16D-021 (2) 147 NORTH MAIN ST BP-2017-1311
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 16D-021 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2017-1311
Project# JS-2017-002176
Est.Cost: $20000.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: TRINITY SOLAR 074539
Lot Size(sq. ft.): 24262.92 Owner: BLAIR DANIEL E&DEBRA A
Zoning: URB(I00)/ Applicant: TRINITY SOLAR
AT: 147 NORTH MAIN ST
Applicant Address: Phone: Insurance:
32 GROVE ST (508) 577-3391 0 WC
PLYMPTONMA02367 ISSUED ON:S/12/2017 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 20 - 5.7KW SOLAR PANELS ON ROOF
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House# Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy signature:
FeeType: Date Paid: Amount:
Building 5/12/2017 0:00:00 $75.00
212 Main Street, Phone(413)587-1240 Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File a BP-2017-131 I
APPLICANT/CONTACT PERSON TRINITY SOLAR
ADDRESS/PHONE 32 GROVE ST PLYMPTON (508)577-3391 0
PROPERTY LOCATION 147 NORTH MAIN ST
MAP I6D PARCEL 021 001 ZONE URB(102)1_
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Feekj
Paid \ ^�
Fee g Permit Filled out t t
Fee Paid
Typeof Construction: INSTALL 20-5.7KW.SOLAR PANELS ON ROOF
New Cunstruction
Non Structural interior renovations
_Addition to Existing
Accessory Structure
Buildint Plans Incl-ded:
Owner/Statement or License 074539
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received M.Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
itis• Delay
- //Or 7
Sig . - of Building Officio Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MOL 40A. Contact Office of
Planning&Development for more intbrmation.
I r•-
City of Northampton Status of Permit: Department use only
Building Department Cum CWDrivewayPermN
212 Main Street Sewer/Septic Availability
L — Room 100 Watenweff Availability
— Northampton, MA 01060 Two Sete of Structural Plans
p one 413-587-1240 Fax 413-587-1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Procertv Address. r I/Thiiss section to be completed�lAby office
Map I l' Lot W'I Unit
147 North Main Street V"
Florence,MA 01062 Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Daniel Blair 147 North Main Street.Florence, MA 01062
Name(Print) Current Mailing Address:
413-552-8133
Please See Attached Telephone
Signature
2.2 Authorized Agent:
Sean R Jeffords-Beyond Green Constructio 13 Terrace View-Easthampton,MA 01027
Name(Print) Current Mailing Address:
X 413-529-0544
Signature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a) Building Permit Fee
$ 6,000
2. Electrical $ 14,000 (b)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5. Fire Protection n �/
6. Total= (1 +2+3+4+5) $ 20,000 Check Number
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING All Information Must Be Completed.Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size
Frontage
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg. Square Footage %
Open Space Footage
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
(volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW g YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the R istry of Deeds?
NO 0 DONT KNOW YES O
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO Eli DONT KNOW 0 YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained O , Date Issued:
C. Do any signs exist on the property? YES O NO g
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO (91
IF YES, describe size, type and location:
E. WII the construction activity disturb(clearing,grading,ex vation, or filling)over 1 acre oris it part of a common plan
that will disturb over 1 acre? YES O NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House in Addition ❑ Replacement Windows Alteration(s) n Roofing ❑
Or Doors ❑
Accessory Bldg. ❑ Demolition ❑ New Signs [Dl Decks [EI Siding BD] Other[I"
Solar
Brief Description of Proposed
Work: Install 5 7kw solar on roof.Will not exceed roof panels, but will add 6 inches to roof height. (20 panels)
Alteration of existing bedroom Yes J No Adding new bedroom Yes J No
Attached Narrative Renovating unfinished basement Yes J No
Plans Attached Roll -Sheet
sa. If New house and or addition to existing housing, complete the following:
a Use of building : One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? _ Yes No
I. Septic Tank_ City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Please See Attached ,as Owner of the subject
property
hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
1, Beyond Green Construction-Sean R Jeffords ,as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Sean R Jeffords
Print Name `
X 0401 /f l
Signature of Owner/Agent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable 0
Name of License Holder: Sean R Jeffords CS 074539
License Number
13 Terrace View-Easthampton, 01027 11/28/2018
Address Expiration Date
X 413-529-0544
Signature Telephone
9.Registered Home Improvement Contractor: Not Applicable 0
Beyond Green Construction-Sean R Jetfords 131279
Company Name Registration Number
13 Terrace View-Easthampton,MA 01027 06/29/2018
Address ��Cf/r�A(/yD� Expiration Date
X t Telephone 413-203-9088
SECTION 10-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 the issuance of the building permit.
Signed Affidavit Attached Yes No 0
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as supervisor.CMR 78& Sixth Edition Section 108.3.5.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm
structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
Richard B. Gordon, P.E.
