HomeMy WebLinkAbout52795-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
104,
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52795 Date: 03/27/2026
Permission is hereby granted to;
Nathan Brzozowski
265 Union Ave
Belleville, NJ 07109
To:
install roof-mounted solar panels to an existing single-family dwelling with a garage attached by
breezeway as applied for.
Premises Located at:
34460 Route 25, Cutchogue, NY 11935
SCTM#97.-2-9.1
Pursuant to application dated 02/27/2026 and approved by the Building Inspector.
To expire on 03/26/2028.
Contractors:
Required Inspections:
Fees:
SOLAR PANELS $100.00
COr RESIDENTIAL $100.00
Total $200.00
Building Inspector
TOWN OF SO UTHOLD—BUILDING DEPARTMENT
W
Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Town
765-9502 spk � v �� . 00 t
Telephone (631) 765--1802 Fax (631)
Date Received
APPLICATION FOR BUILDING PERMIT
« VVII
For'Office Use Only
PERM IT NO. g
Buildin Inspect
—-------------
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
owner's Authorization form(page 2)shall be completed.
Date: 2/6/2025
OWNER(S)OF PROPERTY:
Name Nathan Brzozowski SCTM#1000-97-2-9.1
Project Address:34460 Route 25, CutChogue, NY
Phone#:631_381 5613 Email:nbrzozowski@savills.us.,
Mailing Address:265 Union Avenue, Belleville, NJ 07109
CONTACT PERSON:
Name: GreenLogic LLC
Mailing Address:97 North Sea Road, Southampton, NY 11968
Phone#:631-771r5 152 x117 Email:AM@Greenlogic.com
DESIGN PROFESSIONAL INFORMATION:
Name: .
P
MailingAddressrJA 1VF
Phone#: LQ:�A..�"AE�6-
r
CCU NTRACTO R INFORMATION-0
,
Name:
GreenLoaic LLC
MailingAddress:97 North Sea Road Southampton, NY 11968
Phone#:6317?15
_ _ 152 Email:AM@Greenlogic.com
DESCRIPTION of PROPOSED CONSTRUCTION
❑Ne w Structure ❑Addition RIAlteration ❑Repair ❑Demolition Estimated Cost of Project:
Fol Other Solar Panels 4C} 000
WIII railed? [:]Yes *No Will excess fill be removed from premises? ❑Yes ®No
the lot be re-graded?
1
PROPERTY INFORMATION
Existing use of property: R-80 Land Site Intended use of property:Primary Home
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_g0 this property? *Yes F-1 No IF YES, PROVIDE A COPY.
® Check Box After Reading'. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws.,Ordinances or Regulations,for the construction of buildings,
I additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances.,building code.,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):GreenLogic LLCM WAuthorized Agent DOwner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk
Nesim Albukrok being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the Contractor
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 20
Notary Public
BARBARA A CASCIOTTA
Notary PublIC-State Of New York
PROPERTY OWNER AUTHORIZATION No.01 CA4894969
Ouallfied In Suffolk County
(Where the applicant is not the owner) Cmmlsslon Expires May 11,2o2?
Nathan Brzozows i residing at 344 0 Main Road
C utchogue, NY 11935 do hereby authorize 11 GreenLogic PLC to apply on
my behalf to the Town of Soil old Building Department for approval as described herein.
s St atu Date
Nathan B rzozows i
\-1-> <flQ- vlu
Print Owner's Name
2
ConivrAssion E*ow Ap*,30,o AZ41P
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AUOMME INFILTRATION RATE-DISPOSAL SYSTEM FOR RVE MANUAL TRANSFER _T -_ i
T SIX BEDROOM RESIDENTIAL PROJECT FOR LEACHING EMERGENCY/SHUT OFF a `
�1_c`YS 4006f per TABLE B. (RELIANCE CONTROLS CSR202) 7 ' r� DOSING,PUMP - - -- _ BOA
c _
� �� OUTLET T4
PLC CONTROL PANEL 8 AIR PUMP MAIN BREAKER '
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.. - DDWELLiNGw1dBETiFIOOM(ddOGPQ) h i 7 .:� 4�_. (..___ ... RISER _ 4
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4 24'X 72' s SPEED
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a'x4 EACH OUTLET $ t DESIGNED BY.
EAST END CO4RDS.
� A € t .G UC t-R CONCRETE BASE as
FOR AtJ Y TEi TOP eoTtoleewrAv .( -
`-a Z DRAWN BY:AMH
1.HYDRO-ACTION AN500G-ST OWTS,SUFFOLK COUNTY HAS PRFAPPROVED A GROUNDWATER PENETRATION # Y HEALTH E"'A T=NT ! I `;E�IIt.l8tl e _ TI_ ,-f 1 TMO
- Section Detail @ House _• `�f�=..� - - ....
OF 4.5'FOR THE PROPOSED!
OWTS WHERE ONLY 4.0'IS PROPOSED. e _ _ Scab-IN Scalk,
DATE:FEBRUARY 03,2025
.THE SEPTIC DESIGNEE{SHALL OBSERVE THE OWTS PRIOR TO BACKFR.L AND DURING SYSTEM STARTUP.
THE CONTRACTOR SHALL PROVIDE PHOTOS OF THE AS-BUILT INSTALLATION PRIOR TO BACKFIL L WiTH ALL 4 -
COMPONENTS LOCATED ANDDOCUMENTED, 24'x 72'. 5,0�- 'ROTOMOLD COVER ram" ` as 7-2-91
Y ;
RIB BASIN(AKP20030) SOLID LID wt GASKET ' ,f
THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF �y (AKP60190) BUOYANT FORCES ;
L
a0.0' 1 4 VOLUME=39.7 SO FT X 4 O FT=158 8 CF
HEALTH AND SHALL BEAN AUTHORIZED INSTALLER, LES SW GPO
CONDUIT PIPE TO WEIGHT OF WATER=62.4 LBS t GIF v
a.THE OWTS INSTALLER SHALLREGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF _ 118'HOLE 35,0' BUOYANT FORGE=158.8 CFX 82.4 L.BS 1 CF=9,909.1 LES 21' _ T�
HEALTH. T - DiSCHARGE BOX
ASSEMBLY ( FilM EL-7,6' ANCHOR FORCES =
4'Q INLET �- 3.OLF 4'PVC PIPE Q303a R - DEADWEIGHT EIGHT OF TREATMENT UNIT `- '
THE SEPTIC DESIGNER OF RB;ORD SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDH. 30.0' INV IN=6.62' a __ 0 _
5=0.0104 WIN - a S=0.0t04 MIN.DE-ENERGIZING INV OUT=B_d5' WEIGHT OF OWTS=17.000 L BS �{ � �
AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE gam- g PIPE wt PIPE REDUCER(PITCH 1SEPTIC
PROPERTY OWNER SHALL SEPROVIDED TO SCDt1.THE MAINTENANCE CONTRACT SHALL INCLUDE THE _-
TOWARD D-SOX) { BOT EL 6 3' ) � )
MAINTENANCE OF THE VA OVQTS,CONTROL PANEL,PUMP BASIN&DISTRIBUTION BOX FOR A THREE YEAR MIN. DISCHARGE ASSEMBLY 25.0' LEACHING ` s - ---
FACTOR OF SAFETY=17.000 LBS t 9,9091 I.BS=i=72 -
�� HYDROACTIONAN5C4GSTOWTS '
iNDUCER \ ) RIM EL-7 3` 1 FG EL_8.2 _.aiE
(�"''tt
7-A GARBAGE GRINDER SHALLNOT HE INSTALLED UPSTREAM OF THE OWTS_ NV IN=6.37' SITE 20..0' INV IN 3.58" __ _ .- : T EL--4.7'OFfNCO 20.0' -. s- V
8.NO HOUSE TRAP SHALL BE INSTALLED UPSTREAM OF THE VA OWTS IN ACCORDANCE WJ SUFFOLK COUNTY DISCHARGE PUMP �V �` PUMP BASIN
= _
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MODEL-PF200611 HH EFFLUENT BOT 2 g RIM EL 7-3' W
HYDRQACTKIN ANSCQC-ST OWTS : _ < f�
DEPARTMENT OF HEALTH REtOMMENQATIQNS-THE OWTS SHALL V7 Ni THROUGH THE HOUSE SEWER PIPE (Demand Doss - INV 1N=3.t 7' 15.0' RIM EL=7.3'�T l 1�
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NO ADDITIONAL VFNi1NG IS tO'D. f �,_. 1- INV OUT=52' - t -F`PVC PIPE _£_ =T INV IN-3.56' " s.
