43-067 (2) Installation Overview
Tools Required: tape measure, chalk line, stud finder, roofing bar, caulking gun with an approved sealant, drill
with 1/4" bit and 1/2" socket.
cours
1st course
Locate rafters and snap vertical and horizontal lines Slide flashing, between 1 st and 2nd course, so the
to mark locations of flashings. Drill 1/4" pilot holes, top is at least 3/4" above the edge of the 3rd course
then backfill with an approved sealant. and the bottom is above the edge of the 1 st course.
F3
/l g/
..s
Line up pilot hole with flashing hole and insert lag The FlashFoot is now installed and ready for
bolt through bonded washer, L-Foot, and flashing. IronRidge Rails. With provided L-foot fasteners pre-
Tighten lag bolt until fully seated. loaded into rails, drop rails into open L-foot slots.
Testing & Certification
FlashFoot is certified for compliance with the International Building Codes (IBC) & International Residential
Codes (IRC) by IAPMO-ES. Mechanical testing conformed to the standard for Testing and Analysis of Joist
Hangers and Miscellaneous Connectors (EC002-2011), and rain testing conformed to the Underwriters
Laboratory Standard for Gas Vents (UL 441-96 Section 25).
Douglas Fir,Larch .50 � 798 �
Douglas Fir,South .46 7 705
Engelmann Spruce,Lodgepole Pine(MSR 1650 f&higher) S .46 i 705
;Hem,Fir .43 636 i
Hem,Fir(North) .46 705
5 Southern Pine .55 t 921
Spruce,Pine,Fir .42 615
Spruce,Pine,Fir(E of 2 million psi and higher grades of MSR and MEL) .50 798
Swrcea Am—an Wood Council,NDS 2005,Table 11.2A,11.3.2A;No-i)Threed a rafter or other structural roof membe,iil gee IBC for required edge dlatances.
ZAL IRON RIDGE FlashFootTM
Rapid & Secure Solar Attachments
IronRidge FlashFoot'" is an all-in-one solar mounting A,, >. a
product for composition shingle roofs that eliminates the
need for separate standoffs, flashings, and L-feet. , ,
FlashFoot incorporates a number of structural and
waterproofing features to securely attach IronRidge
Rails to roof structures, while also protecting against
water intrusion and weather damage.
s
Dual Mechanical Seal
At the core of the FlashFoot,a pre-installed
rubber bushing forms a dual mechanical
seal,with its exterior compressed against
the cavity of the L-foot and its interior tightly
wrapping around the shaft of the lag bolt.
e
10
..,
ti CP F
b'
Load Distribution Plate
A solid metal plate below the L-foot
increases the FlashFoot's structural
strength and prevents any deformation
of the flashing during installation.
Water Shedding Design
A wide flashing layer combined with an
Certified compliant elevated sealing platform maximizes the
"PMO with IBC and IRC. FlashFoot's water shedding ability.
ES
m
XR Rail Family
The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific
design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match.
XR10 XR100 XR1000
XR10 is a sleek,low-profile mounting XR100 is the ultimate residential XR1000 is a heavyweight among
rail,designed for regions with light or mounting rail.It supports a range of solar mounting rails.It's built to handle
no snow.It achieves 6 foot spans,while wind and snow conditions,while also extreme climates and spans 12 feet or
remaining light and economical. maximizing spans up to 8 feet. more for commercial applications.
• 6'spanning capability 8'spanning capability 12'spanning capability
• Moderate load capability Heavy load capability I Extreme load capability
• Clear anodized finish Clear&black anodized finish Clear anodized finish
• Internal splices available Internal splices available Internal splices available
Rail Selection
The following table was prepared in compliance with applicable engineering codes and standards. Values are
based on the following criteria:ASCE 7-10, Roof Zone 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean
Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications.