P.O. Box 264•Farmville•VA 23901
Ph: 434.394.2326.E-mail: grichardpe@aol.com
April 27, 2017
Florence Building Department
Florence MA Re: Solar Panels Roof Structural Framing Support
To Whom It May Concern:
I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following
conclusions regarding framing structure,roof loading,and proposed site location of installation:
1. Roof framing:
Conventional wood framing 2x6 at 16"o.c.with 13'span(horizontal rafter projection).This structure is
definitely capable to support all of the loads that are indicated below for this photovoltaic project after sister
rafters with a 2x6 using(2)10d nails 1'o.c. Use of(2)Guard Dori FMGD002 screws is approved,or equal
shear strength of approx. 120 lb, 1'o.c.at areas where little space is available only with remainder of member
secured with(2)10d nails 1'o.c. If do not sister,then install a 2x4 @ 16"o.c. knee wall over an interior
bearing wall to limit span of rafters between supports to 10'-10".
2. Roof Loading
• 4.33 psf dead load(modules plus all mounting hardware)
• 24 psf snow live load(40 psf ground snow live load reference)
• 6.2 psf dead load roof materials with 7.9 psf if sister(1.7 psf 2x6, 1.5 psf sheathing,3 psf fiberglass
shingles)
• Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance)
3. Address of proposed installation: Residence of Daniel Blair. 147 N. Main St,Florence, MA
This installation design will be in general conformance to the manufacturer's specifications,and is in compliance
with all applicable laws,codes,and ordinances,and specifically, International Residential Code/IRC 2009. The
spacing and fastening of the mounting brackets is to have a maximum of 64"o.c.span between mounting brackets
and secured using 5/16"diameter corrosive resistant steel lag bolts. In order to evenly distribute the load across the
roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min. 3"penetration of lag bolt per bracket,
which is adequate to resist all 115 mph wind live loads including wind shear.
Very truly yours,
Sale
Richard B.XLn, '.E. 11
Massa P.E. icense No.49993
MECHANICAL, CIVI STRUCTURAL, &ELECTRICAL ENGINEERING o.;SI
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HOMEOWNERS AUTHORIZATION FORM
Daniel Blair
(print name)
am the owner of the property located at address:
147 N. Main St
(print address)
I hereby authorize Trinity Solar, and their subcontracting company
, to act as my Agent for the limited purpose of
applying for and obtaining local building and other permits from the
Authority Having Jurisdiction as required for the installation of a
Photovoltaic System located on my Property.
This authorization includes the transfer/re-administering, and/or
cancellation of any existing permits on file for the purpose of
updating/applying with an alternate subcontractor.
Customer Signature:
Date:
Print Name: Daniel Blair
, ,
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Massachusetts Department of Public Safety
V Board of Building Regulations and Standards
License: nS7e539
Construction Supervisor
SEAN R JEFFORDS
13 TERRACE VIEW
• EASTHAMPTON MA 01027
;TGi2` //god.— Expiration:
Commissioner 11/28P2Of8
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k a ininzo/uueafrA, gig r
-:_-wrr r Office of Consumer Affairs and Business Regulation
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10 Park Plaza-Suite 5170
Boston,Massachusetts 02116
Home Improvement Contractor Registration
Registration: 13127
- Type Individual
Ea9,Pry011' 6/1920/8 TI $gT]5)
SEAN JEFFORDS t`
SEAN JEFFORDS - --- - - -'-_-
13 TERRACE VIEW - - --- - -
EASTHAMPTON. MA 01027 - - - - --- -
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Registration 13127
Expiration, gO1 ifiwuarS beton be aspiration din_/Mend return to.
Office&Consumer ANsirs sad aubeu Regulation
10 Part Plaza-Sake 5170
Boston,MA 02116
SEANJEFFOROS
SEAN JEFFORDS
13 TERRACE VIEW
EASTHAMPTON,MA 010V I:Wenem4ry - Not NNW without signature -
A RIJ CERTIFICATE OF LIABILITY INSURANCE I ant
1/5/2017 rtve
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
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to
the twins and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endoement(s). OJ
PROWLER tTACT Elizabeth Carballo
Finck 5 Perras Insurance Agency Inc. morn (413)527-5520 FAR U13)S2T-5470
6 Campus Lane earui ,bear13a13o8finckandperzas.com
IHSURER'S)AFFORDING COVERAGE tale.
