.3 FINISH—Mill Finish
� requirements 1.5 DELIVERY/STOR/1GE/HANDLING A. Bracket is mill finish aluminum
I ��1� �p3��'� � 4 Diwsion7 Thermal and Moirture Protection Inspect matenal upon delivery.Notify manufadurer
' i � � S within 24 hours of any missing or defective items.Keep B� Base flashing(choose one)
t �� ��������[; 11 SYSTEM DESCRIPTION ry, g I.Mill Finish
o � matenal d covered,and offthe round until installed.
'A'�°L. �� t „�. v A. COMPONENTS: . � � �
' � � F��� �� w I. GreenFasten s stem consists of aluminum � 2.Black-kynar painted �
�,�i�� f a ' � �, Y PART 2 - PRODUCTS
�6�„ (� ggg444� a y�' .B flashing with integral EPDM bushing and one 3.Dark Bronze-kynar painted
' 4�f .�'. 41 i .� v bonded stainless rteel and EPDM washec
�'m � k ��� � � 2. Fasteners z.� /�1ANUFACTURER
� t � � EcoFasten Solar° PART 3 - EXENTION
� � �"� �f ' � � A.To be of inetal compatible with aluminum . � �
t Fd� � '��t� 0 289 Harrel St Morrisville,VT.05661
[�',�i� '� � r GreenFasten components. (g77) 859-3947 � 3.1 EXAMINATION
'k, ��'P�fi } a B.Fasteners should be selected for
� R' n www.ecofastensolar.com. � A. Substrate:Inspect structure on which brackets ��
�', compatibiliTy with the roof deck
#t � � ' � are to be installed and verify that it will withstand
y �� �� E� � C.Fastener strength should exceed or be equal z z- MqTER1ALS . any additional loading that it may incurred.Notify
"k�,� '� � g to that of the allowable load ofthe system. A. Attachmeni Bracket General Contrador of any defciencies before
"�b ',� �� p �} �. a See test data at www.ecofastensolaccom � � g
�"A , v 6000 Series Aluminum choose one installin EcoFasten Solar brackets.
3. Sealant if re uired b roof manufadurer
'�x ^ E ( q Y �� I. F I I I B� Venfy that roof ng material has been installed
,.p,� �*��t � E to be roof manufacturera roved.
t � '� o PP corredly prior to installing solar attachment bracketr.
��,�,;M • -'� - " 4. Aluminumattachmentbracket 2. L-101-3"
' � � . 3. L-102-3"
o�.� 3.2 INSTALLATION
�* ' B. DESIGN REQUIREMENTS: 4. CP-R
x ;,�- '' '� ' P . � � A Comply with architectural drawings and
r u, I. Bracket s aan to be recommended 6 5. CP-SQ
�*"' o� P g Y project engineers recommendations for location
"� �� � roecten ineer. � 6. SL-102-6" .
' " ' `' ^ P � g Z Z-101 of system.Comply with Manufacturers written
�! o� 2. Install a minimum of one fastener assembly
i � �°g' k' 8. Custom installation instrudions for installation and layout. .
{ , t �, � 3. It is important to design new structures or
� 6 } i , o assess existing strudures to make sure that � �
�`'�" (,t'' � �'" � � they can withrtand retained loads. ,
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GREENFASTEN'" PRODUCT GUIDE - GF-I
�' � ��' American Wood Council Lag Boh Pull-Out�alues
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�� i� Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASD)
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� . - Lag screw specifications �
wR ��� Specific
' � .�' � 5/I b"shaft�*
� _� � �gr•
Gravity
f�
,, per inch thread depth
b� �� p'E��'k� 1��+�� °�' Douglas Fir,Larch .50 266 �
M` ,�kk�t� 3� ii w
�, �� �, i; � Douglas Fir,South .46 235 . .
a �� , , �R�� v . Engelmann Spruce,lodgepole Pine .46 235
#�����`tg � � (MSR I650 f&higher)
�F � j � , ', � � Hem,Fir,Redwod (dose grain) .43 212
� !�� c� ' ;��. �o - Hem,Fir(North) .46 235
� �.
.f� .� v � .Southern Pine - .55 307 Thread
�' �y � Depth - � �
�� ._ �'�� e o Spruce,Pine,Fir .42 205 �
g � , ; , �. (� � v Spruce,Pine,Fir .50 266 , .
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SolarMount Technical Datasheet
PubN0818-itdW.OAugust2071 � �
SolarMount Module Connection Hardware.................................................................. 1
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
I Bottom ' „ Nuf (hidden..se . alloys:6005-T5,6105-T5,6061-T6
Up Clip �o • Ultimate tensile: 38ksi,Yieid: 35 ksi
Finish: ClearAnodized
• Bottom Up Clip weight: -0.031 Ibs(14g)
Beam Bolt ' Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authoriied
UNIRAC documents
• Assemble with one '/."-20 ASTM F593 bolt, one'/<"-20 ASTM F594
serrated flange nut, and one Y."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
�"r""" ' ' • 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,
� � Ibs(N) Ibs(N) FS Ibs(N) m
� ( '+� Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662
�. .t ��1 Transverse,Xt 1128(5019) � 329(1463) 3.43 497(2213) 0.441
L..,�X O � � �� Sliding,Z± 66(292) 27(119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted
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.
. . . . . • . . - - .° UNIRAC
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SolarMount Mid Clamp
' Part No.302101C,302701D,302103C,302704D, �
302105D,302106D
na 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 DarkAnodized
� ' • Mid clamp weight:0.050 Ibs(23g)
. • Allowable and design loads are valid when components are
assembied according to authorized UNIRAC documents I
• Values represent the allowable and design load capacity of a single I
mid clamp assembly when used with a SolarMount series beam to �
retain a module in the direction indicated
' • Assemble mid clamp with one Unirac'/,"-20 T-bolt and one'/,"-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
i Applied Load Average -Allowable Safety Design Resistance
�.mon'°�a'^-`-�- Direction Uitimate Load Factor, Load Factor,
BPtYh�—MOp1tE5 � (� ! �_—
Y� Ibs(N) Ibs(N) PS Ibs(N) m
Tension,Y+ 2020(8987) 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,302002D,302003C, � .
� 3020030,302004C,302004D,302005C;302005D,� �
� � 302006C,302006D,302007D,302008C,302008D, � �
302009C,3020090,302a7oC,3o2011C,302012C • End ciamp material: One of the following extruded aluminum
alloys:6005-T5,6105-T5, 6061-T6
, ��—olt � Ultimate tensile: 38ksi,Yield: 35 ksi
Finish:Clear or Dark Anodized
• End clamp weight: varies based on height:—0.058 Ibs (26g)
k d Clamp • Allowable 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
relain a moduie in the direction indicated
• Assemble with one Unirac'/,"-20 T-bolt and one Y:'-20 ASTM F594
eea serrated flange nut
• Use anti-seize and tighten to 10 ft-Ibs of torque
• Resistance factors and safety factors are determined according to
Y part 1 section 9 of the 2005 Aluminum Design Manual and third-
� party test results from an IAS accredited laboratory
Modules must be installed at least 1.S.in from either end of a beam
�i X •
" � �+� �s i Applied Load Average Allowable Safety Design Resistance
��HUN
� Direction Ultimate Load Factor, �Laads Factor,
,�,� �T�i�� Ibs(N) Ibs(N) FS Ibs(N) m
`h'M i �I Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
r�sf Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330
� �.
� � Sliding,Xt 142(630) 52(231) 272 79(349) 0.555
Dimensians specifled=in.insdes-ualess-nated
�
, , . , . . . . - - :.UNIRAC
, 4 Hill l GNOUP fDM�'AHY
SolarMount Beam Connection Hardware
SolarMount L-Foot
P@rt No. 304000C, 304000D
• L-Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
• Ultimate tensile: 38ksi,Yield:35 ksi
- � • Finish:Clearor 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 � UNIR4C documents
� L-Foot • For the beam to L-Foot connection: � �
. •Assemble with one ASTM F593'/a'-16 hex head screw and one
errated � ASTM F594'/a"serrated flange nut
Flange Nu . •Use anti-seize and tighten to 30 ft-Ibs ot 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
�
ao� Applied Load Average Safety Design Resistance
n�aorwa Direction Ultimate Allowable Load Factor, Load Factor,
�i"wOMf�� , � � - Ibs(N) Ibs(N) FS Ibs(N) m �,
, �_=p� ��p-'�" Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646
. � Tension,Y+ 1859(5269) 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) 228 323(1436) 0.664
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. . • • - . � . . �°�N � RA�
� N HIUIGHUUPCOMVM1NV
, SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-B, 310168D
310208C, 310208C-6, 310240C, 310240C•8, 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 1.271
� Total Cross Sectional Area ' in' 0.676 1.059
Section Modulus(X-Ncis) in' 0.353 0.898
Section Modulus(Y-Axis) � in' 0.113 0.221 �
' Moment of Inertia(X-Ncis) in° 0.464 � 1.450 �
. Moment of Inertia(Y-Auis) in° 0.044 0.267
Radius of Gyration(X-Axis) in , 0289 1.170
Radius of Gyration(Y-Auis) in 0.254 0.502 -
r.g '
SLOT FOR T-BOIT OR 1�Zg�
1 SLOT FOR T-BOLT OR
. �a" HIX HEAD$CREW � , %"HEX HEAD SCREW '
2X SLOT FOR SLOT FOR �
BOTTOM CLIP 2,500 . BO770M CUP
T 3.000
I
1316 � �
SLOT FOR
�"HEX BOLT 0 � SlOT FOR 1385 .
. 3�" HEX BOLT �
.387�
750
i.zo7
Y . � 1, 1.875
� /
���X Y �X
' SolarMount Beam . SolarMount HD Beam
Dimensions specified in inches unless noted _
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-
�►�,
` =� = RGS I ENERGY
` ///,1`` Clean Power.Bright Savings.
I
September 25,2014
City of Salem
Building Department
120 Washington Street,3rd floor
Salem,MA 01970
Hello, �
I have enclosed a building permit application,applicable fee and supporting documents
for a residential solar installation in your town.Please let me know if anytliing else is
required to approve our permit.
Once the permit is ready please use the enclosed self-addressed stamped envelope to us.
Thank you and let me know if you need anything else,
�`��
Kim Hendel
Operations Specialist . . '
RGS Energy �
32 Taugwonk Spur Road,Al2
Stonington CT 06378 � .
. Ph 560-535-3370
Fax 41.3-683-2225 �
kimbedy.hendelQRGSenergy.com � .
32 Tau�monk Spur,Al2,Sfoning[on,C�I'06378 I tel. 86Q535.3370� I fax 413.(i83.2Z25 I
RGSLnergy.com