T AN BOT EL=D_15' Q3IX34 SDR 36 { DETAIL 5) 22
OL OWTS SHALL BE TESTED FORWATER TIGHTNESS AFTER INSTALLATION OF CONCRETE UNIT USING A METHOD -.-.INSTAL LAT10N R - 10.0` - S=0-01 LA4 MIN. - _ INV OLtf 3. 1 -sea IL I
10.0
-APPROVED BY THE MANUFACTURER, - -_-- - --. ---_ -- - _
44
1�9'X 9'X 7'DIRECT BURIAL JUNCTION BOX FOCUS DBS-97-JB. _ _ .. F
rmm Spin, �S
Y, e a e >. z__ _ INV=8. ' 6 R297
1,CONTRACTOR SHALL CONFIRM INVERT ELEVATION OF SEWER AT FAINT OF GONNCTION FRtOR TO --_ - a
r ��
T T # TE r - _ S.6'HDPE (see NOTE 1 2)
COMMENGEME.NT'QFCONSTRUCTtDN_CONTRTACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES RJ _ -. 2,ci2.0.0, 5. 4` 4.SDR9PRESSUREPIPE T1.t1`
THE INVERT ELEVATIONS, B N- __. _. M --_�a`D3034 SQR 35-- SDR 38 9
R ;_ a �(2.0'CI+69.O'W D3034 (Sea Note
PVC 0 12) 1 �4'D303a SOP 35
12_MAINTAIN A POSITIVE SLOPETO`JVARDS DISTRIBUTION BOX TO ALLOW EFFLUENT TO FLOW BACK TO PUMP BASIN S= SO4 35
OWN"�C_ 'I _
IN BETWEEN CYCLES. - 0.0' -_. 7 - -_- .0' tow -----1 M --. 1200- _.._13m -' - l -710-0'
1't �§T IL �uxttt
13-THE EFFLUENT FILTER SHALIL BE INSTALLED DIRECTLY UNDER THE ACCESS COVER FOR EASE OF MAINTENANCE 9`'- - - - _ �-� _t= € W S -C<D =S. �i^ 1
AND REPLACEMENT.per DEIAL 6. E _ _ ) =1`F 1 Y SC3I8.1'=10 _ -
\TJ..
14.MAINTAIN 4,5'OF COVER MINIMUM OVER THE PROPOSED WATER SERVICE.
SSA
Pacifico Engineering PC --- _.. Engineering Consulting
700 Lakeland Ave,Suite 2B P Grey 1 Ph:631-988-0000
Bohemia,NY 11716, E G c solar@pacificoengineering.com
February.11,2026
Town of Southold
Building Department
54375 Route 25,P.O.Box 1179
Southold,NY 11971
Subject: Solar Energy Installation for
Nate,Breozowski
34460 Main Rd.
Cutchogue,NY 11.935
1 have reviewed the roofing structure at the subject address.The structure can support the additional weight of the roof
mounted system.The units are to be'installed in accordance with.the manufacturer's installation instructions.I have
determined that the installation will meet the requirements of the'2025 Residential Code of New York State and ASCE 7-22
when installed In accordance with the manufacturer's instructions.
