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S U N P W E R* X-SERIES SOLAR PANELS
MORE ENERGY_ FOR LIFE"
SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY
POWER WARRANTY PRODUCT WARRANTY
CL(ids-
More guaranteed power:95%for first 5 years,-0.4%/yr.to year 25.8 Combined Power and Product Defect 25 year coverage
that includes panel replacement costs.9
ELECTRICAL DATA OPERATING CONDITION AND MECHANICAL DATA
X21-335-BLK X21-345 Temperature —40°F to+185°F (—40°C to+85°C)
Nominal Power12(Pnom) 335 W 345 W Wind:50 psf, 2400 Pa, 245 kg/m2 front&back
Max load 112 12 P sf,5400 Pa, 550k
Power Tolerance +5/-0% +5/-0/ S 9/m2 front
Avg. Panel Efficiency13 21.1% 21.5% Impact 1 inch (25 mm)diameter hail at 52 mph (23 m/s)
resistance
Rated Voltage (Vmpp) 57.3 V 57.3 V Appearance Class A+
Rated Current(Impp) 5.85 A 6.02 A Solar Cells 96 Monocrystalline Maxeon Gen III Cells
Open-Circuit Voltage (Voc) 67.9 V 68.2 V Tempered Glass High Transmission Tempered Anti-Reflective
Short-Circuit Current(Isc) 6.23 A 6.39 A
Junction Box IP-65 Rated
Maximum System Voltage 600 V UL; 1000 V IEC Connectors MC4 Compatible
Maximum Series Fuse 20 A Frame Class 1 black anodized, highest AAMA Rating
Power Temp Coef. (Pmpp) —0.30%/°C Weight 41 lbs(18.6 kg)
Voltage Temp Coef. (Voc) —167.4 mV/°C
Current Temp Coef. (Isc) 3.5 mA/°C TESTS AND CERTIFICATIONS
Standard tests UL 1703,IEC 61215, IEC 61730
REFERENCES:
1 All comparisons are SPR-X21-345 vs.a representative conventional panel:240W, Quality tests ISO 9001:2008, ISO 14001:2004
approx.1.6 m2,15%efficiency. EHS Compliance RoHS,OHSAS 18001:2007, lead-free
2 PVEvolution Labs"SunPower Shading Study,"Feb 2013. Ammonia test IEC 62716
3 Typically 8-10%more energy per watt,BEW/DNV Engineering"SunPower Yield Report,"
Jan 2013,with CFV Solar Test Lab Report#12063,Jan 2013 temp.coef.calculation. Salt Spray test IEC 61 701 (passed maximum severity)
4 SunPower 0.25%/yr degradation vs.1.0%/yr cony.panel.Campeau,Z.et al."SunPower PID test Potential-Induced Degradation free: 1000V 10
Module Degradation Rate,"SunPower white paper,Feb 2013;Jordan,Dirk"SunPower Available listings CEC, UL,TUV,MCS
Test Repot,"NREL,Oct 2012.
5"SunPower Module 40-Year Useful Life"SunPower white paper,Feb 2013.Useful life is
99 out of 100 panels operating at more than 70%of rated power.
6 Higher than E Series which is highest of all 2600 panels listed in Photon Intl,Feb 2012.
7 1%more energy than E-Series panels,8%more energy than the average of the top 10 ♦•
panel companies tested in 2012(151 panels,102 companies),Photon Intl,Mar 2013.
8 Compared with the top 15 manufacturers.SunPower Warranty Review,Feb 2013.
pm!"
9 Some exclusions apply.See warranty for details. i O*LWM.l ,I
10 X-Series same as E-Series,5 of top 8 panel manufacturers were tested by Fraunhofer NO
I
ISE,"PV Module Durability Initiative Public Report,"Feb 2013.
11 Compared with the non-stress-tested control panel.X-Series same as E-Series,tested in
Atlas 25+Durability test report,Feb 2013.