SDamTitOn MA 01027 MSUREReBUS ae11 Bond
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13 Terrace View WSURER 014orGUARD Insuurance Cagoany
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Easthampton NA 01027 INSURER P:
COVERAGES CERTIFICATE NUMBER:CL16122202665 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW NAVE BEEN ISSUED TO THE INSURED BREED ABOVE FOR THE POLICY PERIOD
'INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
TYPE CF liSORANCE Nfl- PODCYFIM
6T 10, MT, RGI gYMUMBER 1redi TYn NWaaIWyY) Lams
x COMUERClarematt tuarip EACH OCCURRENCE S 5,000,000
A III, CAAat.•44 r 1 x rrtiR PROulGES b:e:cu.AA S 50,000
■ 0222004209 1/9/2012 3/9/2020 MEDEXP ape,: , E 10,000
PEFSOHLL 6AUVMJMV $ 1,000,000
GEM.AGGRE ATE[MR APR cSPE2 GENERAL AGGREGATE 5 2,000,000
1 f r FgJCY RT )DSK PRmL-12-COOMPACC 2 2,000,000
OTHER I S
a' I MINGLE LMrt
AVTGXOBILE UNMry I I .. _ E 1,000,000
B ■ ANY AUTO RBMLY INJURY IPV MIvn) $
ALLOVS,MCD [x I SCNfDIREO I I BG,vrs 1/1/2011 1/1/2016 0001LT InARV PPP ll[rddmO�
Ei AGED AUTOS N' AUTOS Ea .i.. ,. II d:. S
E
UMBRELLA LIAR OCCUR EACH OCCURRENCE S 1 000 000
C FaCES3 LI'Ln CLAMS.MAOE AGGREGATE _ $ 1 000 000
OED x,RETENTIONS 30,000 X&90028522 1/1/2017 1/1/201e $
M[MNER3conflXT1b I PER t0TM.
AmonsPLOYERS'U*s JTY i i -
A Mn' 1
FROWUETORTARRkWFtECLnIVE iYIP. i El,EACH ACCIDENT $ 500 000
OFECERIIELMEa EXCtuDED? NIA
�
D Iy'en el aryl SEXt833726 1/1/2017 1/1/2015 EL DISEASE.EA EMPLOYE 9 500 000
wyBk.samba Haw .
I Dw.RIPTIONOFQPEMIIONS Lep., EL,DISEASE-POUCYLMRI S 500,000
I IIS I I
DEBCRFflOX OF OPEMYION51 LCCAIIONBI VEHICLES NCaRG 101,AEdtlwul0.Amar4 Schedule,ms b MtlNeEXmW LMeels rtyuY{,n 1
Proof of Coverage
CEKI*ICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Trinity Solar THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
4 Open Square Way Suite 410 ACCORDANCE WITH THE POLICY PROVISIONS. :
Holyoke, MA 01040
AUYIWMEED REPRESENTATIVE .,.may
E Carballo/BETH —tF���`C 4C.'"'.,-%
101851e2011 ACORD CORPORATION. All rights reserved.
ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD
INS425resuo J 1
14.
The Commonwealth of Massachusetts
i`r =!t Department oflndustrii alAccidents_:
_. l Congress StreekSuite 100
—
� a Boston,MA 02114-2017
wwmmasxgoWdia
mirWorkers'Compensation insurance Affidavit DaetderstContractars/Ekctrktans/Plumbers.
TO HE FILED WITH THE PERMITTING Afl l'BORITY,
AODRcan(information Please Prim Ledbly
Name(BusineeWOrgan iefiowlndinewio: eezoOno( a r e-ein CO arikeykr)n
Address: l? Terrace V i C a-)
City/State/Zip: e 'lCe.rnp9-0n1V L& Phone#:H (-4I-1nn I3-ba-°t - 0 c-1
Ara empbWreckyerWreck /
k an appropriate hoer CD of project(required):
hap ams employer win 3 employees Mit and+m pen-timer 7. 0 New construction
2.01 em a sole pnewittor orpmmaship and sore no employe=waking forme in 8. O Remodeling
my capacity.(No workers'comp.insurance requited.(
101 son a homeowner doing ell war myself(No workers'coup,humane ralW.l
oh ' 9. El Demolition
4.01.ma bomeawmt ad vat be hieing ca= cm
m 's seconding all worke my prwab'. 'win 1°0Buiideng addition
mutat&tali contamneither have workers'wmpaemtion ionagnocorere site 11.0 Electrical repairs or additions
pmlriea'with no arwmree. 12.0 Plumbing repairs or additions
5.0 la ma anent cot metorand l have hits the mbanmemas lath con the attached them 13.Q repairs
rs
These m -cdvaaon sve employe=and have typebar'comp.iwnncat s
r
AO We s *empmeuoem
and Oriel,* exercised eirrgtoeskeeprtm pa MGL c. 14.�O he
ef
132,91(4 and we bare PD employees.(Nowads's'camp.'mi me<readied.]
'Any applicant that decks box el mux also fill out the saran below showing Mair workers'compensation policy mfaamna.
tHomeowners who submit this affidavit indicating they am dowg all week sad the hire oumidecowactea fiat submits new affidavit mdkoiep such.
ICantrxns Si check Mitt box mm apmhad an mklitional then sbwbaereosteo of use submmmoton and new whets not these entities have
employees. sae sabammacwn hive employaa,they meet provide their Waded ooh.policymmba. .
I am an employerthmrsprovidingnatlters'compenaadom imsuramcefar my employees Benny Is the poieyandjob sift -_.....