100 :
i
120 F
None
140 XR10 XR100 XR OOOI 3
160
100
120a
10-20 € ,
140
s
160
100
160
100
40 '
160
t P
50-70 160
80-90 160 YU;-
AlAwk IRONRIDGE XR Rail Family
S011ar Is Not Always Sunny
Over their lifetime, solar panels experience countless
extreme weather events. Not just the worst storms in years,
but the worst storms in 40 years. High winds capable of
ripping panels from a roof, and snowfalls weighing `=
enough to buckle a panel frame.
XR Rails are the structural backbone preventing
these results. They resist uplift, protect
against buckling and safely and efficiently
transfer loads into the building structure. 9
Their superior spanning capability
requires fewer roof attachments, ,,
reducing the number of roof
penetrations and the amount ,
of installation time.
ff) �
Y a
j(j dk
}tI
I
Force-Stabilizing Curve if
Sloped
forces on mounting which vertical
an
o cause them
to bend and twist.The curved shape of XR Rails
is specially designed to increase strength in both
directions while resisting the twisting.This unique
feature ensures greater security during extreme
I weather and a longer system lifetime.
r: swig
9
Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials
XR Rails are IronRidge offers All XR Rails are made of marine-grade ,
compatible with a range of tilt leg aluminum alloy,then protected with an
FlashFoot and options for flat I anodized finish.Anodizing prevents surface
other pitched roof roof mounting and structural corrosion,while also providing
attachments. applications. a more attractive appearance. �+
1
f
LG NeON"2 MUMM
Mechanical Properties Electrical Properties(STC
Cells 6 x 10 Module Type 310 W
Cell Vendor LG MPP Voltage(Vmpp) 32.8
...............................................................................................
Cell Type Monocrystalline/N-t MPP Current(Impp) 9.45
......................................................... ................
Cell Dimensions 156.75 x 156.75 mirn/6 inches Open Circuit Voltage(Voc) 40.4
#of Busbar 12(Multi Wire Busbar) Short Circuit Current(Isc) ........................_9,96
Dimensions(L x W x H) 1640 x 1000 x 40 rr;rn Module Efficiency(%) 13.9
64.57 x 39.37--,1.57inch Operating Temperature(*C) -40-90
...................... .......... ............................
Front Load 6000 Pa/125 psf 0 Maximum System Voltage(V) 1000
Rear Load 5400 Pa/113 psf 0 Maximum Series Fuse Rating(A) 20
Weight 17.0 t 0.5 kg/37.48:j-1.1 lb, -Power Tolerance(%) 03
Connector Type MC4,MC4 Compatible,IP67 S',:'S—a.rd Test I.--dit—)l—&—a]ODO Wirr M.dde T.rrperat25":,AM 1.5
................................
Junction Box IP67 with 3 Bypass Diodes he na—plarep—routputis me-ur-d a dereri—ed byLG Flectr)—saT its solearc ab—Ititedisc net in,
Length of Cables 2 K 1000 mm/2 x 39.37 inch
Glass High Transmission Tempered Glass
Frame Anodized Aluminum Electrical Properties(NOCT*)
Certifications and Warranty Module Type 310
Maximum Power(Pni 226
Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 30.0
IEC 62716(Ammonia Test) MPP Current(Impp) 7.54
IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37.4
.___.._...............
ISO 9001 Short Circuit Current(Isc) 8.03
UIL 1703 ',.'(j C T
,N( :rajf)p,,r,,ngCajiT
Module Fire Performance(USA) Type (UL 1703)
.................................. ........................
Fire Rating(for CANADA) Class C(ULUORD C1703) Dimensions(mm/in)
Product Warranty 12 years 0
Output Warranty of Pmax Linear warranty*10
1)1;year 980,2)After 2nd year 0.6%p annual deq,,ida-ri,3)83 i5%for 25 year-
Temperature Characteristics
NOCT 46 t 3'C
Pmpp
-0,38%/'C
Voc -0,28%/"C
Isc 0.03%/*C
Characteristic Curves
z
0 40OW
40 :
'ww
10- 15W 2-1- J5.W nOAO asrr
pz�
75
he dstaixr,-ti,me.-the center afthe mourring/gi u n holes.
N,rrhAT.P,z,acoia,P-!js,,e.ss7paT. Product spmficatiorris are subject to cilangc without notice,
(9 LG LG DI ctr on,c;USA.Inc CS1J2-60-C-G-F-EN-SOZI 27 [oil YS( [oil
Life's Good 1060 Sylvan Ave. Cliffs,N 17632
Copyrieht 0 201 5_G Elec,,s.All niChts reserved. Intimation for a Better Life
Contact.
lg.S'_la'a)lge.f__r
LG . . . .
Life's Good
• i
LG I` eON"'2 IMMM
LG's new module,LG NeONr"'2,adopts Cello technology.
Cello technology replaces 3 busbars with 12 thin wires APPROVED PRCID:ICT
to enhance power output and reliability.LG NeCIN"2
6/� V
� cell demonstrates LGs efforts to increase customer's values D E C E VP-s
vv v beyond efficiency.It features enhanced warranty,durability, Intertek
I0A 5645..3 BE EN 61 tt
performance under real environment,and aesthetic PhI1,,.1.<r..,»
design suitable for roofs.
Enhanced Performance Warranty �� High Power Output
LG NeONT""2 has an enhanced performance warranty. Compared with previous models,the LG NeONT"2
The annual degradation has fallen from-0.7%/yr to has been designed to significantly enhance its output
-0.6%/yr.Even after 25 years,the cell guarantees 2.4%p efficiency,thereby making it efficient even in limited space.
more output than the previous LG NeONI modules.
�• Aesthetic Roof Outstanding Durability
LG NeONT""2 has been designed with aesthetics in mird; With its newly reinforced frame design,LG has extended
thinner wires that appear all black at a distance. the warranty of the LG NeONT"2 for an additional
The product may help increase the value of 2 years.Additionally,LG NeONT"'2 can endure a front
a property with its modern design. load up to 6000 Fa,and a rear load up to 5400 pa.
• Better Performance on a Sunny Day Double-Sided Cell Structure
LG NeONT"2 now performs better on sunny days thanks The rear of the cell used in LG NEW"2 will contribute to
to its improved temperature coefficiency. generation,just like the front;the light beam reflected from
the rear of the module is reabsorbed to gene-ate a great
amount of additional power.
About LG Electronics
LC E ectrcnics s a global player xiin has keen committed to expanding its cacacag based on solar energy business as its`ucu*'e gnliwth engine.VJe embarked an a soar energy source research prop am in
1 985,supported by LG Group's rich experience in semi-conductor,LCD,chemistry,and materials industry.We successfully released the first Mono X-series to the market in 2010,-which were exported to 32
countries'o the following 2 years,thereafter.In 2013,LG NeONT"{previous':y known as:Niono X�NeON)won"IntersNar Award';w.h:ch proved LG s the'reader of innovation in the industry.
P im,e rs ki If 2 D u n hy P,r., IN"o r-L h a- rin pto n, N,
Kimberly Dernerski
72 Dunphy Drive
Northampton, MA 01062
Installer
Valley Solar
340 Riverside Dr.
28 x 305W LO PV modules Northampton, MA 01062
1 SolarEdge 7.6kW central inverter, 2 circuit strings ngs 41 3-584-8844
• 12 P320 Power Optimizers on string 1
• 16 P320 Power Optimizers on string 9 Drawn by: Patrick Rondeau
System— Roof Mount
L 28 x 305W SolarWorld PV modules
1 x SolarEdge 7.6kW inverter,
City of Northampton 28 x SolarEdge P320 Power Optimizers
Building Department 1 x 12 module array upper roof(175')
Plan Review 1 x 16 module array lower roof (175')
212 Main Street
Northampton, MA 01060
External Wall Basement
SolarEdge
I I [ Int ie
60A Breaker e,�rt iej
7.61(W Breaker
1 1 i Breaker
20A 240V I Central I I 40A/
inverter 240V
240V with DC/AC 0
ni�ronn-cr
1 C 1 1 iv M,C, Ivimil pall Julj Pcom=i
om 1-1 ii wil GOA 2.1140111 1 ?00A
1?
ILI
.............
Dt-iv(.,, Nor'1.1 iLo i ipton, ixiiA 0.1062
4 88 4 4
l f
(l�i
! i-xisting 2x6 rafters Cam?16"o.c.arc add-quote to support solar panels
' �pphu 1;2"}%fr}uood gussets C�rirlgr enwl g:a nbra,l
2x$r:NEt,INALL ABOVE F\IST ING EXT_MALL 1
BLOCKIN& 4
SHIN61-E5 TO MATCH EXIS ING
RIGID LAM 2A L%X11 is L VL RAFTERS @ 24"o.c. - � I /
V4000 13EAD 6OARD of �,,.«• - — I ~
,j 516 5HEETR0CK FIRE TAPED —
r w
.. NEW GUTTERS AND DOWNSPOUTS
t
1t"OVERHANG�p FRONT S -
7 HURL. 1-11< ---------------
f WixT'?1HrADE'
SOFFIT DETAIL TO MA"IrH EX15T
IINI TRIM BY OWNER
N
1/2'61^113 INT.FINISH
TAPF,SANDED.PRIMED
2'xb 1/y. c u ' I 1 I 11 1 �w LU I
'Ulf r I XI I L ifJN6
IL_-._ r n
uj
j
APL At t - K3
r I INSUI ATI JN R',; ?
Jfi I _
a
� I14000 SI 10 HA)C 1[-.1r�,ul<0 $ r
- ( 2 I Sl ECi r'�@l bl`d It JOIST
I •• If Y r Tfi Eli rlN Its M ATION
Eht.iIF$DECK JO15T5 I � � ----"-------------- r 1 "�'�
1411'4 'XT?MCK.CIRPFt ! _ —
idt:Yd k tL.K ON 13 F,4W BLt JW C RAD'r_
PIER F L N t UR'r(t r- E i TING GIRDER,( -:10
FXIS FINS PIER 5yfjCM � -
r - Ex15rIM6,I,7N1ER DE GK(. L OGATE r>) _ (t 2u F jL_h�>HJI-glNl r�i IS�ta�pEGK I � t f
,
! I Q
DETAILS
` + .. CALF, 3/8oe e
1011611`,i
lronl%'idac December 18. 2U 1-1
Mr. Daid F. Taggart Pas: . o!'20
lronROge XR 100 RAL Roof FAA N Wnting Sy swrn -- Wrinural Anal;sis
Nuts— Ablawd vakws are based on the thHoming Merin:
1. Building nican roof,Ilicight ft
2. Rik CaRgoly 1
J. Sohr maxhiivni nWlie iong dKension :� 615 Awhes An Tables KQA W 781 inches 11,
Ta'oies 113•913.
4. Prop isle in. clear betwoen roof and rail
5. End can loser span (max) - 0.40 x maxhrum snwi Stu, above tables
T No rail splices in end spaw
7. No rail splices in middle 1 -3 ofintei-iorsparls
8. Single simple sparys). Spans listed in the tables aboxv may N nwh4ild by 118 A-
continuous raAs of.3 or more. spans,
Our analysis zas::unws &I the Als. including the connections :..nd associatod hardware. arc installed
in a workmanlIe mantiv- in accordance Ath the Aron!zid-,;Ic .111<oof Installation Mnrlual by
lronRidge an,-', ieneral!�' accepted swtndards of Cons"ruct".on pract[cc. Additional in Corp.".itiorl is
available zit the lronRidge "A she. 1ronRidge,corn, AWnition of?V Module capacity 10 SLTPOI'I,
the loads associated with the ghnn Hyray shall [ " the trey ion, flnilh"' of, -.11c Co"n'tractor or Cl ','filer and
not IronRidge or Stad&g Madison. Inlyist,
The adequacy of supporOng roof flvn±-.�, is t�) be detcrlilinc"J olhcrs'
_Plcas-�� feel free to cenow: me at your convenience if you Mv any cywsdons.
