SOLAR-000001-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
s
Community Development- Building& Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: SOLAR-00000 1-20 1 7 Date Issued: Thursday, May 17, 2018
This is to certify that work requested to be done as shown by Permit Number SOLAR-00000 1-2017
has been completed.
Tax Map Number: 302.14-1-27
Location: 96 DIXON RD
Owner: Edward Greenberg
Applicant: Apex Solar Power
This structure may be occupied as a: Solar Panel System
No Rafter Upgrade By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the /J
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SOLAR-000001-2017
Tax Map No: 302.14-1-27
Permission is hereby granted to: Demarse Electric
For property located at: 96 DIXON RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tvne of Construction
Owner Name: Edward Greenberg Solar Panel-Residential $24,000.00
Owner Address: 96 DIXON RD Total Value $24,000.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Demarse Electric
64 MAIN ST
Queensbury,NY 12804
Plans&Specifications
Solar Panel System
No Rafter Upgrade
$30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,January 30,2018
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queen?50
tion date.)
Dated at the Town of4on4�t,2017
SIGNED BY: r the Town of Queensbury.
Director of Building&Code Enforcement
Office Use Only
ACCESSORY STRUCTURE APPLICATION Received
DATE 1/4/17 Tax Map ID
TAX MAP ID 302.14-1-27 Permit No. Sal_ L-oon -20
Permit Fee 41_�SO
ZONING
Rec��"� �
HISTORIC SITE Yes No Approvals
SUBDIVISION NAME Lot#
APPLICANT Apex Solar Power OWNER Ed Greenberg
ADDRESS 64 Main St., Queensbury, NY 12804 ADDRESS 96 Dixon Rd., Queensbury, 12804
PHONE (518)309-2786 PHONE (408)209-8516
CONTRACTOR Demarse Electric Inc. COST OFCONSTRUCTION(ESTIMATED): $ 24,000.00
ADDRESS: 64 Main St., Queensbury, NY 12804 BUILDING ADDRESS: 96 Dixon Rd., Queensbury, 12804
PHONE: (518)309-2786
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE Greg Demarse (Demarse Electric Inc.) PHONE(518)309-2786
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse i s`floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height
Boathouse with Sundeck
Deck
Detached Garage(#of cars_) (?il —X--
rr—
Dock W L=3 IF-V/ I- IN I
--------------
Pole Barn I in]
Porch-open
Porch—3 season,Covered,Enclosed TOWN OF
QUEENSRijPv
Shed BUILDING& CODES
Other Accessory Structure(s) 775 sq ft(2 arrays)
"Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans and supporting materials are a true&complete statement description of the work proposed,that all work will be
performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local
zoning regulations. I acknowledge that prior to occupying the facilities proposed, 1 or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
✓1 have read and agree to the above: Print Name: Olivia Baitinger Date: 1/4/17
Signature: ,� `y Date: 1/4/17
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
518.309_2SUN (2786)
315.6299SUN (9786)
•• •
January 3, 2017 302.14-1-27 SOLAR-000001-2017
Mr. Robert Reynolds Greenberg, Edward
Apex Solar Power 96 Dixon Road
64 Main Street Solar Panel System 775 s.f.
Queensbury, NY 12804
RE: Solar Panel Project—Greenberg Project E C E 9 V
IE
96 Dixon Rd,Queensbury, NY 12804 j
Dear Mr. Reynolds, TOWN OF QUEENSBURY
BUILDING&CODES
I have completed the structural adequacy review for the above referenced project. I determined whether the existing
rafters/roof support structure would adequately support the additional proposed solar system dead load in regards to
flexure and deflection, as well as determined the required minimum resistance against anticipated wind uplift and shear
loading for the roof mounting systems.
According to the Site Visit Form provided for said project,the building of the roof structure proposed to receive the
additional solar system dead load is a single-family residence. The roof configuration, proposed panels and mounting
systems are as follows:
• Roof Plane 1 (RP1)
o Roof Structural System
■ 2x6 rafters spaced 16"on center,Southern Yellow Pine, No. 2 or better
■ Decked with %" plywood and a single layer of asphalt shingles
o Proposed PV Modules and Mounting System
■ Trinamount Modules(or equivalent)
■ Iron Ridge Roof Mount System (or equivalent)
• Roof Plane 2 (RP2)
o Roof Structural System
■ 2x4 trusses spaced 24" on center, Southern Yellow Pine, No. 2 or better
■ Decked with %" plywood and a single layer of asphalt shingles
o Proposed PV Modules and Mounting System
■ Trinamount Modules (or equivalent)
■ Iron Ridge Roof Mount System (or equivalent)
64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057
• .
518.309.2SUN (2786)
315.629-9SUN (9786)
ap(:@K
. .
•'.•.• •• ar p•
A summary of my review follows:
I determined the existing structural system dead loads and the additional dead load resulting from the proposed solar
system. The controlling roof live load is snow loading and has been determined according to the requirements set forth
in ASCE 7-05. The roof system was then checked against allowable flexural stresses and deflection limits for adequacy.
Wind loads were also determined according to the procedures of ASCE 7-05. The resulting wind uplift and shear forces
are included in the design calculations and may be used to determine the appropriate roof mounting hardware.
In conclusion:
The roof was inspected from the interior and exterior to determine the existing conditions. From my professional
examination of this specific address, I determined that the existing roof systems RP1 and RP2 are adequate in regards to
bending strength and deflection criteria to support the additional dead load of the proposed solar system in their
current configurations.
Please note that my review is of the rafter members only and is based solely on the information recorded in the Site Visit
Form and correspondence with you. This review verifies that the information provided in the Site Visit Form is
accurately portrayed and the building is otherwise in good structural condition and capable to resist the increased
loading resulting from the proposed solar system.
When selecting the roof mounting hardware, be certain to provide a watertight seal around all roof penetrations and in
such a manner that normal roof drainage patterns are not impaired by the proposed solar system.
While consideration was given to snow drifting, it is highly recommended that the project owner not allow excessive
snow and/or ice buildup on the roof, as with any roof.
Sincerely,
Christopher W. Robert, P.E.
X OF NEWl-
,`P 0'9
CO
s�0 095395
RO"ES S1ONP
64 Main Street, Queensbury, NY 12804 6660 Joy Road, Syracuse, NY 13057
:, ex 518.309.2SUN(2786)
solar power 315.629.9SUN(2786)
Apexsolarpower.com
Project Name: Greenberg,Ed
Project Address: 96 Dixon Rd
Queensbury,NY 12804
Roof Plane 1
Rafters
Rafter Size= 2 x 6
Rafter Spacing= 18 inches on center
Rafter Species= Southern Pine
Grade= No.2 or better
Rafter Height= 7.000 ft
Rafter Btm Chord Length= 9.000 ft
Measured Distance to Support= 0.000 ft
Max.Rafter Span= 11.402 ft
Total Rafter Length= 11.402 ft
Roof Pitch= 9.333 :12
Roofing
Roof Decking= Plywood
Roof Decking Thickness= 0.500 inches
Purlins= n/a
Purlin Spacing= 48.000 inches on center
Roof Covering= Asphalt Shingle
#of layers= 1
Solar Info
Proposed Solar Module= Trinamount
Proposed Mounting System= IRUNRIDGE XRS
Loading Criteria
Ground Snow Load,Pg= 50
Cold Roof? Yes
Risk Category= II
Terrain Category= B
Exposure= Partially
Building Height= <30 ft
Basic Wind Speed,V= 90 MPH,3 second gust
Deflection Criteria= 180
Roof Loading Summary
Existing Roof Dead Load= 10.914 psf
Additional Solar Dead Load= 2.971 psf
Roof Snow Load= 22.458 psf
Resulting Wind Shear Force= 133.18 lbs/panel
Resulting Wind Uplift Force= 171.24 lbs/panel
Strucutral Adequacy
Roof Meets Bending Criteria=
Roof Meets Deflection Criteria=
Page 1 of 2
ex 518.309.2SUN(2786)
• a so�a�power 315.629.9SUN(2786)
Apexsolarpower.com
Project Name: Greenberg,Ed
Project Address: 96 Dixon Rd
Queensbury,NY 12804
Roof Plane 1
Roof System Dead Loads(DL)= 6.098 psf
Rafter Weight= 2.865 Ib/ft
Rafter DL= 1.910 psf
Roof Decking DL= 1.688 psf
Purlin Self Weight= 0.000 Ib/ft
Purlin DL= 0.000 psf
Roof Covering DL= 2.500 psf
Solar System Dead Loads(DL)= 2.971 psf
Panel Dead Load= 2.671 psf
Mounting System Dead Load= 0.300 psf
Roof Snow Load(LL)(ASCE 7-10)= 22.458 psf
Importance Factor,1,= 1.00
Exposure Factor,Ce= 1.00
Thermal Factor,C,= 1.10
Flat Roof Snow Load= 38.5 psf
Cold Roof Slope Factor,C,= 0.583
Slope Roof Snow Load,P,= 22.458 psf
Wind Load(Per ASCE 7-10)
Directionality Factor,Kd= 0.85
Topographic Factor,K.= 1.00
Velocity Pressure Exposure Coeff.,K,= 0.70
Velocity Pressure,Q,= 12.34 psf
Panel Length= 5.41 ft
Panel Width= 3.25 ft
Vertical Project Area,A„= 10.79 sf
Horizontal Project Area,Ah= 13.88 sf
Structural Adequacy
Total Dead Load(DL)= 9.068 psf= 13.603 plf
Live Load(LL)= 22.458 psf= 33.688 plf
Resulting Moment= 768.463 Ib-ft= 9221.551 Ib-in
Section Modulus(S.)= 7.563 in'
Resulting Bending Stress= 1219.298 psi
Load Duration Factor,CD= 1.15
Repetitive Member Factor,C,= 1.15
Design Value for Bending Stress,Fb= 1500 psi
djusted Design Value for Bending,Fe= 1983.75 psi
Elastic Modulus,E= 1.600 X 106 psi
Deflection Criteria= 0.0633 ft
Moment of Inertia(I.)= 20.8000 in
Resulting Deflection= 0.0450 ft
Page 2 of 2
pex 518.309.25UN(2786)
sour power 315.629.9SUN(2786)
Apexsolarpower.com
Project Name: Greenberg,Ed
Project Address: 96 Dixon Rd
Queensbury,NY 12804
Roof Plane 2
Rafters
Rafter Size= 2 x 4
Rafter Spacing= 24 inches on center
Rafter Species= Southern Pine
Grade= No.2 or better
Rafter Height= 6.000 ft
Rafter Btm Chord Length= 8.000 ft
Measured Distance to Support= 5.000 ft
Max.Rafter Span= 5.000 ft
Total Rafter Length= 10.000 ft
Roof Pitch= 9.000 :12
Roofi ng
Roof Decking= Plywood
Roof Decking Thickness= 0.500 inches
Purlins= n/a
Purlin Spacing= 48.000 inches on center
Roof Covering= Asphalt Shingle
#of layers= 1
Solar Info
Proposed Solar Module= Trinamount
Proposed Mounting System= IRONRIDGE XRS
Loading Criteria
Ground Snow Load,Pg= 50
Cold Roof? Yes
Risk Category= II
Terrain Category= B
Exposure= Partially
Building Height= <30 ft
Basic Wind Speed,V= 90 MPH,3 second gust
Deflection Criteria= 180
Roof Loading Summary
Existing Roof Dead Load= 10.914 psf
Additional Solar Dead Load= 2.971 psf
Roof Snow Load= 23.100 psf
Resulting Wind Shear Force= 130.16 lbs/panel
Resulting Wind Uplift Force= 173.55 lbs/panel
Strucutral Adequacy
Roof Meets Bending Criteria=
Roof Meets Deflection Criteria=
Page 1 of 2
::a pex 518.309.2SUN(2786)
solar power 315.629.9SUN(2786)
Apexsolarpower.com
Project Name: Greenberg,Ed
Project Address: 96 Dixon Rd
Queensbury,NY 12804
Roof Plane 2
Roof System Dead Loads(DL)= 5.099 psf
Rafter Weight= 1.823 Ib/ft
Rafter DL= 0.912 psf
Roof Decking DL= 1.688 psf
Purlin Self Weight= 0.000 Ib/ft
Purlin DL= 0.000 psf
Roof Covering DL= 2.500 psf
Solar System Dead Loads(DL)= 2.971 psf
Panel Dead Load= 2.671 psf
Mounting System Dead Load= 0.300 psf
Roof Snow Load(LL)(ASCE 7-10)= 23.100 psf
Importance Factor,IS= 1.00
Exposure Factor,Ce= 1.00
Thermal Factor,Ct= 1.10
Flat Roof Snow Load= 38.5 psf
Cold Roof Slope Factor,C,= 0.600
Slope Roof Snow Load,P,= 23.100 psf
Wind Load(Per ASCE 7-10)
Directionality Factor,Kd= 0.85
Topographic Factor,K,= 1.00
Velocity Pressure Exposure Coeff.,K,= 0.70
Velocity Pressure,Q,= 12.34 psf
Panel Length= 5.41 ft
Panel Width= 3.25 ft
Vertical Project Area,A„= 10.55 sf
Horizontal Project Area,Ah= 14.07 sf
Structural Adequacy
Total Dead Load(DL)= 8.070 psf= 16.140 plf
Live Load(LL)= 23.100 psf= 46.200 plf
Resulting Moment= 194.811 Ib-ft= 2337.738 Ib-in
Section Modulus(S.)= 3.063 in
Resulting Bending Stress= 763.218 psi
Load Duration Factor,CD= 1.15
Repetitive Member Factor,C,= 1.15
Design Value for Bending Stress,Fb= 1500 psi
djusted Design Value for Bending,Fb'= 1983.75 psi
Elastic Modulus,E= 1 600 X 106 psi
Deflection Criteria= 0.0278 ft
Moment of Inertia(I.)= 5.3590 in
a
Resulting Deflection= 0.0085 ft
Page 2 of 2
• Mono Multi Solutions
THE MAX 'PLUS'-
MODULE
60 CELL
MONOCRYSTALLINE MODULE
270-295W
POWER OUTPUT RANGE Maximize limited space with top-end efficiency
• Up to 180 W/m2 power density
• Low thermal coefficients for greater energy production at high
18
•0'7o operating temperatures
MAXIMUM EFFICIENCY
Highly reliable due to stringent quality control
• Over 30 in-house tests(UV,TC,HF,and many more)
0--+5W • In-house testing goes well beyond certification requirements
POSITIVE POWER TOLERANCE • 100%EL double inspection
As a leading global manufacturer of Certified to withstand challenging environmental
next generation photovoltaic products, conditions
we believe close cooperation with 2400 Pa wind load
our partners is critical to success.With
local presence around the globe,Trina 5400 Pa snow load
is able to provide exceptional service 35 mm hail stones at 97 km/h
to each customer in each market and
supplement our innovative, reliable
products with the backing of Trina
as a strong, bankable partner. We
are committed to building strategic,
mutually beneficial collaboration with
installers, developers, distributors and
other partners as the backbone of our
shared success in driving Smart Energy
Together.
Trina her. imlted Comprehensive products and system certificates
www.trinasolar.com
• IEC 61215/IEC 61730/UL 1703/IEC 61701/IEC 62716
LINEAR PERFORMANCE WARRANTY • ISO 9001:Quality Management System
t-
SO Year Product Warranty 25 year Linear Power Warranty • ISO 14001:Environmental Management System
• ISO 14064:Greenhouse Gases Emissions Verification
A�,ronalaai�l,
mr,;nsna,=i„� w OHSAS 18001:Occupation Health and Safety Management System
aniY
u �5 hina linear Wananry ■ SLaMaN Srep Warranty � —
C �L us \,., C E � _ PV CYCLE
LISTED VAMP,
T�rin-asolar
mart Fnprov Toapthpr
solar •
SolarEdge Single Phase Inverters
For North America
SE3OOOA-US / SE38OOA-US/ SE5OOOA-US / SE6OOOA-US /
SF76OOA-US / SF1OOOOA-US / SE114OOA-US
\wertee
12.25
Yeats
WarranlY
t
The best choice for SolarEdge enabled systems
Integrated arc fault protection for NEC 2011 690.11 compliance
Rapid shutdown for NEC 2014 690.12
— Superior efficiency(98%)
— Small,lightweight and easy to install on provided bracket
— Built-in module-level monitoring
— Internet connection through Ethernet or Wireless
— Outdoor and indoor installation
— Fixed voltage inverter, DC/AC conversion only
— Pre-assembled Safety Switch for faster installation
— Optional—revenue grade data,ANSI C12.1
USA-GERMANY- ITALY-FRANCE-JAPAN CHINA-AUSTRALIA-THE NETHERLANDS UK-ISRAEL www.solaredge.us
RON RI DGE Roof Mount System
,
ANAL
--------------------
�F
�- --�
: .
IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit
and proven in extreme environments.
Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and
is also why our products are fully certified, code compliant and backed by a 20-year warranty.
Strength Tested PE Certified
s4`'s All components evaluated for superior ` Pre-stamped engineering letters
I structural performance. available in most states.
Class A Fire Rating µ :>f Design Software
Certified to maintain the fire resistance Online tool generates a complete bill of
rating of the existing roof. materials in minutes.
Integrated Grounding 20 Year Warranty
UL 2703 system eliminates separate Twice the protection offered by
module grounding components. competitors.
x. .
,
w:
"Electrical
Inspections LLC
NORTHEAST ELECTRICAL INSPECTIONS, LLC
65 Albermarle Road
Scotia, NY 12302
PHONE: (518) 852-0826
(518) 866-1663
ELECTRICAL INSPECTION CERTIFICATION
This is to certify that the electrical wiring and equipment, which is introduced by the named
applicant, is in the accordance with the National Electrical Code and local utility company. It
also complies with the application on file at the date listed.
Date of Final Inspection: 2/20/17 Job#: Greenberg
Applicant: Apex Solar r ,
�r i
Address: 96 Dixon Rd. 1 t'
NY 12804 Q 8 2017 'Jill
Queensbury, � MAR .�
Owner: Ed Greenbergr="'"` i-y
i�� ,z ,:
I'v,.
Permit#: SOLAR-000001-2017
Equipment Installed (30) Trina 275 watt Modules
(30) Solar Edge P300 Optimizers
(1) SE 76000A-US Inverter
(1)60 amp AC fusible disconnect w/(2) 40amp fuses
System interconnection is a Line Side Tap
4440W A$%f011aFd1'
Steve Reynolds
Electrical Inspector
2
i-- woo z Z m zw
aZ �m� y p a a 3 °
aU �
z
EIR
¢w� EL
e'% °wOv=gD3w LbZ w°°Uo z
za= °QZ
❑a w Q a w
Oz W¢ U
ti oz
U J J
Z O ❑° �WZ wQ�Nm� w p LU zWZZJ LU j W v
l�t�� O $
�F ^ Zw �O Oz�cw3 w V w�(Q7U¢ OU fA H
0 0 LL>a JLL DE4�3.$?; m J ❑OOWJwZ W o z
am0 EZ F,
pp Um(na2O p w r`
v ¢aLL Z �m�c4rn"S- r U U>Y Y Y¢ ?
Y L'-QxQ° oo'�ET J mu�u�in inv w o 0 0 o W Z m m Z
0:5
J w 9 N d m > > > > Z z 0 W CL
fn Z°J W` d O 0 0 0 0 0 0 N
F- W O(nQ F., m3.-�Z d Q NNNNNN CO d a a a ; o ~o
w M W p g ww z fn r7 rn O a
E o w JFw ❑
w ° ao❑ _ z
W d > V v~7�w - a
ry p
® Z ui
11 a
z F
Fm ° a z
p a> Jz oLLJ
w o
_ a
F SLU
w t— C)
U) o M $
a
�0
w w v
p pC ^ Q Q m U m
ppL.1 sti
p�J Z
LJ
O:�
�-O
0
F
C.
a
ti
0
F
°z }
z �
°
cc � a
rz
G o
H zz zz er
`z
ry
V/
V
z
> o
O x
F- o
O w �
N
to
2 LLI
�
i� y ❑
) ) 0.
}\\/§\\ .
d,
\ , § � _ o {
) £ \ %� ( m � ° m
\§) | /§ . k ) \ \ )
}\� EE
it
END (
)
] (
( (L §
z 1 »® � E %
§ [ §
0 LU 0
� � « \
,§[ ] z ( aLo
kk ) § 2
0 y § § <
E/) /
\& ) (&
(
6
E
§
F Tl
. §
(�§�
M0 w- >
GU) ^2' \ )
§()( ` § )
° A ]\ \§
-§ e�
. )� }§ \\
( z ~�
)%2
}P: !
}P: z
e> |
/
W§
§j(+
o<�G
w z(n
/\(j§
23@_39
O / \`
2 ` »
C0 2a
� z \\ �
L ®
O �
Z ;
�
a . k }
} m & a
3 §( k ( )
q 5§ ! a !
« ° ~ EEf §
) § § \ A gce )
& _ /w § E j
/ \ { ) « |
2\ ) !
§ § \
\!LL
\<
�
_
LL
� z )
� §
. 0 )
� 6 §
� � ; § c
Q2 .\ �
� KN
2{ )] {\
C,
\ey tj
. \
\ ) \
§ k §
� \
e ; -M a !
ƒ § }LL
. —
K i
0 N w uj
u |
! � § '0" ) 3 /
§ �
. § U.
) 0 » k 2 2
. OL .
§
LU
mm
\\ } \ \
I
§Lij \
(\ § ( /
! »
: 2 \
§& 9 (&
b �
QL—
Fl-
- - �
R e x 14Y LL
O :
nw
� §
� )
17
�
�
� § )
){ *( (§
,
� {
\
° } !
< \
Lli
aIL
)
" k i
\ } LU LU LU
}
co n § § { LU
LU
LL § \ § / B
k ) ; ! / » k
U
Z ❑i ? N (O z II U r w a
O
Y W Cf
O U N M o ¢ K 7 y
¢ W ~ U U) U) M LLI U A;Z OL
U YU� 0=U)
a M
¢Fwl-cn Id- Ow O
wm in
W-aU)J ¢UU
U WUma¢SW CD z W,o w 'L
w mU)cow0 LLl L)c!)W _ ❑ W
W 1 ccI U Y 'w¢z0 d
ZUH
�1°9• lu V � w W J0y(, Z
m w >r m
3 z
EL 4 >z�z LuWL< ❑ z
0) �y�0 �m w a
¢ Q L)=1 >¢w�� W z m m
NN N (7�007
09 XX~00 W W O w N ¢
U 2 W a U w ❑ w
U U' rn 0 a Q
O
W
�? a -------------
U,
----------
w
____ _ Illt, Z_
U J
CTj
O H W
`w Q
z Z H
ZU-
O o z� Dm0O zz
w I a ❑O C
N cs7 z --ice a(7 K O
I
v F F
I
C�.7 Uww W I O A ❑
ZZ z;QU1 Z_I
2 2 ZO W LL
U7 a-
2
❑,d, I Om W Vm
CC J H r.W UQIw W QI
N G a U O Q N I
z 1- Z Z Q <
OSv J1
O jJC w Z ZZ Z
U 6 V¢ K U Z h I
U U I
U W Ur O a O
m w ¢ 4a a m r
3 w w w 4a
o o a 1
g � 0 0
¢
D
O j U
.o v, (ZDIw
-
m 2 �I
22 Q' W UH I CO
ISIS- o� Qa j w
co co
O mW 2 U 2 I N LL
Sz
M W Z 2 2 I: w
N m W
mwo
w ¢ o
U < U O 090 I U U N
� 7 W
W N ~ U O th d O
w ~ K U Z Z Lu
z z m
O O w W W N V]
m ; 0 0 0 O W X rJ X
U a
d
e z O ('00 2 M
2 z J m LL M II c
w V 22WYO I �z M
z w orW �wIf I ow �� W} a
J w MOz I ro� Nz a°z
w g 0 I r e z y o
c7 M 20 I w0 �a o@ x�
a z a w I w z d
O F ° z I (D(7
ww �a
W
° I 0 2
a � � w
z I + I+ a w
a m
Ow Ow w'WN a s
W C70 00 g v =
z ~ o amQ i Z0 I z 0 W0F n
O I �O �Oa W
o I �� I F� Om0 w
v y z z it" w I I y� 0 -
a O o �.Rw I I O I-a Ngg
LL
O ? U U
WwW WO O
0=
I L
z I ¢
>a
° d Q< w
O JO z m
b
u`
112
U C
f ¢ �O
w > a N a u� N O J V
W
vii Z w Z ro N Q
o - 00
j j O N 9
] Ie'cfrIcaI
lnspecfion ]LIDO
NORTHEAST ELECTRICAL INSPECTIONS, LLC
65 Albermarle Road
Scotia, NY 12302
PHONE: (518) 852-0826
(518) 866-1663
ELECTRICAL INSPECTION CERTIFICATION
This is to certify that the electrical wiring and equipment, which is introduced by the named
applicant, is in the accordance with the National Electrical Code and local utility company. It
also complies with the application on file at the date listed.
Date of Final Inspection: 2/20/17 Job#: Greenberg
Applicant: Apex Solar
Address: 96 Dixon Rd.
Queensbury, NY 12804
Owner: Ed Greenberg
Permit#: SOLAR-000001-2017
Equipment Installed (30) Trina 275 watt Modules
(30) Solar Edge P300 Optimizers
(1) SE 76000A-US Inverter
(1)60 amp AC fusible disconnect w/(2) 40amp fuses
System interconnection is a Line Side Tap
OA
� 4
Steve Reynolds
Electrical Inspector