Roof Section A B
Mean roof height 22.0 ft 22.01
Pitch 27 degrees 27 degrees
Roof rafter 2x10 2x10
Rafter spacing 16 inch on center 16 inch on center
Reflected roof rafter span 14.3 ft 3.9 ft
Table R802.4.1(5)max:allowable 15.3 ft 15.3 ft
Fastener Type S-51 Clamp S-5!Clamp
Allowable Fastener Capability 393 Ib 393 Ib
Fastener Spacing,Zone 1 /2/3 64 7 48/32 in 64/48/32 in
Point Pullout,lb,Zone 1121.3 319/3311342 lb 319 1331 /342 lb
Zone Category 1 /213 1 /2/3 1 /2/3
Uplift Pressure Zone'1 /2/3 21 /29145 psf 21/29 145 psf
Exposure Category C
Ground Snow Load,Pg 32 psf
Wind Speed,3 sec gust 130:mph Fy
0
array dead load 3.5 psf ��P�,Q� �AC P
load per attachment 53.2 lb �? O ,yr
The.subject roof has 1 layer of roofing.
Panels mounted flush to roof no higher than 6 inches above roof surface. a �'
Ralph Pacifico.PE y 066182v
Professional Engineer A
Pacifico Engineering P.C. Relph i �gineer
Certificate#0018074 NY OtG182 1 Exp,Date 1131128
3REEN OGIC".i -
GreenLogic,LLC Approved
Brzozowski.Nathan
34460 Main Road
Cutchogue,NY 11935
Surface#A:
Total System Size:11.500kW
Array Size:9.200kW
1 circuit of 10 on,a 20A breaker
11 circuit of 10 on a 20A breaker
Azimuth:200'
Pitch:27' `:
Monitoring System: �. N
EnPhase
Panel/Array Specifications:
Panel:REG460AA PURE-RX
Racking:IronRidge
Panel:68.0"X 47.4"
_...........
., 1. -�, ray:39'9°3/8"X 11'4 318" ;
Surface:56'6"X 17'8"
v; x= u ` I Legend:
- -+--- - -- 20 REC Alpha Pure-RX 460W
r r' .... i' I 1 B 20108X Microlnverters
iF
"� ---- Iron Ridge XR-1.00 Racking
``. ` Clamps
• 38 S51 N 1 5"
,1,1 �`. ;: ( SnapLock 1.5"Double Fold Alum.
"xll
"., ,...�, ( Standing Seam(14 7/8'p.C:)
s -
!/ Notes:
Number of Roof Layers:1
Height above Roof Surface-4"
Materials Used:S5!.IronRidge.REC,
EnPhase
Added-Roof load o slem:2.32psf
En" eKdk>'�i49 l:
C) ro
PAC��i� �¢
r � O
066182
ss1o�p�'
Drawn By:MA j Drawing#1 of 8
Date:1/3012026 ; REV:A
Drawing Scale.1/8' 1.0'
R E c N LOGIC" -
GreenLogic,L1C.Approved
Brzozowski,Nathan
34460 Main Road
Culchogue,NY 11935
Surface#A:
Total System Size: 11,50gkW
Array Size:9.200kW
1 circuit of 10 on a 20A breaker
1 circuit of 10 on a 20A breaker
Azimuth:200'
Pitch:27' ,
Monitoring System: N
EnPhase
Panel/Array Specifications:
Panel:REC460AA PURE-RX
Racking:IronRidge
Panel:68.0"X 47,4"
Array:39'9,318"X 11'4 3/8"
Surface:56'6"X 17'8"'
Legend:
+-= REC Alpha Pure-RX 46OW
E r t :�,,r �j• r t I1-,_l 20IQ8XMicrolnverters
r a ; `� ; �. ;• -- Iron Ridge XR-100 Racking
r r / • 38 S51 N 1.5"Clamps
SnapLock 1.5"Double Fold Alum.
G _ � Seam 14 7/8"O.C.
U�U
Notes:
4 ; �. a 1 .• i r 11 j Number of Roof.Layers:1
a t Height above Roof Surface:4"
Materials Used:S5!.IronRidge.R1
EnPhase
Added Roof load of PV System:2.32Psf
i Engineer/Architect Seal:
MyL.
�QN PA Clp���,F,
�0
066182
pRD�fSS10N��
Drawn By:MA rawing#2 of 8
Date: 1/30/2026 REV:A J
Drawing Scale:1/8"=1.0'
G E_UENI LOG IC�
fGreentogici LLC Approved
Brzozowski.Nathan
34460.Main Road
Cutchogue,NY 11935
Surface#A:
Total System Size:11.500M
Array Size:9.200M
1 circuit of 10 on a 20A breaker
1 circuit,of 10 on a 20Abreaker
Azimuth:200"
Pitch:27"
Monitoring System: *. N
EnPhase
PanellArray Specifications:
Panel:REC460AA PURE-RX
Racking:IronRidge
--- Panel:68.0"X 47.4"
� 1 1 r l f Array:39'9 3/8"X 11'4 3/8"
I .. _ I +�^,-----*--i -^----- - `? j Surface'.56'6"X 17'8"
X/ 1 Legend:
i r•-- - -- ter;- - •- -+,;:•---=.. 20 REC.Alpha Pure-RX 460W
II-� 20lQ8X Microlnverters
,. ��. � - ,_ Iron Ridge.XR-100 Racking.
l. 1
' 38 S5!N 1.5"Clamps-
2 ?, SnapLock 1.5"Double Fold Alum..
"" Standing,Seam_(14 718"O.C.)Notes:
Number of Roof Layers:1
Height-above Roof Surface:4"
Materials Used:S5!.IronRidge,REC,
EnPhase
Added Roof load of PV System:2:32psf
Engineer/Architect Seal:
I
EW,
�4 0
9S� �
Jt7
U� 066182 �
p��FESS10��\.
Drawn ey:MA rawing#3 of 8
Dale: 1/30/2026 REV:A
j Drawing Scale:1/8"=1.0' !i
GPEE 4nLOGIC ��
€ # j
I GreepLogic,LLC Approved
Brzozowski'Nathan
34460 Main Road
Cutchogue.-NY 11935
Surface#B:
Total.System Size:11.500kW
Array Size:2.300kW
1 circuit of 5 on a 20A breaker
Azimuth:200'
Pitch:.27" ...
Monitoring System; ;_N .
EnPhase +�
Panel/Array Specifications:
Panel:•HIS-T440NF(BK)
Racking:IronRidge
Panel:67.8"X 44.61
Array:28'5 1/2"X 3'11 3/8"
Surface:3.T X 6'
Legend:
- I"} 5,IQ X MP 460W
cro nverters
Iron Ridge XR-10.0.Racking.
• 14 951 N 15,Clamps
SnapLock 1.5"Double Fold Alum,
1 Standing.Seam(147/8"O.C,)
Notes:
Number of Roof Layers:1
Height above Roof Surface:4"
Materials Used*.S51,Iron Ridge,REC.
EnRhase
Added Roof load of PV Sy stem:_2.32psf
Engineer/Architect Seat:
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Drawn By:MA Drawing#4 of 8
Dale: 1/3012026 REV:A
Drawing Scale:3/16.1=1.0'
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GreenLogic,LLC Approved
Brzozowski.Nathan
34460 Main Road
Cutchogue,NY 11935
Surface#B:
Total System Size: 11.500kW
Array Size:2.300kW
1 circuit of 5 on a 20A breaker
Azimuth:200'
Pitch:27`
Monitoring System: N
EnPhase
Panel/Array Specifications:
Panel:HiS-T440NF(BK)
Racking:IronRidge
Panel:.67.8"X 44.6"
Array:28'5 112"X 3'11 3/8"
Surface:33'X 6'
f Legend:
5-REC Alpha Pure-RX 460W
IU, 5IQ8X Microlnverters
Iron Ridge XR-100 Racking
aw N r - a 1 I • 14 S51 N 1.5"Clamps
Snapt.ock 1.5"Double Fold Alum.
j U Standing Seam(14 718"O.C.)
Notes:
Number of Roof Layers:1
Height above Roof Surface:4"
Materials Used:S5!,IronRldge,REC,
EnPhase
Added Roof load of PV System:2.320sf
Engineer/Architect Seal:
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Drawn 13y:MA Drawing#5 of 8
Date:1/3012026 REV:A
Drawing Scale.3/16"=1.0'
i
GFREENLOGIC' ,
GreenLogic,LLC Approved
Brzozowski,Nathan
34460 Main Road
Cutchogue.NY 1.1935
Surface#B:
Total.System Size: 11.500kW
Array Size:2.300kW
1 circuit of 5 on a 20A breaker
Azimuth:200"
Pitch:27"
Monitoring System:
EnPhase
Panel/Array Specifications: i
Panel:HIS-T440NF,(BK)
Racking:IronRidge
Panel:67:8"'X 44.6"
Array:28'5 1/2"X 3'11 3/8"
Surface:33'X 6-
Le gend:
3 } I 5 REP Alpha,Pure-RX 460W
5 IQBX Microlnverlers
.�. 1 ,�__� —� • Iron
SRiNeidg XR7100 ClampsRacking
Snapl-ock 1.5"Double Fold Alum.
Standing Seam(14:7/8"O.C.)
Notes:
Numberof Roof Layers:1
Height above Roof Surface:4"
Materials Used:551.IronRidge.REC,
EnPhase
Added Roof load of PV System:2.32psf
EngineeNArchitect Seal:
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Drawn By:MA Drawing#6 of:8
Date:V30/2026 I REV:A
Drawing Scale:31161,=1,0'
No Vent Pipes Will Be Covered By The Solar Array
G, LOGIC
Legend: GreenLogic,LLC Approved
Brzozowski,Nathan
AR-Access Roof AP-Access pathway,36" minimum width SVO—Setback at ridge 34460 Main Road
per R202 definitions per R324.6.1 as per R324.6.2.1 Cutchogue,NY 11935
Total Syslem Size: 11.500kW
1 circuit of 10 on a 20A breaker
1 circuit of 10 on a 20A breaker
I circuit of 5 on a 20A breaker
Meter
Azimuth:200"
Monitoring Syslem:
EnPhase
FaneliArray Specifications:
Panel:REC460AA PURE-RX
Racking:IronRidge
Panel:68.0"X 47.4"
Legend:
25 REC Alpha Pure-RX 460W i
25 108X Microlnverters
Iron Ridge XR=100 Racking
Detached 0 52 S51 N 1:5"Clamps
Main House Snapi-ock 1.5'Double Fold Alum.,
Garage a
Standing Seam(14 7/8"O.C)
Notes-
Number of Roof.Layers:1
AD I Height above Roof Surface'.4"
----------T- Materials Used:ST.IronRidge.REC,
EnPhase
Added Roof load of PV System:2.32psf
:AP: AP Engineer"I I rc itectSeal.-
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77'
ro
5 REC 460W Drawn By:MA Drawing#7 of 8
20 REC 46OW Date: 1130/2026 REV:A
Panels Panels [
Drawing Scale-1t16"=1.01
-----------
G RIFT N LOGIC'
GreenLogic,LLC Approved
Brzozowski,Nathan
34460 Main Road
JOB MATERIAL LIST Cutchogue,NY 11935
Total System Size:11:500kW
1 circuit of 10 on a 20A breaker
I circuit of 10 on a 20A breaker
I circuit of 5 on a 20A breaker
Azimuth:200'
Material List QtV1 Rail Material List Qtv. Monitoring.Syslemi
EnPhase
Panel/Array Specifications:
S51,N 1.5 Clamps. 52 IPanel-REC460AA PURE-RX
Racking,lronRidge
Panel:68H'X 47.4"
Legend:
1. 25 R EC Alpha Pure-RX 460 W,
25 IQSX Microlnverters,
Iron Ridge XR-100 Racking,
52 S51 N 1.5"Glariips-
SnapLoqk 1.51'Double Fold Alum.
Standing Seam(147/13"O.C.)
Notes:
Number of Roof Layers:1
i-jeight above Roof SUrf ace,-4"
Materials Used;S5L lronRidge,REC,
E-n.Phase
Added Roof load of PV System:2.32psf
Engineer1ALrJ211eXjt Seal:
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Drawn By:MA Drawing#8 of 8
Date:1/30/2026 LREV:A
Drawing Scale:1116' 1.0