Respecit'Llky You"s.
V,
Ti%,s Wanicr. 1I.E.
EwMgn EMAsion Mwagn '4APM,_QrZ
SuAng Madhon Whids Inc. ComAky Suwural and Forensic Enginew!
20
City of Northampton 212 Main Street, Northampton, MA 01060
Solid 'Waste Disposal Affdavit
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 1, S 150x.
Address of the work:
The debris will be transported by: {
The debris will be received by: .
Building permit number:
Dame of Permit applicant
Date Signature of Permit Applicant
SECTION B-CONSTRUCTION SERVICES
8,1 Licensed Construction Supervisor: \_ Not Applicable 13 Name of License Holder: l�l�°,� n sw,,�A��j- �� ®(0 0a)CO
VQ yt o `-v- �1�11t�.�p.32�(Y-1 end i (-- License Number
Address Expiration Date
Signature Telephone
4J
9:Re isieted 1 otnea ovemenf Corifractor. _ Not Applicable ❑
0L)
k mac. do��u3
Company Nlafne Registration Number
Address Expiration Date
Telephone`LtC>D'1 1eU��
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.m 152,§25.C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavitwill result
in the denial of the issuance of the building permit. .
Signed Affidavit Attached Yes....... No...... ❑
The current enemption for"ho—e v mcrs' was c°.tendEd to 1-ncllude of 3ne(I j Cr two(i)ffnnniiies
and to allow such homeowner to engage an individual for hire v-.1ho does not possess a licenses provided tLat tle c viper acts
le�
as sntrervisor.CR 7800 Sixth Edition Section
Definition of Homeowner-:Person(s)who own aparcel 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-4 parson who constructs more then one hdrne in a two-gear period shalll not the considered a homeowner.
Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official. that he/she shall be
respamsilrle for all such work yerformed grander the bu ldltng uermit
As acting Construction Supervisor your presence on the j ob site will be required fl•om time to time,during and upon
completion of the work for which this permit is issued.
Also be ad-%;sed that with reference to Chapter 152('Workers'Compensation) and Chanter 153 (Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you n?aw be Liable for persons)
you hire to perfonn 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 Signs-t€rre
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:;.,....._.....
Building Height
Bldg. Square Footage „_ ,,..._.._... %
Open Space Footage -"'
(Lot area minus bldg&paved
13arkin--)
#of Parking Spares
--_.._._.... ._____.. ...__._._ _._._._.__._ .__-
Fill:
volume&Location)
A. Has a Special Permit/Valiance/Finding ever been issued for/on the site?
NO 0, DON'T KNOW YES .Q
IF YES, date issued:'
IF YES: Was the permit recorded at the Registry of Deeds?
NO DONT KNOW f� YES
@F YES: enter Book : io�£z: and/or Document
B. Does the site contain a brook, body of water or wetlands?. NO 0 DONT KNOW YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Heeds to be obtained 05t3ined 0 , Date Nsued:
C. Do any signs exist on the property? YES NO
IF YES, describe size; type and location:
D. Are there any proposed changes to or additions of signs intended -for the property? YES NO
IF YES, describe size, type and location:.
F, 'U�'lil file C`,U[IS rUCilUli cCtlV(iy UiGturtU(clearing,g-,autf i�, n�•Ce\'ct[C:il, .cr .� _(�U cri
that will disturb over i acre? YES NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION S.DESCRIPTION OF PROPOSED WORK!check all applicable)
New House Addition Replacement Windows Alteration(s) Roofing ❑
Or Doors ❑
Accessory Bldg. ❑ Demolition ❑ New Signs [C7] Decks [E] Siding [[M] Other[ET--
Brief
Description of Proposed
Wor
Alteration of existing bedroom Yes No 61 Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
a:�f �w:hi5ei�e and €e add@tlda�. � <a ��i r > e�it�e ; ®i 6� � E� t Q6owEn 9:
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. Di ensio
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
E. 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 wall City water Supply }
SECTION?a e OWNER AU'THORIZAT9OH-TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOE,BUILDING P'EUMT
B,
as Owner of the subject
property 1
hereby authorize e,%drn SW, «� , �tQtV� "to act on m behalf,in all matters relative to work autho.'_ed by this building permit application.
Signature f caner Date
_._..-.-
06k' e_ -Ttn ero , 0 -arlc y as Owner]Authorized
Agent hereby dec iara that Uhe std re:Fts ar,d fo .ation an,the fereCOinp aoplic2tion are true and accurate,to the best of my knowledge
F
and bVller,
Signed under the pains and penalties of perjury.
I\�At) eA-k
Print Name
I
Signature of ,ner,Agent «
�4�
DepartmentUSe only
� N I ® City of Northampton Status of Permit
Building Department Curb,Cut/Ddveway Permit
0.
212 Main Street SewerlSeptic Availability
{ " ; Room 100 Water/Well Availability
ors rthampton, MA 01060 Two Sets of Structural Plans
pE�or BUILDING 1, -587-1240 Fax 413-587-1272 Plot/Site Plans
NORTr'AMP7ON M
Other Specify
APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION 50�� S Y,pL(/Vy1 — /(PV a-/ li°/Uv/V r
1.1 Property Address: This section to be completed by office
l a .( ut-2191wl P,7 V� Map. Lot Unit
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record: n
�%3�'»`'l��r'` �i �o? 11���y lJ✓�c1C ��GV�°�'l� �CC 2—
Name(Print) Curre t Mailing dd s
Telephone
Signat r
2.2 Au orized Agent: NC\spry 5h� c�
�am e ro tv,�c� Q-o.6� 1�O��1 ore�ce (� C) ob?-
Name(Pri Current Mailing Address:
l3-GS L� -`1522
Signature Telephone
SECTI014 3-ESTi IItNnATQ 00NSTRUCT110M COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit 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) oD Check Number
This Sectlw-,Fckv Ot e"icial Use Only
Building Pe?r?it Nut utter: Date
t Issuted•
i I
I Sign2ture:
Building Commissionerllnspector of Buildings
Date
File#BP-2016-0551
APPLICANT/CONTACT PERSON VALLEY HOME IMPROVEMENT INC
ADDRESS/PHONE P O BOX 60627 FLORENCE01062(413)584-7522
PROPERTY LOCATION 72 DUNPHY DR
MAP 43 PARCEL 067 001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid
Typeof Construction: INSTALL ROOF MOUNTED SOLAR ARRAY
New Construction 0
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 060300
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF MATION 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&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
emolition Delay
/Cl1
Signature of f3uilding Of icial 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 MGL 40A. Contact Office of
Planning&Development for more information.
72 DUNPHY DR BP-2016-0551
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map.Block:43 -067 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Buildinq DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category:ELECTRICAL BUILDING PERMIT
Permit# BP-2016-0551
Project# JS-2016-000879
Est.Cost: $25000.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: VALLEY HOME IMPROVEMENT INC 060300
Lot Size(sq.ft.): 17206.20 Owner: DEMERSKI JOHN&KIMBERLY A
Zoning: Applicant. VALLEY HOME IMPROVEMENT INC
AT. 72 DUNPHY DR
Applicant Address: Phone: Insurance:
P O BOX 60627 (413) 584-7522 Workers Compensation
FLORENCEMA01062 ISSUED ON.10/22/2015 0:00:00
TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 8.5 KW SOLAR
ARRAY
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 10/22/2015 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner