HomeMy WebLinkAbout47000-Z E Town of Southold 2/15/2022
a P.O.Box 1179
CO53095 Main Rd
11
4,j ao Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42798 Date: 2/15/2022
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 2175 Pine Neck Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 70.-5-48
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/18/2021 pursuant to which Building Permit No. 47000 dated 10/18/2021
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on existing accessory garage as applied for.
The certificate is issued to Lindh,Alexander
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47000 1/5/2022
PLUMBERS CERTIFICATION DATED
00 th h ed Signature
FQ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C.3 x TOWN CLERK'S OFFICE
SOUTHOLD, NY
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#: 47000 Date: 10/18/2021
Permission is hereby granted to:
Lindh, Alexander
282 County Rd
Cresskill, NJ 07626
To: Install roof mount solar panels on existing accessory garage as applied for.
At premises located at:
2175 Pine Neck Rd, Southold
SCTM #473889
Sec/Block/Lot# 70.-5-48
Pursuant to application dated 10/18/2021 and .approved by the Building Inspector.
To expire on 4/19/2023.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO-ADDITIONS TO ACCESSORY BUILDINGS $50.00
Total: $200.00
Building Inspector
50UlyO6
* # T WN OF SOUTHOLD BUILDING DEPT.
i'ourm765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING;
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &CHIMNEY ' [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS: � �C-
at/ e
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DATE 11S- 12--4 INSPECTOR
# # TOWN OF SOUTHOLD BUILDING DEPT.
°`yroum 765-1802
1
NS-PECTION
[. ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] ,FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY-. [ ] FIRESAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [_ -] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) - ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
.REMARKS:
DATE P �� INSPECTOR
q4000 Of 50UTyO -
,`o to
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINALQ f
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE ��I�aa` INSPECTOR
FIELD:IN9n,&iO1 REPQRT. DATE
ro
FOUND}A.TLON US ..'. .
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FOU GA .TION
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RO G .FRAMINQ;sat H' .
INSULA!TION..PER N.Y. y
STATE"ENRGY CODE
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SUFFOLK
O� CGGy2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtgMM.izov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D C
U
PERMIT N0. 7&n Building Inspector: OCT 1 4 2021
Applications and forms must be filled out in their entirety."Incomplete BUILDING DEPT.
applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD
Owner's Authorization form(Page 2)shall be completed.
Date:10/4/21
OWNER(S)OF PROPERTY:
Name:Alexander Lindh SCTM#1000- 70 0 5 0 4 00
Project Address:2175 Pine NeCk, Southold, NY 11971
Phone#:6317797993 Email:permits@e2sys.com.
Mailing Address:7470 Sound Ave MattituCk NY 11952
CONTACT PERSON: .
Name:Danielle Rodger
Mailing Address:7470 Sound Ave MattituCk NY 11952
Phone#:6317797993 --_- _ Emai 1:permits@e2sys_com -
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:Element Energy LLC
Mailing Address:7470 Sound Ave MattituCk NY 11952
Phone#:6317797993 Email`permits@e2sys_com
DESCRIPTION OF PROPOSED CONSTRUCTION' ;
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
E30therSolar �SO $82473.00
Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
_ _ _. _ _ ._ Residential .. , _ _ . _ _ _ . .__ _.
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
AC Residential this property? ❑Yes ®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,
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 inbuilding(s)for necessary inspections.False statements made herein are
punishable as a Class Amisdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Danielle Rodger BAuthorized Agent El Owner
Signature of Applicant: Date: 10/5/21
STATE OF NEW YORK)
SS:
COUNTY OF )
Danielle Rodger being duly sworn,.deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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
5 day of October 2021
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Alexander Lindh residing at 2175 Pine Neck, Southold, NY 11971
I,
do hereby authorize Element Energy to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
10/5/21
Owner's Signature Date
Alexander Lindh
Print Owner's Name
2
�O�SUFF `oGy BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
C* = Town Hall Annex - 54375 Main Road - PO Box 1179
o - Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerrC�southoldtownny.aov - sea nd(aD_southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRIGIAN INFORMATION (All Information Required) Date:
Company Name: ce
Electrician's Name: lCG(
License No.: Elec. email:
Elec. Phone No: &'3/ Z 7 7 7993 request an email copy of Certificate of Compliance
Elec. Address.: 7Y70 _J�V// /151,e
JOB SITE INFORMATION (All Information Required)
Name: x�� Lind
Address: 02 71
Cross Street:
Phone No::
Bld Permit#: email:
Tax Map District: 1000 Section; rJ'�(�(�� Block: Lot: Q ��U
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YESIt NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: F] YES VJ NO Issued On
Temp Information: (All information required)
Service Size F11 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect[—]Service Reconnect❑Underground❑Overhead
# Underground Laterals D 1 FJ2 H Frame Pole Work done on Service? Y N
Additional Information: SQL c, 3cf sceill
PAYMENT DUE WITH APPLICATION
• -7.
-19
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�,.� � .
OCCUPANCY OR
I
APPROVED AS NOTED USE IS UNLAWFUL
1T� U� CERTIFICATE
DATA• ���I�S-� B.P.# 4��o OF OCCUPANCY
FEE fib•t;�d BY:
NOTIFY BUILDING DEPARTMENT AT
7E -302 8 AM TO 4 PM FOR THE
)WING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. P, !GH FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. COwERLY WITH ALL CODES OF
ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODES
REQUIREMENTS OF THE CODES OF NEW ! AS REQUIRED AND CONDITIONS OF
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN ZBA
SOUTHOLD TOWN PLANNING BOARD
SOUTHOLD TOWN TRUSTEES
N.Y.S.DEC
01CMCAL INSPECTION REQUIRED
i
I
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
I
i
I,
Zoho Sign Document,ID:NWVN.HFHKUYXHGGTWQX3CLPNQNNDEQPQEHXYUQQQ60W0
Town of Southold September 27th, 2021
Building Department
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Subject:Roof Mounted Solar Panels at the Lindh Residence,2175 Pine Neck Rd. Southold, NY
11971
To Whom It May Concern:
hereby state that it is my professional opinion that the subject plans comply with the 2020
Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and
NFPA-70. These code requirements include the fact that the roof framing is adequate to support
the additional loads from solar,panels as well as roof ridge and peak access to first responders.
I have evaluated the structural framing of the existing roof with the additional loading to account
for the proposed solar panel application. Deflection and stresses of the structural components
remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second
gust, Exposure B with a ground snow load of 24 pound's per square foot Mounting locations
and methods are as indicated in the submitted plans.
From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is
my professional opinion that the existing building and roof framing is structurally adequate to
support the reactions of the solar panels in addition to the existing code required for live and
dead loads.Also the wind analysis concluded that the mounting system as shown on the plans
is adequate to resist the calculated uplift pressure.The dead load of the heaviest solar panel
assembly in this evaluation is approximately 2.4 pounds per square foot..
Please contact me if you have any questions or comments about the above.
Sincerely,
Gennaro Anthony Glustra. P.E. X1 oF NEwY0
Great Eastern Services, Inc. COP �0 A
PO Box 240
24 Harvey Rd w
Riverhead, NY 11901 z
(P
Office: 631.543.9555 10 10344ONP
Mobile: 631.235.0169 FESSI
Email: jerrygiustra@gmail.com �n
®
OCT 1 4 2021 0
BUILDING DEPT.
TOWN OF SOUTHOLD
Zoho Sign Document ID: NW,VHHFHKUYXHGGTWQX3CLPNQNNDEQPQEHXYUQQQ60W0
SCOPE OF WORK
DESIGN 8 DRAFTING BY:
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LOCATED AT 2 175 PINE NECK RD, SOUTHOLD, NY 1 197 1. - I wes� os 1 1 12-12?
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GENERAL NOTES PROJECT LOCATION v O
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT lLJ THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK s' rd+l W z
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ALL RULES AND REGULATIONS OF THE RESPONSIBLECOO'}'MMENCING WITH WORK. „►� '� � ��--* —L �
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4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE
WHICH DISAGREES WITH THAT A5 INDICATED ON THESE PLAN5, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND +
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND F
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING,
5. ALL STRUCTURAL STEEL SHALL BE FRO AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SHEET NAME
SCAFFOLDING, STAIRS, ETC.. A5 WELL AS PERMANENT
FABRICATED AND INSTALLED A5 PER LATEST A.I.5.0 CONSTRUCTION. F C
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12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE ' k *.. C0vf-F,
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. 4 CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
NYS CODE5 $ REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALSAND
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN
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CERTIFICATION OF THESE PIANS.
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 `' f`
WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON
8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT. ; ° ♦ N .T.5.