I.i
12 Standard Test Conditions(1000 W/m2 irradiance,AM 1.5,25°C).
13 Based on average of measured power values during production
See http://www.sunpowercorp.com/facts for more reference information.
For further details,see extended datasheet:www.sunpowercorp.com/datasheets Read safety and installation instructions before using this product.
c1 April 2013 SunPower Corporation.All rights reserved.SUNPOWER,the SUNPOWER logo,MAXEON,MORE ENERGY.FOR LIFE.,and SIGNATURE are trademarks or registered trademarks of SunPower sun powercorp.com
Corporation.Specifications hsloded in this dotosheet ore subject to change withovl notice.
Document#504828 Re"A/LTR EN
EVALUATION REPORT
Report Number: 0248 4 `
Originally Issued: 09/2012
Valid Through: 09/2013
TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)t'2,3,4.5
Load Direction Ultimate Load Test Load at Test Load at Calculated Allowable
see figure ctiory Test Value 0.250 inch 0.125 inch Fastener/Metal
(see below) F.S.=3.0 deflection deflection Strength Design Load
Uplift(Withdrawal) 7I5 1,800 695 340 340
Lateral 260 240 130 153 130
Notes
1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested
load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood
with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector.
2. Allowable load values are based on lumber with all of the following characteristics:
a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period
of time such as in most covered structures.
b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F.
For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(Ca,
and/or CO in accordance with the National Design Specification for Wood Construction(NDS-05).
3. Allowable load values are based on lumber with a specific gravity of 0.55(Southern Pine or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2 1/4 inches into the roof rafter
by one 5/16 inch x 4 inch long stainless steel lag screw.
5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05.
ateral
S
WW1
EVALUATION REPORT
Report Number: 0248
• Originally issued: 09/2012
Valid Through: 09/2013
'. •
TABLE 2:MATERIAL PROPERTIES
Component Material
Shoe Aluminum alloy ANSI/AA A380.0
,, Waterproof Washer EPDM with durometer rating of 60
Lag Bolt 304 stainless steel ASTM A 240
.-..
L-foot Aluminum alloy 6063-T6 ASTM 8221
Hex Cap Aluminum alloy ANSI/AA A380.0
Flashing Aluminum alloy 1060 ASTM B209
EZ ROOF MOUNT COMPONENTS
4,„,„•:.-A- ....._, ....„0?.. 15-Itik..11'
Figure!: Shoe Assembly Figure 4:Hex Cap
/
":.
. riT1
f tt;
k
,
.. ,
, ,
....,"
-„..."."
/
i
)• g ,________ ,..„... -. /
V -----,7
Figure 2:Lag Bolt Figure 5:Flashing
-‘, '.',-:•:
e.,11,-,-•:,
,
-- .
(- €.- -"''-• ,
---":„;°• "
Figure 3:L-foot
Page 4 of 4
EVALUATION REPORT
MAW
Report Number: 0246x'
Originally Issued: 09/2012
Valid Through: 09/2013
TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)1'2'3'4'5
Load Direction Ultimate Load Test Load at Test Load at Calculated
Test Value 0.250 inch 0.125 inch Fastener/Metal Allowable
(see figure below) F.S.=3.0 deflection deflection Strength Design Load
Uplift(Withdrawal) 715 1,800 695 340 340
Lateral 260 240 130 153 130
Notes
1. Allowable load values are based on the least value from the ultimate load of three tests(strength limit),tested
load at 0.125 inch deflection(deflection limit),calculated fastener capacity(withdrawal or lateral)for wood
with a specific gravity of 0.55(Southern Pine)or allowable stress of the aluminum L-foot connector.
2. Allowable load values are based on lumber with all of the following characteristics:
a. Located in dry service conditions where the moisture content does not exceed I9%for an extended period
of time such as in most covered structures.
b. Located where it does not experience sustained exposure to elevated temperatures that exceed 100°F.
For any other conditions,allowable table values shall be multiplied by the related adjustment factor(s)(Cs,
and/or C1)in accordance with the National Design Specification for Wood Construction(NDS-05).
3. Allowable load values are based on lumber with a specific gravity of 0.55 (Southern Pine or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2'h inches into the roof rafter
by one 5/16 inch x 4 inch Iong stainless steel lag screw.
5. Allowable values may not be increased for load duration in accordance with Section 10.3.2 of the NDS-05.
Uplift
Lateral •
•
r i
Page 3 of 4
EVALUATION REPORT i,r
Report Number: 0248 {;
Originally Issued: 09/2012
Valid Through: 09/2013
4.2 Installation Rain test data and thickness of aluminum flashing
•r, EZ Roof Mount must be installed using the 5/16 inch for R ofdFlashing for Pipe Penetrations (ICC-ESt AC
diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters
location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section
instructions. Lag screw must penetrate into the roof 25.
rafter a minimum of 2 % inches. Prior to installation,the
V roof rafter shall be bored with the required lead and Test results are from laboratories in compliance with
„4. clearance hole for the unthreaded and shank portions . ISO/IEC 17025.
of the lag screw as required in Section 11.1.3 of the
NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION
x. inserted into its lead hole by turning with a wrench and
, not driving by a hammer.
A die-stamp label in the flashing bearing the name and
address of the
-' Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES nMarks r of C nformty,i and number and, an extra fastener to stop the shoe from rotating during
j!
installation is outside the scope of this report. g g Evaluation Report Number(ER 024$).
Flashing should be installed full under the shingle up to
, the raised portion of the flashing to prevent water 1A A f M le ingress under the shingle. No portion of the flashing
should be bent upward; the flashing must rest fully ES
against the roof shingles. Otherwise the water and wind
performance may be impaired.
5.0 CONDITIONS OF USE IAPMO#0248
EZ Roof Mount L-Foot Kit for Shingle Roofs described
in this report complies with the codes listed in Section
1.0 of this report subject to the following conditions:
5.1 EZ Roof Mount shall be installed in accordance with
this report, manufacturer's installation instructions and
the codes listed in Section 1.1.
5.2 Calculations to verify the imposed loads on the EZ
Roof Mount assembly do not exceed the allowable
loads contained in Table 1 of this report shall be
submitted to the code official when requested.
Calculations shall be prepared by a registered design
professional when required by the statues of the
jurisdiction where the work is constructed.
6.0 EVIDENCE SUBMITTED
Testing and analysis data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors (IAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT
Report Number: 0248
Originally Issued: 09/2012
Valid Through: 09/2013
Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section: 06060—Connections and Fasteners
3.1 General Description
,' REPORT HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
SunModo Corporation components: (1) shoe assembly with captive waterproof
•`_ 1905 SE 5th St,Suite A washer, (2)lag bolt to fasten through the shingles to the
Vancouver,WA 98661
roof rafter, (3) flashing that is placed under the row of
shingles above the shoe and then over the shoe, (4) L-
' EVALUATION SUBJECT Foot that is placed over the protruding shoe threads '
`, and (5) hex cap that is secured on to the shoe. See
_ SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
: Roofs
3.2 Materials
`' 1.0 EVALUATION SCOPE:
EZ Roof Mount is fabricated from aluminum. Shoe
;• 1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimensions of 2.80 inches in diameter and 1.00
ts` • 2009 International Building Code® inches in height. It is held in place using one 5/16 inch
• 2009 International.Residential Code® diameter lag bolt that is 4 inch in length and made of
' • 2006 International Building Code® stainless steel. Flashing is fabricated from sheet
• 2006 International Residential Code® aluminum with dimensions of 10.0 inches in width, 12.5
inches in length and 0.04 inches in thickness.
r; 1.2 Evaluated in accordance with:
L foot is a 2.00 inch long unequal leg angle made from
d • Evaluation Criteria for Joist Hangers and 6063-T6 aluminum with dimensions of 3.00 inches in
Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations(ICC-ES AC286),Approved April 2010 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 center and is located 0.30 inches from the top edge
of the vertical leg, which has a scallop front and rear
• Structural face. See Table 2 for component material properties
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as
satellite dishes on asphalt shingle roofs with wood Tabulated allowable loads shown in Table 1 of this
rafters underneath. report are based on allowable stress design (ASD).
Adjustments to these values are required for wet
EZ Roof Mount is specifically designed to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or hot water temperatures, use with fire retardant lumber or with
• production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55
vertical in 12 units horizontal. (Southern Pine). Allowable values based on fastener
strength may be adjusted for duration of loading. See
footnotes of Table 1 for more detailed explanation.
Page 1 of 4
Copyright O 2012 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.No part of this publication may be reproduced,stored in I�l.g
an electronic retrieval system,or transmitted,in any farm or by any means.electronic.mechanical,photocopying,recording,or otherwise,without the prior written permission of the
publisher,Ph:1-877-4fESRPT•Fax:909.472.4171•Web:www.laomoe4.org•5001 East Philadelphia Street•Ontario,California 91761-2616—USA
noi
o
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: August 26, 2013
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield, MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Simon Ahtaridis, 16 High Meadow Rd, Florence, MA: Structural assessment of existing
roof to support proposed solar array.
On August 20, 2013, I conducted a site visit and investigated the existing roof framing in the area
of the proposed PV panel installation. The existing roof framing, apparently constructed around
1992, is constructed using roof trusses over the garage and the area of the main house roof where
the proposed arrays will be located. The roof trusses over the garage and the middle section of the
house span 26'. The section of roof that is east of the middle section and has a proposed array was
not investigated due to a wall with rigid insulation having been installed in the attic separating the
two sections. 1 will conduct another site visit when the project is begun and the installation crew
can cut an access through the wall and I can confirm the framing of that section of the roof. Based
on the engineering calculations of the roof trusses in the garage and middle section of the house, I
expect the remaining section of roof to be constructed with trusses and mostly likely to be
adequate to support the proposed array, but this needs to be confirmed. The roof trusses are
installed at 24" on-center with an approximate 9/12 pitch.
I have reviewed the mounting details for the proposed arrays. Based on the specified PV panel unit
weight of 39.6 lbs, with the attachment points of the array placed at a maximum of 4' on center
and staggered to minimize the load to any one truss and rafter, the existing roof framing of the
garage and middle section of the house is adequate to support the proposed PV arrays. I anticipate
that the remaining east section of roof to also be adequate to support the proposed array, but will
need to be confirm at the start of the project.
Please contact me if you have any questions or need additional information.
Sincerely,
'c*LAN ofkis
d DAVID A. Z.
VREELAND m
David Vreeland, PE 463 o CIVIL
No.46317
Vreeland Design Associates 17 9 �,�
ass/OMAI okc'\
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland @verizon.net Fax: (413) 624-3282
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The Commonwealth of Massachusetts
Department of Industrial Accidents
fli,-.r Office of Investigations
�, 9 600 Washington Street
' � "--- ;J Boston, MA 02111
' r_Ex",- www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual):
NorthEast Solar Design
Address: 136 Elm St .
City/State/Zip: Hatfield, Ma . 01038 Phone #: 413 -247-6045
Are you an employer? Check the appropriate box: Type of project(required):
1. IN I am a employer with 9 4. n I am a general contractor and I
employees (full and/or part-time).* have hired the sub contractors 6. El New construction
2.n I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub contractors have 8. ❑ Demolition
working for me in any capacity. employees and have workers'
9. ❑ Building addition
[No workers' comp. insurance comp. insurance.t
required.] 5. n We are a corporation and its 10.0 Electrical repairs or additions
3.n I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.] t c. 152, §1(4), and we have no Solar
employees. [No workers' 13. ] Other
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: Hanover Insurance
Policy # or Self-ins. Lic. #: WHN 5715134-02 Expiration Date: 4/8/15
Job Site Address: 16 High Meadow Rd. City/State/Zip: Florence, Ma 01062
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 cer ' under ie J.ai ' penalties of perjury that the information provided above is true and correct.
Si.na . e•/� i/` 46 / Date: 7/11/13
OIPPr
Phone#: 413 -24 5
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. Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone#:
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Phillip Baunsgard
Name of License Holder: CS-10 6113
License Number
11 Edward Ave Southampton, Ma 01073 6/7/15
dress� Expiration Date
� j 413-247-6045
ig•.ture T -phone
9.Registered Home Improvement Contractor: Not Applicable ❑
Northeast Solar 169641
Company Name Registration Number
136 Elm-St.)Hatfield, Ma. 01038 7/14/15
Addres ;_ � Expiration Date
/7,27.<7 Telephone 413-247-6045
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 ❑
11. - Home Owner Exemption,
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 n Addition ❑ Replacement Windows Alteration(s) r7 Roofing n
Or Doors 0
Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [Q Siding[0] Other[0]
Brief Descriptionnof Proposed --
Work: A.44...,w / . , , r ".bl-e 09--7 /t cI
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
6a. If New house and or addition to existing housing, complete the following:
a. Use of building : One Family Two Family i 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
Simon Ahtaridis , as Owner of the subject
property
hereby authorize Northeast Solar
to act on my beh If, in all att rs relative to work authorized by this building permit application.
7/12/13
Signature of ner 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 pai• _•. penalties of perjury.
Ann Bro er
Print ∎ - Alp
7/12/13
Illtal Signature of owner/A4W 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 DON'T KNOW 0 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 Q DON'T KNOW 0 YES 0
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 (3 NO 0
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 Q NO
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
UDepartment use only
City of Northampton Status of Permit:
�(,E 3 z�e� Building Department Curb Cut/Driveway Permit
212 Main Street Sewer/Septic Availability
Electnc, Plumbing Room 100 Water/Well Availability
Ncrtharnpion, MA 01Cto orthampton, MA 01060 Two Sets of Structural Plans
phone 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 Property Address:
This section to be completed by office
16 High Meadow Rd. Florence Map Lot Unit
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Simon Ahtaridis 16 High Meadow Rd. Florence,Ma 01062
Name t) Current Mailing Address:
413-588-4780
Telephone
Signature
2.2 Authorized Agent:
Northeast Solar Northeast Solar f56/ < c ,
Nam Current Mailing Address: 74 //44:1(c// � 0/038
�' � Northeast Solar /� ���_27._6�j 5J'
Signature Telephone T
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building 63,269 (a) Building Permit Fee
2. Electrical 3,007 (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) 66,276 Check Number 9o( ( 4'3
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File#BP-2014-0574
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 16 HIGH MEADOW RD
MAP 30A PARCEL 081 001 ZONE SR(101)/WSP(23)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out 03 Q
Fee Paid l
Typeof Construction: INSTALL 42 SOLAR PV PANELS ON ROOF 1/4 5k
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 FOL WING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO ATION 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
je.
gier
Signature of Building Official 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.
16 HIGH MEADOW RD BP-2014-0574
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 30A-081 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-2014-0574
Project# JS-2014-000937
Est.Cost: $66276.00
Fee: $396.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(sq. ft.): 350658.00 Owner: HIGH MEADOW REALTY TRUST C/O SIMON AHTARIDIS
Zoning: SR(101)/WSP(23)/ Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 16 HIGH MEADOW RD
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 0 Workers Compensation
HATFIELDMA01038 ISSUED ON:11/7/2013 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 42 SOLAR PV PANELS ON ROO -
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 11/7/2013 0:00:00 $396.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner