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Naw. marl "Vin i 2,11M Pa(Sp psf.241,kg/m')fr w R I7a,It
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r - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - - - - - - - -
Exterior Wall House '
1 Shed Roof I Exterior Shed Wall
� 1
1 , Solar AC 1
Disconnect I ' Utility I
PV 1 PV 2 — — — — — PV 8 PV 9 I , 240V
I I I 11 1
L — — — — — — — — — — — — — ' I 1
— — — — — — — 1 I
9x SunPower
' X20-250-BLK-B-AC modules
, I 1
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- - — — — — — — — 1 r — — — — — — — — — — — — — — — — — —
,
1 , 1 In House
Basement 100A '
1 Interior Main
1
1 Shed Wall ' Breaker
� I 1
' Main Electric
I Sub Panel ,
1 , Panel with ,
1 with 1 I 125A bus ,
125A bus 1 , ,
kWh '
15A/240V I ' F30A/240V '
production Solar Intertie , ' Panel meter Breaker , 1 aker
, 1 1 1
, � 1 1
'- - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - -'
Solar PV 1 Line Schematic Patricia Wright Date: 9/10/15
67 Vernon St Drawn By:
Northeast Northampton, Ma 01060 Justin Annis
......... - -----
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EVALUATION REPORT
Report Number. 0248
Originally Issued: 0912012
Valid Through: 09t2013
TABLE is ALLOWABLE,LOAM FOR E7 ROOF NAOUNT L-E at T 10.1-(lbs.)rz�a,S
Load Direction L.ilthnate Load Test 1_.vad at 'Feast Load at Calculated Allowable
(see fi ure,below) lest Value, 0150 Inch 0.125 inch
ES.-3.0 dellet:tion deflection �trett th DesignL rrarl
U cliff(withdrawal) 715 5 1.Roo C-95 ?40 344
Lateral 26t} 249 lit? 153 130
Not+.'
I. r31lownbi v Brad values stye base(]oll the Its cast Value fcorn(he'.01itnlite laa:l of three tests(sir r gili lintit),ted;tvd
load al 0.125 ittch dv,Vvctit-)rt(defletstion liniP0,calculated fastener capacity(withdrawal or lateral)fin-wood
with a cperiFc vt 0.55(Stnittwoi Pine)or allowtible ctrc.5.s of ibe alunorturn L-fuut cotinectur.
2. Allowable load valves are ha 3vd on fun?ber vith all of the frltaveing ellaraett ristic ;
at. Located in dry stir°vice candith-its where the moisture cr?ri(ent does not exceed 199in For art extended period
of iilnu s ich as in niust covert d strijou€"t'.S_
b, L catexl where it clots tint experie m:stiMninud exposure to elevated te€itperature..s that exceed I OW F.
1'or any other wMiiions tll+;++,cable table values shall be ntrilliplied by the related atdsttstment factoq's)1C'T,:
and/or t,r)in acco elance with the Nationpi Dcsign Specification fur$ and Cohstnicticin(NIDS 05).
3. Allowable load values are btreed on lumber with a specific gravity of 0.55(So nlicni Pine or eslt:al).
d. Allowable load valtteq for withdrawal are bfLsed om a minimum penctiation oft l'a inches into the roof rnMr
I+y wic 511 f inch:x d inch lying,stn'nlcss fiiettf dag sfc tevr,
5. f'tlitaWal+le V'24IUec IMY not k `tict4ased for lead duration;it acca3iAltire Faith Scd;on 10.3:2 vftlte 1405-05,
t
ti
i
ateral
LOW
EVALUATION REPOR
Reporl Ntumbert 0248
Originally issuedt 09/2012
Valid'Through: 0912013
_ TABU 2: MATERIAL PROPERTI'ES___,,,,_..
C'vtstp;rn:rt=i �4�€t�riaj
I Sltcrc 4C iniltum u frt�
r terptc za€ � laec _ 'EK)NI with durcnneter ratsug of Cio
grF34t$t 304 stabilesx stcei e: i A 240
I "t AI ut t;nuan ttllity 606 3 t6 r1S I Nf S2 t 4 �
Hex 1 r'�Ituitrrtt to a A rS I�rL
A380,0
_hl tsltttt Alu t*i€tttst€ ItQy, 1060 AS'! 11ARii
EZ ROOF MOUNT COMPONENTS
Wlb
ep =i
� S
5'
lip ured:Shoe A15ie nbiy Figure 4:1 icx C pr.
,Figure.''.::Lag Bolt Figure 5:flashitl.g .
Figure A: I_-R)ol
Pagt,4 of 4
EVALUATION REPORT mo
Report Plumber: 0248
Originally Issued: 0912012
Valid Through; 0912013
TABLE 1: ALLONVABLE LOADS IMt KZ ROOF MOUNT L-FOOTIOT
Loid Pirecti4jil Ulth"Ate 1,011d Trst LvId at Test Load at Calculated Allowable
(ste.figure below) rest volue F,25 Q.125 Illch Fastener ffil eta I Desigit Load
F.S.R deffectioll deflection �rell —ill
UJAM(WIthdrawal) 715 1,800 (195 340 340
260 240 130 153 130
I Allowable°oad viilucs arr.11mud mi lim ImO value Iforn flic ultirmate load of threc tests{strength limit);tested
triad at P.12.�inch dellection(delkxtiort 11mil),calct0mcd Wiener vallat'ity(withdrawnI or lateral}f(;r�'Vuod
Nvith aspeciflu gnivity(tf 0,55-5(sqtjthertr Pit ie),or alt-vahle stress vf the aluminium 1,-fot.,t.
2. Allowpble load values are tat cd tit lumber"ViIi till nt,the followilig cllal-actvi�,;dcs:
a, Located iii dry sera Jcv.von0imis where Cite moislure cutitent dves not exceed 19% rcr,it extended period
, Ptimq 5110,1 as ill most vovered structures,
For arty other condiOims,oliov?ahic tah;v valums,shill be multiriied by tile related"Idjustmerit ftirtor(s)(C',
Wid/or CJ its accordance w4fli Ilic Nalional Design Slier.if, rut Wood Constructint,tNDS-05},
J. Allowable kv-dvalue-,are based ,)it Junber witli a specir
gravity of(),55 f&)�
utherm Pine of rqual).
Alloviable load vahies for wilfidrawal are.based uit a tijillillUM i3elletmatioll'oU rh ilches into the rorifraller
11Y 011C 5/16 ifIcIl x It ifich If-III9 slafifles5 ME6 ia&,sCrew,
5 AlIoNvabic whue.5 iijily trot tic illcreaSud fQr(orld duratium ill lCuordimce with Sec.liort 10-3.2 of tile NIDS-05.
Uplift
Lateral
0t
fk
Pa0e 3 of 4
EVALUATION REPORT
Report Number: 0248
0691"ally Issued, 0912012
Valid Throught 0912013
4.2 Installation IR-3in test data and thckile.,ss of aluminum hashing
,;,jL,mittpd is in conformance with Acoeutance Criteria
EZ Roof Mount must be irastafied using the 506 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC
diametOr stairliess, steel 189 screw at each bracket 286-2008), Bain T1 lest conformed to Underwriters
10C,Utiori as described In the manufacturer's installation LaborWary SWndard for Gas Vents. UL 441-96 Sectior,
InstrIlctlons. 199 screw Must peretrato into the roof 25.
rafter a rninirnurn of 2 %, ;riches. Prior to fristaflatiorl, the
roof rafter shall be bored with the required jean and lest resuits art? frorr, laboratories in compliance with
clearance hole for the ul-1,throaded and sham; p artions 180/IE-C 1,7025
Of the iag screw as reauired iq section 11.1,3 of the
NDS -05. Threaded parties?, of tjse lag ;crew shall he 7,0 IDENTIFICATION
inserted into its lead ho'e by turning with a wrench and
not driving by a harnwor. A lie-stamp label ;#, 1110 flashing bearing the name and
address of the manufacturer, the angel number.
Use Of OLIXilirlry holes in the shoo other than the use of IAPMO Uniform E3 Marks of Conformity, and this
an extra fastener to 910P the shoe franc rotating during EvaluaUon Report Number(ER-0248),
h1slallatior, is outside the serape of this report
Flashing should be installed full under the shingle up D to
the fa;sed Portion of the Fashing to provent healer lAp U
ingress under the shingle- No portion cif the flashing N1 0 S
SI•V,Wd be bent uuward,- the flashing must rest fur
aga4lst the roof shingles Y
Performance *� . Otherwise the water and wind rM
may be Impaired. Y,
5.0 CONDITIONS OF USE IAPMO,40248
EZ ROof Mount I_-Foot Kit for Shingle Roofs described
Ill this report Conip!lps W,!h tile codes listed it Section
of report sit,,ject to the following condlions:
5.1 E7 Rcof Mount shall be inst0ed In accordance wilh
this report, MAnufacturer'n, Installation instructions and
the codes listed in Section 1,9
6.2 CaictjIaj'ors
I , to verify the imposed loads (M the EZ
Roof Mount Ossefllbiy do rot 'Oxceed the A?!0wable
loads corlaitied in TaWe I oc' teals report shall be
lo tine code official When requested,
G'lfctila I tions shale lie prepared by 8 registered design
CF0ff-�ss!(1l)8I When "squired by t1je statue of the
i9fisdiction Where fhe wank is construr.ted.
6.0 EVIDENCE SUBMITTED
Testing and aralysis datn submitted Is in confounance
vilth Eviluatfon Crilpja for Joist Hangers and
Miscellaneous C•rnectors(JAPMO ES EC grit-2019).
Page 2 of 4
EVALUATION t.EPORT u
Report Number: 0248
originally Issued: 0912012
Valid Through-, 0912013
Divisiow 06—WOOD AND PLASTICS 3,0 DESCRIPTION
Section: 06060—Connections and Fasteners
REPORT HOLDER: 3.1 General Description
EZ Roof Mount t-Foot Kit consists of 5 basic.
SunModolCorporation components: (1)shoe assembly with captive waterproof
1906 SE 5" 8ulte A crasher, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 96661 rmof rafter, (3) flashing that is placed under the row of
shingles above Ilia shoe and then over the shoe, (4) i.-
EVALUATION SUBJECT Foot that =s placed over the protruding shoe threads
and (5) hex cap that is secured or to the shoe. See
SunModo EZ hoof fount L-Foot Kit for Shingle Figures I to 5 in Table 2.
Roofs
1,0 EVALUATION SCOPE: 3.2 Materials
EZ Roof Mount is fa b!-Icated from aluminum. Shop
1.1 COMPliance with the following codes: assernbly is fabricated using casting aluminum alln
with dimensions of 2.80 inches in diameter and 1.00
* 2009 International Building C;odet inches in height. 11 N held in place using one 5116 irc::h
• 2008 International Residential Code ? d9arneter lag boll that is 4 inch in length and mnade of
* 2006 Interratitanal Building Coder stainless steel. Flashing is fabricated from sheet
* 2006 international Residential CodeV aluminum with dirrensions of 10.0+riches in width, 17.5
inches in length and 0.04 inches In thickness.
1.2 Evaluated In accordance with:
L foot is a 2.00 inch long unequal leg angle made from
* Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 grchr s in
Miscel'arreous Cowlect€3rs (IAPIVO ES EC002- depth 2.00 leaches in width and 0.24 inches in
2011),Approved March 20111 thickkress. It contains a 0.3 75 inch diarneler round hole
Acco to nce Criteria for Roo` l lasning for Pipe with .3 0.83 irich diameter chamfer (in base) that is
Penetrations(iGC-LS A0286),Approved April 20,10 located in the center of the base leg. One slot
measuring 1,64 inch long by 0.40 inch wide occurs in
1.3 Properties Evaluated: the renter and Is located 0,30 ;riches from.1fm top edge
of tine vertical leg,, which INas a scallop front and rear
Structural fraco. See Table 2 for component material properPes
• Weather Protecflon acrid figures.
2,0 USES 4.0 DESIGN AND INSTALLATION
FZ Roof M�ount L-Foot Kit for Shingle Roost; is used to 4,1 Design
mount solar systems and other rooftop devices such, as
satellite dishes on asphalt shingle roofs with woW Tabulated allowable loads shown in Table 1 of thk
rafters underneeth. report are based on allowable stress design (ASD).
Adjustments to these values are required for gnat
E7 Roof 10ount is sneciftcally designed to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or toot water temperatures, use wilh fire retardant Fumbe+ or to 1h
Draduction on roots with slopes from 3 to 12 units lumber ,,Y hose specific gravity is less than 0,55
ve!tical a,a !,7 units horizontal, (Southern Pinet. Allowable values based on fastener
strength may be adjusted fut duration of loadir:g. See
footnotes of Table» for more detailed explanation,
Page 1 of 4
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Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: October 13, 2015
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Patricia Wright, 67 Vernon St,Northampton, MA: Structural assessment of existing
12'x16' storage shed roof to support proposed solar array.
I have reviewed the roof framing details for the 1-story, 12'x 16' storage shed in the area of the
proposed PV panel installation. The rafters are full dimension 2x4 installed at 38" on-center,
spanning 6', with a 7/12 roof pitch. An 8' length of the roof has a 2'-6" overhang. The full
dimension 2x4 rafter are adequate to support the nine proposed panels and the current MA State
Building Code snow load requirement.
I have reviewed the mounting details for the proposed array. Based on a PV panel unit weight of
33f lbs, with the attachment points of the array placed at each rafter, the existing roof framing is
adequate to support the proposed PV array.
Please contact me if you have any questions or need additional information.
Sincerely, V�N OF
DAVID
_ 1 g VREELAND
1r CIVIL -+
'.JI cn
No.46317
David Vreeland, PE
Vreeland Design Associates
1f7NAL E
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland @verizon.net Fax: (413)624-3282
The Commonwealth of Massachusetts
Print Farm
Department of Industrial Accidents
z _43§ Office of Investigations
I Congress Street, Suite 100
.�' Boston, MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name:Northeast Solar
Address:136 Elm St.