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14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED q .• '
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE s
EXTENSIONS TO THIS PROJECT
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. PV-
RESULT OF HIS WORK. AERIAL VIEW
TAX MAP: 1000070000500046000
Zoho Sign Document ID NWVHHFHKUYXHGGTWQX3CLPNQNNDEQPQEHXYUQQQ60W0
LEGEND
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CONSTRUCTION SUMMARY — MAIN HOU5E TAX MAP: 1000070000500048000 DESIGN a DRAFTING BY:
(35) QCELL Q.PEAK DUO BLK ML-G9+ 380 WATT PV MODULES ELEMENT ENERGY LLC
(DIMENSIONS: 72.4"X 40.6"X 1.0) REVIEW BY J.M.NABCEF CERTIFIE
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1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE — 1 WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7-111
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH — — —
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INVERTERS: (5 I) ENPHASE IQ7PLUS-72-2-US MICRO-INVERTERS CHIMNEY
(35) MODULES INSTALLED ON THE MAIN HOUSE ®COMPOSITE SHINGLESGOOD TIPV-4
(I G) MODULES INSTALLED ON THE DETACHED GARAGE POTENTIAL SHADING ISSUES
CTRIM/REMOVE AS NECESSAR
Zoho Sign Document ID: NWVHHFHKUYXHGGTWQX3CLPNQNNDEQPQEHXYUQQQ60W0
LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 ITEM DESCRIPTION ARRAY#1 $#2 ARRAY#3 EREVIEW
4 DRAFTING BY:
(RB) Rld e Bearn/Board 2"X 8" D. FIR 2"X 1 0" D. FIR NT ENERGY LLC
MODULE WEIGHT(Lbs) 43.0 43.0 43.0 R Rafters 2"X G" D. FIR I G"O.C. 2"X 8" D. FIR 24"O.C. M.NABCEP CERTIFIE
(D) Deckle 3/4" CDX PLYWOOD 3/4" CDX PLYWOOD 1 1 1 2-1 29
#OF MODULES 18 17 1 G OF N Ell/ (P) Pitch 1 9° 23'
TOTAL MODULE WEIGHT(Lbs) 774.0 731.0 688.0 r\� y (J) Cedm Jo15t 2"X G" D. FIR I G"O.C. 2"X G" D. FIR 24" C REV151CN5
TOTAL LENGTH OF RAIL(Ft) 123.3 1 G.5 109.G �P�P�O /a GSL 0 (C) Collar TIe5 2"X 8" D. FIR 1 G"O.C. 2"X G" D. FIR 48" O.C. DE5CRIPTION DATE REV
= S� '� (h) 1orizontal Spa of(R) I GG" MAX. 135" MAX. ORIGINAL 0e-27-202
RAIL WEIGHT PER FOOT(Lbs) O.G8 O.G8 O.G8 * (V
TOTAL RAIL WEIGHT(Lbs) 83.8 79.2 74.5 Pr
LU F�) (RB)
#OF STRANDOFF5 28 28 24 m - Lu
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WEIGHT PER STRANDOFF(Lb5) 2 2 2 ��3443
ZNems.�a (D)
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TOTAL STANDOFF WEIGHT(Lbs) 5G 5G 48 'OROFESS]ONP�
TOTAL ARRAY WEIGHT(Lbs) 913.8 866.2 810.5
POINT LOAD(Lbs) 32.G 30.9 33.8
CONTRACTOR
TOTAL ARRAY AREA(5cl Ft) 374.4 353.6 332.8
ARRAY DEAD LOAD(Lb5/5cl Ft) 2.4 2.4 2.4
ELEMENT ENERGY, LLC
WIND DESIGN SUBJECT TO DAMAGE FROM 7470 SOUND AVE
GROUND SEISMIC WINTER ICE BARRIER AIR M (�)
MATTITUCK, NY 1951-1
SNOW S Topographic Special Windborne DESIGN Frost UMEAN F�000 DESIGN NDERLAYMENT FREEZING ANNUAL (C)
LOAD* k wind debris CATEGORY' Weathering line Termiter TEMP' REQUIREDh HAZARDSg INDEX' TEMPI LICENSE # 43889-h
tmpnt "� region' -r.., m depthb LICENSE # 52G89-ME
20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES FEMAONEX 599 51"F
MANUAL J DESIGN CRITERIAn
Winter Summer Altitude indoor Design Heating
Elevation Latitude heating cooling correction factor design temperature cooling temperature PROJECT NAME
temperature difference
108 FT 41°N 15`F 86'F 1.00 70°F 75'F 55°F 01
Cooling Wind Wind Coincident Daily Winter Summer (J) _
temperature difference velocity velocity wet bulb range humidity humidity
heating cooling W 0,,/
11"F 15 MPH 7.5 MPH 72o F MEDIUM(M) 40% 32 GR @50%RH z L�
For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL n �] r\-Z\ -
a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength LU
required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined z
from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. LU Q
b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction a/ LU J
shall fill in the frost line depth column with the minimum depth of footing below finish grade. z
C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. MODULE MOUNTING CLAMP = O
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined
on a site-specific basis in accordance with Section R301.2.1.4.