Insurance Company Name: 'VOf „ G( �f1S(.l,'f nc- \� •
•(
Policy a or Self--ins.Lie.#: 50p,
UJCCT0
0SI Expiration Date: I — I '„1
Job Site Address: AI\ \ OCC&"n S City/State/Zip:
Attach a copy of the workers'compensation policy declaration page(showing the polity number and expiration date).
Failure to secure coverage as required under MGL c. 152,625A is a criminal violation punishable by a fine up to 31,500.00
and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 3250.00 a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification. ./J i1
I da hereby aertifymater-the..,,.• andpenaltiesof/eelary that the lnfrnnation provided shovee is ave end menses #
Sia -.,.,e.`' J Dalg;... - 20\
Phone N: fl3e r+'c2 - Q 5-
i
Official use only, Da mar write in thit area,to be completed by cityor Lawn gg4efat t
i
City or Town: Permit/License a
5.Plumbing Issuing Authority(circle tame): t
1.Board atHealth 2.Building Department 3.City/Town Clerk 4.Electrical Inspector Inspector F[
6.Other
Contact Person: Phone Ny
: 7
I
f
1
SERIES 100 UL
ROOF `SOU \ T SYSTEM
The SnapNrack line of solar mounting
solutions is designed to reduce total
installation costs. The system's technical
innovations have been proven to drive
down costs and improve installation _
quality on more than 350 MW of solar
..aeta.
installations.
Pitched Roof Arrays Simplified ---- tfatriahatfi-
The SnapNrack Series 100 UL Roof Mount System
is an efficient visually appealing,photovoltaic(PV) •'�" w £ uvics
t;
g
module installation System. Series 100 VL is Listed 1
to the UL Standard 2703 for Bonding,meaning that
all system components have been Certified by UL for Roof System In 4 Simple Steps:
electrical continuity, eliminating the need for additional
1) Go to the online Series 100 Configuration
grounding hardware.The System's components provide Tool(configuresnapnrackcom)and select
an adequate bonding path which has eliminated the -yes'for UL 2703 Listed
need for grounding lugs and washers at each module.
and bonding jumpers between splices. The UL 2703 2) identify Site Conditions(Array Tilt. Building
Listing ensures that SnapNrack partners can provide Height. Roof Type. Wind and Snow Loads)
the best in class installations in quality,safety.and 3)Build array in the online Configuration
efficiency. Tool and automatically generate a Bill of
Materials.
• All bonding hardware is fully integrated into the
components 4)Place order with your distributor Purchase
material for a single project or order in bulk
No grounding lugs required for modules for additional savings
Rail splices bond rails together, no rail jumpers
required
Proprietary SnapNrack grounding lug snaps in the rail
channel,no drilling of rail or reaching for other tools
required(One Lug per individual row of modules)
Class A Fire Rating Type 1 and 2 modules LISTED
PV Mounting System
Patent Pending 2703
.1.111.111.11.11111.111.111.111.11.111111
Stainless Bolt with s n x Niavhe,
SnooNfrock
0n5
dabi Eva
Can‘p To0
s dP bl E ndm9
Clamp Bottom pNra5vaaMPPom
aaccsteel
tag s PNractk
w a p
Lcoc[ Vt - socema n -�B anm
danm CP
soWdr
Bonding;
ase
Ch>nnPl Nut
SnapNrack Reuing - SnackabpCP6
SiLoc Nwpre with
Sdsplit-Lock $thi
ole
holt
Lock
Washes
Crescent;s^ta•anStandard Rail
Sapso-
n9.
ck
Cnannel Nu
AdlufWk bed Clamp se ,
am•, SnapNrack Sondlag — y,DPHred -
MidCreme Standard Rae SS. nrM.atW106 AWG /
LaooYwlre
„„„ SnapNrack Ground Leg J,
Assembly
(ONE REQUIREDPER ROW OF
MODULES)
SneoNrook Bonamp Universal
End flame(UEC)We
JFCV
Pull
strap
-
tilt Weag steel Bolt
with that Washy
SnapNrack SmMlnp
}y. a Universal End Clam,
s Snrac.--
sit VV
oh
ctamU
hys
snaBubb*, S Serrated Age Nu.< l. Mondani s„apwaex BommnP
Steel Flange Nu Bondmp `Channel Nut
Bubb*, Channel Stainless
Nam Cdbr Sertd<etl StaNeizNut
Ste Flange6ph l'yyey 0
StaiNess
MO
naontath 2CAvet he
standoff
SnapNrack Bolt
SSnapNrack
SnapNrack UOPo Pose
WIFinish n) Lt
standoff pnkack
Base O-foie SnWtheek 5^#tleea hoo
B Shown) s Soot
WI Fnnh FbShAg k BR Assembly
1 Foot Base
SnapNrack Snndlnl SnapNmck GetMlns —t Smote/act Metal �,
Standoff Assembly k foot But with PUMP, bedSaw withPeet Ha sfop[
SnapNrack Series 100 UL Technical Data '-•---
Materials • 6000 Series aluminum
• Stainless steel
•Galvanized Steel and Aluminum Flashing
Material Finish •Clear and black anodized aluminum
• Mill Finish on select components
Installation •Quick and efficient mounting
•Adjustable hardware to ensure clean and level finish
•All components bonded to ground with integrated bonding features
Calcs,&Certifications • Listed to UL Standard 2703 for Grounding/Bonding and Fire Classification
• Class A Fire Rating Type land Type 2 Modules
• Stamped Structural Engineering Reports for all 50 States
Grounding • SnapNrack Grounding Lug(One Lug per individual row of modules)
Warranty • 10 Year material and worksmanship(download full details at snapnrack.com)
Snap rack
(877) 732-2860 www.SnapNrack.com
0 F
rP ..-o Ban
n, no.sewn l .
Y.['e'sh snapn pv M1wn:,.G systesler'. A.n9^ci rasrwea
?CRS: avelox
-$136'LAG BOLTS MIST EMS
2.7 INTO ROOF STRUCTURAL MBTEEPS/PAFIIRS STB 3:PLACE l FOOT
9QPFRACR ALL5/16'HARDWARE TO ON TOP OF FLASHING
OONRKETION L FOOT -SILVER S.S.10-16 FT-LES AND TIGHTEN NUT
CAN BE NOURTTED IN -MKS CANSM MOUNTW)EITHER SIDE ANY 7-9 FT-US
NOWIT TION ]t S.S.name NUf STB 2:SUP RASNB/G OVER
p 1'LDR 1.25.) OF I.FOOT(1RAGPEVS DOWNSLOPE) L FOOT BASE MID UNDER ROW
SNPPNR/IIX OF SHINGLES MOVE
OUTER NUT S.S. TER ��':
\\��\ SHIT WASTER
T ec> d"SS.LAG SCREW `
SHAPTR1ACK j � 1.511 MT WASHEREm
STANDARD MIL �. l/i I S'STANDARD minimum ElEDNBlf
.�- % 65TANpUID ‘
ROOF FLASHING --X SIB 1;BOLT L FOOT
j BASE TO ROOF WDR
LPG SOLI
SWDMMN L FOOT BASE. // // HOOF 1X0(174TR
IC P.
T�
i
. i . /-----
;.
,-
/ ROOFDECKING TYP.�� FS L OT MOUNTING POINT FOR
USE ON
PON SURFACES
WITH UMTO14006AIETILT
� - RADS CAN BE LEVELED UP TO 7 USDIG
UP TOMO LEVELING SPACERS AS
910M1 IN"SEIUES 100 RAIL 1EVELDCi CO ALEIED TNSTAUATIDN
PACER TIP.
MVSNt1YSIf/AEf{_gGY CORP moot 01Mon CNE D6 PMI Knout: 4YAP110k
�is NIg��k '• cAAnet Pqn SiBB PEN 001 PEN DETAIL El,FlA91EDLFOoT TO
DATE RAFTER
F
RM 120113
- 1X SNAPNRACK - 2%SNAPNRACK LEVELING REVISION
r USE CARE DURING LEVELING SPACER ' 1_:]SPACER I, ___ _,
INSTALLATION TO ENSURE
I THAT THE SET SCREW IS - IX A"-18 X 1"LONG - 2%Ys5"-18 X 1"LONG
I ROUGHLY CENTERED BETWEEN SET SCREW SETSCREW I
I
THE TWO PIECES BEING JOINED U ElU �, L— -
1
A• l !I �1J STANDARD SERIES 100
A q Ili -+Jb ATTACHMENTS FEATURES"OF
N
4 VERTICALTINGP INTS YON
ALL MOUNTING POINTS WITH
1 11� 1. THE USE OF 1"IEVELING
10.5 SPACERS
_ AS
8.5 THE FIRST INCH OF
�'8 ADJUSTABILITY IS
I ACCOMPLISHED WITH SLIDING
DETAIL A FEATURES BUILT INTO BOTH L
FOOT AND STANDOFF CLAMP
SCALE 5:8 _, COMPONENTS I
1
RAIL HEIGHT=7.5" • RAIL HEIGHT=8.5" RAIL HEIGHT=9.5" = RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF
ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD
7'STANDOFF 7"STANDOFF T'STANDOFF T'STANDOFF ONE LEVELING SPACER, USE
PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER
•
ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30%OF
ATTACHMENT POINTS ON
L-FEET OR 10"STANDOFFS.
Liiit
FOR A SECOND ADDITIONAL
rt —if INCH OF HEIGHT
I! ADJUSTMENT,ADD ANOTHER
LEVELING_ } L NI fig TWOLVELING SP. USE OF
P LEVELING SPACERS NOT
I 5.9 AT EXCEED T POINTS
��11 r 9.4 ATTACHMENT POINTS ON
Ant 1 39 -' I L-FEET OR 10"STANDOFFS.
m rffi_.I I` J
RAIL HEIGHT=3.4" RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4"
ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE
ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT
PLUS ONE SPACER PLUS TWO SPACERS
UNDER FOOT UNDER FOOT
--(� �y���/��(�� r� 1,, MAINSTREAM ENERGYCORP. DESIGNER G Mci nws SCALE DNS PART NUMBER DESCRIPTION REV
2�Uuy.l�'IIUQV1(�. '"" DRAFTER D Ryan SILO DO6 SERIES 100 RAIL LEVELING F
[MPF vAy uigoPmwo _ . APPROVED By DATE 120113
---- - it
REVISION
SNAPNRACK SERIES 100 ON FLASHED L-FEET _
FLASHED L-FEET ARE OPTIMIZED FOR QUICK -_
AND ROBUST INSTALLATION ON STANDARD - -
COMPOSpON SHINGLE ROOF SURFACES
FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED
r SNAPNRACK MODULE
Allir. . : . . .
ATTACHMENT HARDWARE
SNAPNRACK
/ STANDARD RAIL
•
7r? � �i---tea
ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD) / ��
ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR / /
/
STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING, UNDERLAYMENT,—' I
AND ROOFING MATERIAL TYP.
SNAPNRACK FLASHED L-FOOT
--
S� p p���n MAINSTREAM EEflGV CORP DRAFTSDESIGNER GM9Ee&eu SCALE DNS PART NUMBER DESCRIPTION
IREV
IOp\FIJI VIl?I oRnrrEfl. oRv� SERIES 100 OVERVIEW.ON FLASHED IL
SIDO DO1 F
N®ffiysbpeo¢
APPROVED BY DATE 120113 L-FEET
sn aNpaielos mmM
13VbS/-SaNtrlb3Ht1N 3H4 -vnVb1SI!b.Mot; Nbaw 43PN.er
nYbL ANbiNe:z
LSi9fSNb' vsn
40Vku0tuansa u0 jwao!!oil:Paf4t4a5
5
e aad
4.
la ssaNUJlAo•3•43•3•4° Ite oo3• p�Pile mopl00 ..
paa4U
_ a�u a7s�(s 069 t l�H (!adA 01404,R,lienugui
of A�%QfiLie�xu4aaN4af hews
uauxid
pas
egp3jelo o!aat y 13.3•4 ayl
•
i
I
4tr
v�
4>,
•
p1`,3•:.
,M 3 4 P M .
a
m sn eoaosasisn eaoo13s sn �oaaoissisn aoost
D08E3S/Sn-p 3S
a00E3S
saauaAuI aseyd a16u►S a� 41aoN �o�
C3 p3aeios
` . • . jeos
solar • • ..w. Single Phase Inverters for North America
SE30004-US/SE3SOUA-US/SE5000A-US/SE6000A-US/
SE7600A-US/SE10000A-US/SE11400A-US
SE3000A-U5 ' SE3800A-0S SE5000A-U5 SE6000A US SF7600A-U5 SEIOMOA-US 5E11400A-US
OUTPUT
Nominal AC Po300SAID
wer Cutout 3000 0 6000 7600 9980[205
- 11400 I vA
10000 @2401 '.L..
5409 @ 2081 10800 @ 2081 1
Nay AC Power Odlpm 3300 435 nOX 8350 12000 I VA
c450 Z2431. 10950 @2401 1
AC output Vonage Min Nora Nea
183-208-229 Vac
.. ... . I.
AC Output Voltage Min-No'n.-Max'" ! ! . J ! ! I
211-240 264 Vac
I
AC frear'envy Min.-Nom.-fear '93-60-60 c lwil 1 X ountry semne 57-60 6051 Ed
Max Connnutus output Culrent 125 16 da @ 2001 25 ... 3< 48 @ 208v ' 475
21@240V _ @2a I A
Gr,l-prem^a 1
',Inlay Monitoring,Via nan g Protection countryConfigurable Thresholds yes yes
INPUT _
M DCPowegSTq 4050 , 5100 6750 8100 10250 13500 15350 W
Jranstmmer-lessUngrcunded yes
Mar maim voltage 500 Vtls
Norn DC Mout voltage 325 @ 208V i 350 @ 2401v ac
V t IUEtt=. i 16 5 @ 208V 330/208V Iroax 34 5 Atic
y< 13 155["2401 1B 23 105 @ 240V
.. _. ..
Max Input Snort Circu II[arrant 45 Ada
ieve,aa Palm t0PmtnCYes
...round 180 noianor 0et Lelem^r 600k.5ens M1nry
Maximum Invert-iv[Moen( 977 982 983 983 98 98 -9P
CEC V gl OEPonetry 975 9E 975@2081 975 925 I 97@2080 975 I %
98 @ 240V 9JSC'240V
Nighttime Power Comumpaon <25 <a W
ADDITIONALFEATURES
Supported CmiTun 0 t daces RS485,85232.Ethernet,2 gB {optional/
Revenue GraUe Data,ANSI C12 1 Optional'
Rapm Shutdown-NEC 2e1469012 WnmonahlVe^abletl when 5olarEcge rapid shutdown kat is mnallec"
STANDARD COMPLIANCE
S afety rely UL174I,ULI6998,UL1998.CSA 222
Grid Connection 5tandaros IEEE1547
_._
Em wails FCC pamS classB
INSTALLATION SPECIFICATIONS
ACoutputtsi /AWG range 3/4 minimum/lb6AWG 3/4 minimum/8-3AWG
DC input conduitsite'El of slangs/ r /l-2 stri gs/10 6AWG 3/4' m/12nnngs/
AW6 range 3/C _..... _.. . _ 146 AWG I _
Danensom with Safety Switch 30.5.125 n>.2/775 t3b+]g4 305<125+105/ m%
) _. 77593150260 mm
weight!twith Safety Switch 51.2/233 547/247 884/401 Ib/ke
Natural
cnveci
on
pottie Natural CorweCbwi and internal Fans laser replaceable)
ran 115
91
_..
replaceable) I. .
Noise <25 _. <50 . .. 90A
MIr_Mas.Operating Temperafne 13Iv*140/-25 to9601-00 to 60 version available`'l
Range.
Pro''ecnon RabngNEMA 3R
For mn, eg4 na,orns va.,9 min.r 59.,Foie support
EW Ejsz RoHs
solar - • • = w
SolarEdge Power Optimizer 2
Module Add-On
P300 i P350 ' P404 P405 ,' P500 CL.
CD
CC
LU
{D
PV power optimization at the madute•tevei
tUp It 35 more energy
• Superler eThe ency{99.580
M+ngales all types of rnodutes rmsmatch-loss &am rnanufactaeing tolerance re partial ineehng
• Pcxihfeeptere&he? fur rea>oreeni space coli nhon
. F:Ist instal(aflon wnh a single bolt
Nexo lenerdnon mxirtenanre With module Level mowermg
+ Module Ie.&voltage shutdown For installer and firefighter safety
solar " • • SolarEdge Power Optimizer Module Add-On
P300 ' F-n0 ; Pana ' Pd05 P500
P300 P350 P100 P404 P405
Hot 60esIt {for heh-Power Dee 56est {m,60-oth (toe Tlafitm
modules) 6O- ea ane for mnautas} and 72 eel modules)
72 cell modules) the itnngsl
INPur
OUTPUT DURING OPERATION[POWER OPTIMIZER CONNECTED 1'O OPERATING SOLAREOGE INVERTER)
OUTPUT DURING STANDBY MOWER OPTIMIZER DISCONNECTED PROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER Off)
STANDARD COMPIfANCE
N5TA LLAT ION SPECIE CATIONS
...r ..I I
PV SYSTEM DESIGN USING A CINGE}PHASE 'NRfE PHASE
SOIAREDGE I NVOMER
y C e?ea P..z ••.
PAGE 51
Chi G PI EAVES
POWER DISTRIBUTION
CU9AL
BUG•BITES" o m SF 90C
Insulation Piercing Connectors
Eliminates need for conductor Inwlet on,moping
Folcaip r 10 cop eller instal tolan
For capper in copper,copper r aluminum or aluminum 10 eluminum epOMcelbm
cor use on inzula190 Conductor only
IPC SERIES 71i'r
L 045 CATALOG J61PE P6MGE 1ploue cm Al.exCn IW
xuneex xuCeex mew .8 v300 BOLTS franc CITY LtEroxrRal or
13111 ma 1602 1 z.4 t01 1 ISO on
13105 IPC RM MC 6.a MO 1 ISO Cin
131!0 9PO Yap ax 2A-a BOOI 25 an an
n V
111O941/16MLp 260 q6C0
e u b 1]. CTM
13113 1PC 2540 950 ie -10 30 M 2. 413 C
13114 IPC Me 350- 360
-iq 30O 26 1,63 CTN
13110 /In NU 650 000 fo.0 300 I 21 204 CM
13104 •IPC 3023 6 .200 250.4 AO 1 55 e6 CTN
13105 "IPC 506.0 500-300 Sm-2w 6'u 1 75 261 EA CAUTION
13100 IPC mar 250-600 605-360 600 1 26 2 e EA USe Bup•91ba on
aro wee bI t.305 Vett(kr ledvolum6ror east* Insulated cable allyl
t Na CMatisse Do not Install on bait cable.
Dual-Rated
GUTTER TAP CONNECTORSUl 6 soovJnc
Nigh strength aluminum alloy 6061-Te,th plalad I4$ o
Lay-in designed main conductor remains contkuous
Tap palatal or perpendicular to main 0
GP SERIES ,,'--
WO CATALOG Ca ktliggeitE APPROMaENSWISP1 CSV Er aNNPaP !
NUW66 WMa6R OWN TAP x Pr L o4 WEI.NTPNI UMI! r!////ry/� � /
1311? OPS t 2 e-126] Si m/e 24 1A3 CTN ((( l/ /
13111 GP 10 W-2 M51260L 3.1 1Y. 12 1.19 LIN `Z -- /
13110 Main MO-WO 250•6 + 2'Iv 12 Lbr CSN �.
13101 OP Ma 350-W 350.6 1x. L'. z:. 6 275 CM For cooper-to-copper,
13122 GP SM 503.350 300.2 I . 1n N. i 6 3.10 CIN
mg er-to-ehmdnum,
13123 GPt60 iW 630 W0-2 2 1r, Sr. I 3 25 CM
aluminum-to-aluminum
'e42le.be sewn.
a1eNNIs Ir mcamm.m.d IA Mild manioc wnswn
60150 90°C
Snap-on insulating covers for use with GP connectors For Indoor use only
GPC SERIES
MAID CATALOG FOR USE WITH 1.6_Mgoa.a&D4I1S IINI I CO/ ESTSwPMMO
ACME/4 NOMaER CONMEROR COLON ' H CI L GTY WflOHlla I pini - +'
3132 OPO1 CP2 LL01 �' t 4 6p. O•
13130 GAG ID OP110 M i • i ve CMS
.! ��
13141 OPG 250 aGPM;Mkr EO 10 CTN t r_,
13141 GPC c250 CPSS. ,. • 340 cr
13134 OPOe00 or
RAVE - 0.6 ere
1
13134 MPC 210 cru0 !oMNGt.1_. _. ' .._ - crN 1111
2A4e weaves-pea cum
11 HeT•49e Park,Clinton CT 00413•PMge 850•864-4505•Fan 6666644546
TOLL PREF 1-660.243.1130 10813106 CTI
powered by
Q.ANTUM
•
\ 1
'i
t.\Q. EA LK G4�tl 28529
Q.ANTUM SOLAR MODULE
The new high-performance module is the ideal solu-
tion for residential buildings thanks to its innovative cell technology
. The world-record cell design was developed to achieve
the best performance under real conditions - even with low radiation
intensity and on clear, hot summer days.
/^"`* a.ANTUM TECHNOLOGY:LOW IEVEUZEO Cosi OF EIECTRIGITY
A' Higher yield per surface area and lower HOS casts and higher power
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V INNOVATIVE ALL-WEATHER TECHNOLOGY
Optimal yields, whatever the weather with excellent low-light
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AC ENDURING HIGH PERFORMANCE
iii Long-term yield security with Anti PIO Technology',
Hot-Spot Protect and Traceable Quality Tra.Q° .
EXTREME WEATHER RATING QEc tLs
Hrghntech alumtnwm alloy frame,certified for
high snow(5400 Pa)and wind loads(4000 Pa).
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THE IDEAL SOLUTION FOR: imormotton
format 1670mm r 1000mm r 32mm On:1011g frame) _.. - I
Weigel 18 Rug
P301 tower 3-2mm'hennal.y prestressedglass xi n
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Cable 4mm 2 So a'came:l.:1000 mm.r.-1 WWOOr-s ...............m,„. e'e^ •"
Connecter M415 Contact MC< MCC ntermateaLie I P65
POWER CLASS 295 290 295
MINIMUM PERFORMANCE A14ANGARLIEe T CONOIIIONS,SIC I POWER TOLERANCE.5W 01S
power al 4PP Pte. 285 293 25`.
Snort CoCua Cmvrre 17 9 56 963 9 70
Open Grout?Voltage Vm 3891 39.I9 3948
- Covent al MPPL.. 898 9.07 9.11
Voltage at MPP V.,, 3173 3196 32.9
Efficiency O 717: !i74 -177
A'NI MUM PEPf OR MAN CI f1 NORMAL OPERATING CON D TIONS 500.' / 1
Powaral MPP P.., 207 214 el 218 r 1 9_0
_ short[newt Curren, Iv 2
7.71 7./7 78 1—
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I Curren.at Mop' I.,. 714 712 720
Voltage at MPP V.n 2992 30 :2 30.30
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TEMPERATURE COEFFICtfN TS
Temperature Cbefbment at a (%/q .0 04 Temperature Coelllnent of V, P I%/K] 0.28
lempmnura Coelhvenl of P,,., V I%/NI -039 Normal Operating Cell Temperature NOCT (`t1 4.5
Mn mu,,System Velleze Vm TVI 1000 Lately Class II
Murmum Renree emnm I. IAT 20 Fire Rating C
Winer/snoa load Pa I 4000,5403 Permitted Module Temperalura -40'C up 1:.85'0
Test tom In accordance vnn IEC 612115, On Continuous Duty
QUALIFICATIONS AND CERTIFICATES PARTNER
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May 9,2017
To: Inspectional Services
From: Rachel Bruso—Trinity Solar
Subject: Permit Applications for solar installation
Attached please find the building and electrical permit applications and all of the other necessary
documents here.There is also two checks enclosed for these applications.
If there are any questions, please feel free to let me know.
Thank you very
mumuch!
achel Brus.
rlaMir
Rachel.Bruso@trinitysolarsystems.com
413-203-9088 Ext. 1511
Trinity Solar
4 Open Square
Suite 410
Holyoke, MA 01040