City/State/Zip:Hatfield, Ma 01038 Phone #:413-247-6045
Are you an employer? Check the appropriate box: Business Type(required):
1.❑✓ I am a employer with 10 employees (full and/ 5. ❑ Retail
or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. ❑ Office and/or Sales(incl. real estate, auto, etc.)
employees working for me in any capacity.
[No workers' comp. insurance required] 8• E] Non-profit
3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment
their right of exemption per c. 152, §1(4), and we have 10.❑ Manufacturing
no employees. [No workers' comp. insurance required]*
4.F1 We are a non-profit organization, staffed by volunteers, 11.❑ Health Care
with no employees. [No workers' comp. insurance req.] 12.❑ Other
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
**If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an
organization should check box#1.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy information.
Insurance Company Name:Hanover
Insurer's Address:67 Vernon St
City/State/Zip: Northampton, Ma 01060
Policy #or Self-ins. Lic. #WHN 5715134-02 Expiration Date:4/8/16
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
Of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify, under the ' s and pen ofperju�ry that the information provided above is true and correct.
Signature: v / Date:7/22/15
Phone#:413-247-6045
Official use only. Do not write in this area, to be completed by city or town official.
City or Town: Permit/License#
Issuing Authority (circle one):
1. Board of Health 2. Building Department 3. City/Town Clerk 4. Licensing Board 5. Selectmen's Office
6. Other
Contact Person: Phone#:
www.mass.gov/dia
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: Phillip Bausgard CS-106113
License Number
41 Heath Rd, Colrain Ma gJ.340 6/7/17
Address Expiration Date
-247-6045
Signature Telephone
9s. ttitilr. .�lctrih.tYntl + tti £..CndtracttoY* Not Applicable ❑
Northeast Solar 169641
Company Name Registration Number
136 Elm St, Hatfield Ma 01038 7/14/17
Address Expiration Date
Telephone 413-247-6045
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§2SC(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....... ls� No...... ❑
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) 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 780, 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
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors D
Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [Q Siding[❑] Other[0
Brief Description of Proposed Work: install 9 solar electric panels on residence
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes _No
Plans Attached Roll -Sheet
ea..i; OW-h ft Ana0rr,aldditib010,Wdsthi hoWiit cislri ldd ithe fd,I!,Wl `.
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
Patricia Wright as Owner of the subject
property
hereby authorize Northeast Solar
to a behalf, in all tters relative to work authorized by this building permit application.
Signat re of wner Date
Northeast Solar 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.
Ann Bronner
Print Name
4�a '� 7/22/15
Signature of Ow / gent cy 1001 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:1 - L: R:.
Rear
Building Height
Bldg. Square Footage
Open Space Footage °o
(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 DON'T KNOW YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DON'T KNOW 0 YES 0
IF YES: enter Book ' Page'' and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW 0 YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained Date Issued:
C. Do any signs exist on the property? YES 0 NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO 0
IF YES, describe size, type and location: .
E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
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^`^• City of Northampton
Building"Department G �lyyrft{ F
n 212 Main Street °rte iriltit
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Northampton, MA 01060 T4 �ytr€ 31Itd6 � �
phone 413-587-1240 Fax 413-587-1272 Pelk �
APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address: This section to be completed by office
67 Vernon St, Northampton Ma 01060 Map Lot__ Unit;
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Patricia Wright 67 Vernon St, Northampton Ma 01060
Name(Print) - Current Mailing Address:
} ! 413-586-7790
Telephone
Signature
2.2 Authorized Agent:
Northeast Solar 136 Elm St, Hatfield Ma 01038
Name(Print) Current Mailing Address:
a
413-247-6045
Signature Telephone
SECTION 3 -ESTIMATED CONSTRUCTION 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) $ 11,808 Check Number
This Section For Official Use Only
Building Permit Number: Date Issued:
Signature:
Building CommissionertInspector of Buildings Date
File#BP-2016-0508
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD01038(413)247-6045 Q
PROPERTY LOCATION 67 VERNON ST
MAP 31A PARCEL 098 001 ZONE URB(100)/WP(12)/
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 2.7KW SOLAR ARRAY
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 106113
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&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
em o ' ' elay
Sig ure of Buildin 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.
67 VERNON ST BP-2016-0508
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 3 1 A-098 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 PANELS BUILDING PERMIT
Permit# BP-2016-0508
Project# JS-2016-000848
Est. Cost: $11808.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sa. ft.): 21126.60 Owner: WRIGHT PATRICIA
Zoning: URB(100)/WP(12)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT. 67 VERNON ST
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 () Workers Compensation
HATFIELDMA01038 ISSUED ON.1011912015 0:00:00
TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 2.7KW 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 10/19/2015 0:00:00 $75.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner