17C-041 (16) 63 SHEFFIELD LN BP-2018-1015
GIS#: COMMONWEALTH OF MASSACHUSETTS
Mao:Block: 17C-041 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGLLcc.1144/2�A)
Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2018-1015
Project# JS-2018-001843
Est. Cost: $25580.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: VALLEY SOLAR LLC 110400
Lot Size(sa. h.): 15725.16 Owner: CHODOS LEIGH
zoning: URBt100yURA(0)/ Applicant. VALLEY SOLAR LLC
AT: 63 SHEFFIELD LN
Applicant Address: Phone: Insurance:
PO BOX 60627 (413) 584-8844 WC
FLORENCEMA01062 ISSUED ON.41612018 0:00:00
TO PERFORM THE FOLLOWING WORK22 PANEL ROOF MOUNTED SOLAR ARRAY -
7.15KW
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 p 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:
FeeTvoe: Date Paid: Amount:
Building 4/6/2018 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (4 13)587-1272
Louis Hasbrouck—Building Commissioner
' So (a,r
Department use only
4�pl y? �6 City Tipton Status of Permit
) epartment Curb Cut/Driveway Permit
l t , ��s�o 2 Main Street SewenSeptic Availability
y1_�1. �.¢�ov� Room 100 WaterrWell Availability
Northampton, MA 01060 Two Sets of Structural Plans
_ one 413-587-1240 Fax 413-587-1272 PIoUSite Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION aP— 15— la15
1.1 Property Adcdrress. This section to be completed by office
r63 JIr.�efpeLD L4NC ( 7
Map 6 Lot Unit
FLov—Fvwym,q 0106a- Zone Overlay District
Elm SL Disbict CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record
L H c C S 63 olo63
Name(Pool) Current Mallinq Atldress
611T 0 8181
Telephone
Signature
2.2 Authorized Agent:
Valley Solar LLC PO Box 60627, Florence, MA 01062
Name(Print) Current Mailing Address.
413-584-8844
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
2. Electrical (b) Estimated Total Cost of
Construction from 6
3. Plumbing Building Permit Fee ��...
4. Mechanical(HVAC)
5. Fire Protection
6. Total=(1 +2+3+4+ 5) �, Check Number
This Section For Official Use Only
Building Permit Number'. Date
Issued:
Signature'.
Building Co sionerllospector of Buildings Date
info�a valleysolar.solar
I
EMAIL ADDRESS REQUIRED; CON ACTO
$PCCiOn 4. ZONING AR Information Must Be ConiPermit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
ibis column m be fitI d to by
Building llepanment
Lot Size
Frontage
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg.Square Footage
Open Space Footage %
(Lot area minus bldg x:ps,ed
rkiv )
A ol-Parking Spaces
Fill:
columc X Loc,ir.)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO O DONT KNOW O YES O
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW 0 YES O
IF YES: enter Book Page and/or Document k
B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O
IF YES, has a permit been or need to be Dbtained from the Conservation Commission?
Needs to be obtained O Obtained O , Date Issued:
C. Do any signs exist on the property? YES O NO O
IF YES, describe size, type and location:
D. Are there any proposed changes to or addil ions of signs intended for the property? YES O NO O
IF YES, describe size, type and location:
E, Will the construction activity disturb(Gearing, grading, excavation, or filling)over t acre or is it part of a common plan
that will disturb over 1 acre? YES O NO O
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
SECTION$-DESCRIPTION OF PROPOSED WORK tcheck all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors D
Accessory Bldg. ❑ Demolition ❑ New Signs [[I] //L Decks [p Sidling(CI] Other IiX solar
Brief Desorption of Proposed
Work ln,S ,f laY� 0tII pa q, ISFD , 0a QUeL, St LLf IDOf JrTC1I ,
Alteration of existing bedroom_Yes_No Adding new bedroom Yes No ^'�
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
sa. If New house and or addition to existing housing, complete the following.
a. Use of building OneFarri 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 attachedo
h. Type of construction
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
I. L- EI �-';+ Cf+J�toi , as Owner of the subject
property
hereby authorize Valley Solar LLC
to act on m alf, in all matters relative[o work authorized by this building permit application.
3 '
Signature of er Date
1, Valley Solar LLC as Qx )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 4nd penalties of perjury.
fLIUQ✓l wan
Pint Name
�II�I18
Signature of Owner/Agent 7Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable D
Name of License Holder _
License Number
Lauren Harris _ CS-110400
Address Expiration Date
248 Ho a St. Greenfield MA 03301 7/11/20
Signature Telephone
413-824-7945
Qlatered Hoine IM yernent Contractor: Not Applicable D
Company Name Registration Number
Valley Solar LLC _ 186338
Address Expiration Date
PO Box 60627, Florence, MA 01062 Talephone 413-584-8844 10/27/18
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§2SC(6))
Workers Compensation Insurance affidavit must be completed End 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...... D
The Common vealtlr of Mtninchusefes
Deparintenr ojLrdustrial Accideu(s
1 Congress Street, Suite 100
Boston, MA 02114-2017
unv,nanass.gav/dia
\\at'kers' Compensation Insurance Afidavi F.Builders/Contractars/Electricians/Plumlters.
TO BE FILED Wl I'll THE PERMITTING AETHORIT)'.
.Applicant niform2tion PlItil Prim L bl
Natne(BOat....ier,uaxanom'Ipolmduep:Valiey Solar LLC
Address:340 Riverside Dr.,PO Bax 60627
City/Siatei Zip:Florence, MA 01062 Phone IS 413-584-8844
an....a, .nnlay v0...k ee vl prl ,,ea.. --
Type of pt olcct (requireU)
6
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l urm ur enrple vu new is p,,vidi..w...A,,s'cel"'enlnn inaurnme jman,empinyeet. Belml,is the policy utdl we
inlormidell
Insurance Company Name.Berkley Insurance _
P ,Y i or Sdf-no 1 + MAARP301229 _ Eep,..auon Dem- 2/112019
Noll �iw.v«Wac 63 5-Nil e-A L_Cln�
Vniell acnpv of sse'Aers'compensation police declaration pale(shoa'ing the p,lic7 number and expiration date).
Fallell,to secure cr,ti-ave as vequ red tide:AIGC 2. ;25.A i. a final cioleimn j unicbable IT,a One LIP all Sl? o 00
and oT ..I,-1 ,, fell,so 'llas eLasell Ilprnzities al he fo rm of a STOP VVOR K 011 e nd afinc of up to S2,0 Of
day apa,,ol the s lolmor_A co,} of Illu,lemeni ra, he fonrarded to the Office of In,-'-(_,.eons of DIA for Insula.¢
coreraee vn iRaation.
]A I oby mrtrh I'd
/e(/b7tltar su d1 rtnitin- 71 l / (he urformm'innl ivididnbme iso avre, dcnrr r.
oI
Phone;.413-584 8844
Oficial use Ill Do unr invite to v/rfs nrcu,as he uo aplan d by in nr tmvte nJfciul
Cit., a, ra - Pei ledUl.icense R
Issuing Autherhp(circle one):
1.Board of Health 2.Bonding Department 3.Cin-/Tox'n Clerk 4.Electrical lnspeetnr i.PlueMng bapeelor
6. Other
C,,akn Person: Phone#:
City of Northampton
. :
/ Massachusetts
L
DEPARTT T OF BUILDING INSPECTIONS !
212 Nai Street eM nicipal auilding .�
C- No[thae ton, HA 01060
Debris Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building
permit all debris resulting from the construction activity governed by this Building Permit shall be disposed
of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
The debris from construction work being performed at:
63 �eFftetcQ l��
(Please print house number and street name)
is to be disposed of at:
Valley Recycling. (235 Easthampton Rd, MA 01060)
(Please print name and location of facility)
Or will be disposed of in a dumpster onsite rented or leased from:
Valley Solar. (POB 60627, MA 01062)
(Company Name and Address)
j4q�� l �(lq
Signature of Permit Applicant or Owner Date
Iffor any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the
Building Department as to the location where the debris will be disposed.
r1 52 S. Broad St,
FUSION Lansdale, PA 19446
--_ f27S)361-8040
April 6. 2018
Valley Solar
340 Riverside Or
Northampton, MA 01062
RE: Chodos Residence
63 Sheffield Ln, Florence, MA 01062
Client Project$: 63CHOD
PFE Project 7F'. 182084
On behalf of Valley Solar, Penn Fusion Engineering LLC(PFE) performed a structural analysis of the roof at the above
referenced location. The purpose of our analysis was to determine if the existing roof system is structurally sufficient to
.upport the new photovoltaic moudles in addition to the code required design loads.Our analysis is based an the information
provided by Valley Solar and is isolated only to the areas where the modules are intended to be placed.
System Specifications:
Total System Size'. 7.15 kW!DC
Panel Specs'. (2 2)Panasonic -VEHN325SAI6
Inverter Specs: (1) Solar Edgge -SE6000A-US
Racking System: Snap NRack- Series 100 UL
The modules are to be located on the following roof plane'.
Mounting Rafter Rafter Horizontal Collar Collar Tie Sheathing Shingle Number of Ceiling
Plane Size Spacing Span Ties Spacing Type Shingle Layers Profile
1 2x6 16" l]ft. tin. N A 0" COX 112" Asphalt 1 Flat
Shingles
The roof design has been analyzed in accordance with the 2015 International Residential Code with design loads as follows'.
Ground Snow(Pg) 40 psf
Wind Speed W) 120 mph
Mounting Plane 1
The calculations for these structural members are attached. It has been determined by this office that the rafters exceed the
allowable span for the total design loading Attached are repair details that,when installed,will render the roof system
structurally adequate to support the new PV modules in addition to the code required design loading.
Attach the module rail brackets to the roof with 5,16' lag bolts at 48 on center maximum. Provide a minimum of 2"of
penetration into the wood members.
This office has determined that the installation of the PV System as specified above will meet the structural requirements of
the 2015 International Residential Code and ASCE]-10 when Insulted in accordance with the manufacture's instructions.
If you have any questions regarding this analysis, please feel free to contact us.
or
E7
Pest Regards,
Penn Fusion Engineering LLC c�
Andrew D. Leone, P.E. c .
Principal
S•Ary�AL E�
Broa
FUSION 152 S. A19 46
Lansdale, PA 19946
(267)640-2758
Client Name: Valley Solar
PEE Project Number. 182082
Client Project Number'. 63CHOD
Project Crocus Res.dence
Address: 63 Sheffield Lu
Florence, MA 01062
Description: Mourn ig Plane 1
Calculations By ADL
Date: April 6, 2018
Roof Construction
2x6 Rafters at 16' on center
A- 3.25 int
Ix- 20.8 in°
Sx- 7.S6 in'
Wood Species- Doug Fir Larch k2
Fb- 900 Psi
Fv= 180 psi
E- 1.6e+06 psi
Roof Slope 30 ,
Rafter Span- 11.62 ft
Ceiling Attached to Rafters?. No
Design Criteria
Ground Snow(Pe). 40 psf
Design Wind Speed'. 120 mph
Live Load. 20 psf
Dead Load'. 4.7 psf
PV Modules. 3.46 psf
Wind Calculations
Directionality Factor(Kr), 0.85
Topographic Factor(iI
Velocity Pressure Exposure Coefficient 0
(K,)
Importance factor(p: 1
Velocity Pressure(q,): 21.93 psf
Tributary Square Footage on 10.83 f['
Co.ponenc.
Component Roof Pressures: 23.61 i -30.12 psf
Snow Load Calculations
Exposure Fact., C,) 1
Thermal Factor(C,) I
Importance Factor(1): 1
Flat Roof Snow Loads (Ply. 28 psf
Roof Slope Factor(C,) 1
Sloped Snow Loads (P,). 28 psf
Unbalanced Snow Load 40 psf
Member Calculations
Bending
Ma' 1083.84 in•Ib
% 1719.81 Psi
Load Duration Factor(Cd) 1.15
Stability Factor(CL) 1
Wet Service Factor(CM): I
Temperature Factor(CT): 1
Size Factor(CO 1.3
Flat Use Factor(Cr„)'. I
Incising Factor(Cd: 1
Repetitive Member Factor(C,): 1.15
Fe- 900 psi
F'y: 1547.33 psi 1719.8b 154733 No Good In
Bending
Shear
V, 373.121b
f,: 67.84 psi
Load Duration Factor(Cd: 1.15
Wet Service Factor(C.): 1
Temperature Factor(CT). 1
Site Factor(Q): 1.3
Flat Use Factor(Cm) 1
Incising Factor(C,) 1
F,: 180 psi
F'.,): 207 psi 67.84,=207 OK In Shear
Deflection
Live Load Deflection (DI)'. 0.66 in L/212 OK In Live Load
Deflection
Total Load Deflection(AT)' 0.79 in L/176 OK in Total Load
Deflection
Uplift Calculation
Tributary Square Footage on 10.83 ft2
Component.
Uplift Pressure: -30.12 psf
Uplift per Lag: -326.26 Its
Lag Screw Diameter: 5/16 in
Allowable Withdrawal per Inch: 490.99 lbs/in
Minimal Screw Penetration'. 0.66 in
Install 5/16"diameter lag screws @ 48 on center with
minimum penetration of 2'into rafter.