e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York SOLAR MODULE z Ln
State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as detemlined by the building official.[AlsoSTAINLESS STEEL 3/8" O
see Figure R301.2(1).] BOLT AND NUT
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. N
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New
York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the
Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with:
i.The accompanying Flood Insurance Rate Map(FIRM), NRIDGE ALUMINUM RAIL
ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET
iii.Related supporting data along with any revisions thereto. S EET NAME
The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section.
h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the ALUMINUM FLASHING
effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO."
L The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) ST RU CTU RA
value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)."
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method
(Base 32"F)." ASPHALT SHINGLE ROOF
k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 5/1 G"x G"STAINLESS
jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. STEEL LAG BOLT WITH DRAWING SCALE
I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with 2 1/2"MIN THREAD
"YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. PENETRATION SEALED
m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500 A� NOTED
table.
(EQUIVALENT OR BETTER)
n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the
jurisdiction.
o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at
elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. SHEET NUMBER
(') See Figure R301.2(4)B.
PV-5
TAX MAP: 100007000050004,5000 MOUNTING DETAIL n
Zoho Sign Document ID:NW,VHHFHKUYXHGGTWQX3CLPNQNNDEQPQEHXY000Q60WO
SOLAR ARRAY ON MAIN HOUSE 1 3.3 kW
(35)OCELL Q.PEAK DUO BLK ML-G9+380 WATT PV MODULES *SYSTEM SPECIFICATIONS * NOTES* DESIGN t DRAFTING BY:
!21 STRINGS OF(1 3)MICRO-MVERTER5 t(1)STRING OF(9)MICRO-INVERTERS
TOTAL SYSTEM SIZE: 19.4 1 kW ELEMENT ENERGY LLC
MODULES: (5 1) QCELL Q.PEAK DUO BLK-G9+ 380 PV MODULES REvIEwBYJ.M.NABCEP CERTIFE
051112-129
STRINGS #I -2 _ INVERTERS: (5 1) ENPHA5E IQ7PLU5-72-2-U5 MICRO-INVERTERS
�_ ____________ _ - _ _ (35) MODULES INSTALLED ON MAIN HOUSE
I - - - - - - - - - - - - (I G) MODULES INSTALLED ON THE DETACHED GARAGE REVISIONS
I DESCRIPTION DATE REV
-- --------------
1 --_- --_- -__-
ORIGINAL 09-27-202
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7470 SOUND AVE
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---- --- ---- ---- ---- ��oF NES,yBRANCH LICENSE # 43889-H
CIRCUIT CABLE TYPICAL I / I LICENSE # 52689-ME
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WIRE t CONDUIT SCHEDULE z LCA �-
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CIRCUIT -KCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDJ�'� CJND- JK GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% ` \ O
"?.# ORIGIN DESTINATION 512E PER POLE QUANTITY DERATE IN5ULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE
310.15(5)(3; 310.I5(BX2]Y(3c)
INVERTERS COMBINER PANEL AWG#)O I G 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR 700C 0.65 2.4% \V
OR EMT
COMBINER PANEL AC DISCONNECT AWG#4 1 3 I TtIWN-2 AWG#8 1 THWN-2 CU PVC 0.87 1.)%
AC 015CONNECT MAIN PANEL AWG#4 1 3 THWN-2 AWG#8 1 THWN-2 CU PVC 0.87 O.1%
ELECTRICAL NOTES SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL. AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION
2.)ALL CONDUCTORS SHALL BE COPPER. RATED FOR 600 V AND 909C WET ENVIRONMENT. [NEC 690.8(13)(1)]: (lsc)'(#of stnn e' 3-LINE DIA.
3.)WIRING.CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g ) (I.5G) = 19.66 A Modules per String g GR
AWG# Oamaclt 'TemDerate = 2688 A
TO. AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE. HIP. OR VALLEY. , pyp .
26.88 A > 19.66 A. therefore DC wire 5120 15 valla. Modules per Inverter
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 51
COMPLY WITH NEC 1 1 0.26. #2 Inverter Output Wire Ampaaty Calculation
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output* (1.25) = 77.14 A Record low temp I OQC
FURNISH ALL NECESSARY OUTLETS, SUPPORTS. FITTINGS AND ACE5SORIES TO FULFILL AWG#4, ampaaty'(Temp Derate)*(Conduit FIII Derate) = 62.G5 A Voc Temp Coefficient 0.2407olQC DRAWING SCAM
APPLICABLE CODES AND STANDARDS. 82.65 A> 77.14 A. therefore AC wire size Is valid. DC SYSTEM SPECIFICATIONS CALCULATION5
G.)WHERE SIZES OF JUNCTION BOXES. RACEWAYS, AND CONDUITS ARE NOT SPECIFIED. #3 Inverter Output Wire Ampacity Calculation O eratin Current 10.0 A =(#of strm s)'(Im ) N .T. .
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Am era a output' (I.25) = 77. 4 A
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. P g P O eratin Volta e 37.9 V =(#modules in seres?'( mc)
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG#4, am 7. 1ty'(Te he eforeDcratC wire
size
FIII Derate) = 82.65 A Max. System Volta e 49.3 V = (#modules in "#WQC'.0I)'(Lo Temp##QC-25))'(Voc))+(Voc)]
82.65 A> 77.14 A. therefore AC wire size is valid.
SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 1 3.1 A =(#of 5trin s)'(Isc)'(I.25) per Art. G90.8(A)(1)
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEER LUG AC SYSTEM 5PECIFICATION5 SHEET NUMBER
OR ILSCO GBL-4DBT LAY-IN LUG.
10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current 77.14 A �` /-/�
OR O eratin AC Voltage 240 V v b
1 O.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000070000500048000
Zoho Sign Document ID: NVYVHHFHKUYXHGGTWQX3CLPNQNNDEQPQEHXY000060WO
SERVICE METER O O DESIGN a DRAF7ING BY:
I N5TALLATI ON NOTE ELEMENT ENERGY LLC
i PHOTOVOLTAIC Q • • • REVIEW BY J.M.NABCEP CERTIFIE
SOLAR PV SYSTEM
! AR BREAKER ° ( I ) ALL LABEL SHALL BE INSTALLED IN 051 1 12-129
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EQUIPPED WITH __ _ • ACCORDANCE WITH THE 2017 NEC
RAPID SHUTDOWN ® VOLTAREQUIREMENTS. DA
REvislo
OPERATINGMAX SYSTEM VOLTAGE VDC DESGRI PTION DATE REV
(2) ALL LOCATIONS ARE APPROXIMATE AND K,tiA_
SOLAR AC LOAD CENTER - OUTSIDEDO NOT RELOCATE TM •• REQUIRE FIELD VERIFICATION.
OIvTMF'ICE (3) LABELS, WARNING(5) AND MARKING
OTURN RAPID SHUTDOWN SWITCH TO Og O SHALL BE IN ACCORDANCE WITH NEC
THE'OFF POSITION TO SHUT DOWN 1 10.2 ) (B).
} PV SYSTEM AND REDUCE CAUTION ILL J
SHOCK HAZARD IN THE ARRAY AC DISCONNECT P RTOTMS SERVICE13ALSO SUPPUED (4) THE MATERIAL USED FOR MARKING
FRON TME FOLLOWING SOIMCES WITH
DISCONNECTS LOCATED AS 3"0" MUST BE WEATHER RE515TANT, IN
SOLAR AC LOAD CENTER - INSIDE 20 O ""SfREAXER Ii �E R COMPLIANCE WITH NEC 1 10.2 1 (3)(3). `°NTPA`TOP
PV BiIEAKER
4 7 8 I I WARNING �"� �,, (5) THE PV SYSTEM CIRCUIT CONDUCTORS ELEMENT ENERGY, LLC.
O O O O SHALL BE LABELED INSTALLED IN
TIM EQUIPMENT FED BY"TRE DUAL POWER J o PP-I SOURCES.TOWRATNGOFALL COMPLIANCE WITH NEC 690.3 1 . 7470 SOUND AVE
OV DEy�,plaUDWj SOURCES:UTILITY GRID MATTITUCK. NY 1 1952
MAN SUPPLYOVEPZLIRRDR AND PV SOLAR LICENSE # 43889-H
DEVIM,SWILL N ELECTRIC SYSTEM /—�//�
LICENSE # 52689-ME
CONDUIT - INSIDE BUILDING
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'WARNING ! IS ALSO SERVED BY A
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OVOLTAIC SYSTEM
ELECTRIC SHOCK HAZARD ! PHOTOVOLTAIC SYSTEM
TERMINALS ON THE LINE AND OMBINER PANEL
LOAD SIDES MAY BE ENERGIZED NOT ADD LOADS Q
CONDUIT - OUTSIDE BUILDING —_ IN THE OPEN POSITION Q
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TAX MAP: 1000070000500048000