\ FUS7 1 c 152 S. Broad St.
ION Lansdale, PA 19446
(267)640-2758
Client Name. Valley Solar
PFE Project Number. 1 82084
Client Projea Number. 63CHOD
Project: Crocus Residence
Address. 63 Sheffield n
Florence, MP 01062
Description: Mounting Plane I
Calculations By: ADL
Date: April 6, 201!,
r
New Sistered Rafter Size: 2x6x4'Doug-Fir Larch#2 or better
Nailing Requirements. (2) I Od Nails @ 12"on center with(31 additional I Od Nahs at each end
I Od = .12" hank diameter x 3" long minimum
Note:Apply repair to each rafter under PV systen
E e
e •� a
=
WIN Client: � a
Leigh Croups
63 Sheffield Lane ;
Florence MA 01062
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Racking:Snap N Rack Series 100
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a 1 PVARRAY Series 100 Snap N Rack 100 Series Roof Mount System _. GUAGE COND. TYPE SIZE
2 SOLAR PV MODULE 'VBHN325SA16(22)Panasonic 325W PV modules 1 USE20PV WIRE• 10 4
_EGC - — 2 5
3 POWER OPTIMIZERS IP400 (22)SolarEtlge P400 — -Cu-- — s
a - - - ] THHN 2�o XHHW 2po RH_W-2❑ 8 4
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Panasonic
Panasonic's unique helerolunction technology uses ultra-thin
amorphous silicon layers.These thin duat layers reduce lasses,
resulting in higher energy output than conventional panels.
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Advanced bifacial cell designed for increased energy output.
The cell untizes sunlight reflected back from the rear side
material which captures more tight and converted into energy.
Penas[nic
t1✓♦ � � 1111111
High Efficiency at High Temperatures 25 Year Product and Performance Warranty--
As temperature increases, HIT®continues to Industry leading 25 year product workmanship
perform at high levels due to the industry leading and performance warranty is backed by a century
temperature coefficient of-0.258%/°C. No other old company-Panasonic. Power output is
module even comes close to our temperature guaranteed to 90,76%after 25 years,far greater
characteristics. That means more energy than other companies.
throughout the day.
Quality and Reliability Higher Efficiency 19.7%
Panasonic's vertical integration,20 years of Enables higher power output and greater energy
experience manufacturing i and 20 internal yields. HIT®provides maximum production for your
tests beyond those mandated by current limited roof space.
standards provides extreme quality assurance.
Low Degradation Unique water drainage
HIT"N-type" cells result in extremely Low Light The water drainage system give rain,water and
Induced Degradation ILIDI and zero Potential snow melt a place to go, reducing water stains and
Induced Degradation [PID)which supports soiling on the panel.Less dirt on the panel means
reliability and longevity.This technology reduces more sunlight getting through to generate power,
annual degradation to 0.26%compare to 0.70%
in conventional panels,guaranteeing more power
for the long haul.
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solar • e z Single Phase InverterSfor North America
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SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION.
NOTES:
-STANDARD LAG BOLT SPEC ASSUMES
5/16" LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL
MEMBERS/RAFTERS
-TORQUE ALL T6" HARDWARE TO THE
FOLLOWING: ROOF RAFTERS OR
-SILVER S.S. 10-16 FT UES STRUCTURAL MEMBERS
-BLACK S.S. 7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE OF
POST(UPSLOPE VS. DOWNSLOPE)
-FOR UNEVEN ROOF SURFACES, USE SNAPNRACK MODULE
UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG
FOOT OR STANDOFF. SEE DRAWING t (NOT MANUFACTEEDURERS RS
'STANDARD RAIL LEVELING" FOR (N MANUFACTURER'S
DETAILS AND LIMITATIONS RECOMMENDATIONS)
MODULE OVERHANG
r,
i
STANDOFFS ARE BOLTED
INTO ROOF RAFTERS OR
STRUCTURAL MEMBER
"RAIL SPAN"
DISTANCE BETWEEN
ROOF ATTACHMENTS
"RAIL END OVERHANG" (NOT lb EXCEED
34%OF ACCEPTABLE RAIL SPAN)
"Al'AINSTREAM ENERGY CORP DESIGNER. GMCRree1— SCALE. DNS .PART NUMBE R. DESCRIPTION. REV l ply\UN �VU1J1- DRAFTER. oRy," S100 D05 SERIES 100 TYPICAL LAYOUT F
6�9 f0I®au w®oyahm .,..__':.::.. ., APPROVED BY. °nre 120113