HomeMy WebLinkAbout42905-Z Town of Southold 11/13/2018
"- P.O.Box 1179
53095 Main Rd
4 Southold,New York 11971
1 �
CERTIFICATE OF OCCUPANCY
No: 40043 Date: 11/13/2018
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 2650 Wickham Ave, Mattituck
SCTM#: 473889 Sec/Block/Lot: 139.-3-7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/23/2018 pursuant to which Building Permit No. 42905 dated 7/30/2018
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 one family dwelling as applied for.
The certificate is issued to Reiter Jr,Carl
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42905 10/22/2018
PLUMBERS CERTIFICATION DATED
Authorized Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
16 ti SOUTHOLD, NY
rmn/'iil,
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#: 42905 Date: 7/30/2018
Permission is hereby granted to:
Reiter Jr, Carl
2650 Wickham Ave
Mattituck, NY 11952
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
2650 Wickham Ave
SCTM # 473889
Sec/Block/Lot# 139.-3-7
Pursuant to application dated 7/23/2018 and approved by the Building Inspector.
To expire on 1/29/2020.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00
Date. 5�31 �ZO l e
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: Z U5b 410-4401 We:, MAE-7 ITV fly. T2.-
House No. Street Hamlet
Owner or Owners of Property: DANML 'K.C,I 1 R,C— (%Ze37-Pe_a0_A1LL1) )?—.
Suffolk County Tax Map No 1000, Section 13a Block 3 Lot
Subdivision Filed Map. Lot:
Permit No. 4)_M5 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted:$ 5c�
Applicant Signature
pF SOUIyOIo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(63 l)765-9502
P.O.Box 1179 G
�. • �o roper.richertCaD-town.Southold.ny.us
Southold,NY 11971-0959 Q
OOUNTY,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Daniel Reiter
Address: 2650 Wickham Ave City- Mattituck St: New York Zip 11952
Building Permit#• 42905 Section. 130 Block: 3 Lot: 7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. Element Energy License No. 52689-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect Switches Twist Lock Exit Fixtures 9 TVSS
Other Equipment: 9.36 KW roof mounted photovoltaic system to include, 26-LG-360 panels, with
micro inverters,combiner box,60a AC disconnect
Notes:
Inspector Signature: Date: October 22 2018
81-Cert Electrical Compliance Form.xls
Of SOUT,-
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [➢(J ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �� J'2 INSPECTORQk
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526
Cell.631-747-7497 E-mail:Ics4d(Qaol.com
Tuesday, January 10, 2017
Town of Southold
Building Department
Town Hall Annex Building
54375 Route 25
P. O. Box 1179
Southold, New York 11971
Re: Certification Letter-Twenty Six(26)360 W PV Roof Toa
Solar Panel Arrau. 9.36 kW Total Output,for
Reiter Residence—2650 Wickham Avenue
Mattituck, New York 11952
1 have reviewed the solar energy system installation in the subject topic on 10/15/2018. The
units have been installed in accordance with the manufacturer's installation instructions and
the construction drawings approved by the Building Department of the Town of Southold.
The solar panel installation is in compliance with the requirements of the 2015 International
Residential Code (IRC), the 2017 NYS Supplement to the Uniform Code, SEI/ASCE-07
"Minimum Design Loads for Buildings and Other Structures", NFP A Standard 70 "National
Electrical Code"and current industry standards and practice and based on documentation and
data supplied by E2Sys at the time of this report. Markings in accordance with Section 690.53
of the National Electrical Code are provided,
To my best belief and knowledge, the work in this document is accurate, conforms to the
governing codes and standards applicable at the time of submission and conforms with
reasonable standards of practice with the view to the safeguarding of life, health, property
and public welfare.
OF NEW yo
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N OV 9 2018 �- I 2sFo 060935 A
AROFESSIO
S+ erNyUg)Claudio Sciandra. Professional Engineer.
FIELD INSPECTION REPORT7 DATE COMMENTS
FOUNDATION(1ST) O
------------------------------------
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'FOUNDATION (2ND) til
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ROUGH FRAMING&
PLUMBING
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INSULATION PER N.Y:
STATE ENERGY CODE �
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
D
OWE C.O.Application
V (\(`9 Flood Permit
Examined IDU ,204� D
Single&Separate
Truss Identification Form
JUL 2 3 2018 Storm-Water Assessment Form
BUMDING DEPT. Contact:
Approved S6 '20& TOWN O7`of rl''Imom Nom-uz_ 14Iai}te:M h X(_
Disapproved a/c
Ph- 4 46on� 7/ ) Z y •7 z>(g
Expiration 120
Bu 'n pector
APPLICATION FOR BUILDING PERMIT
Date M A q I , 201S
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale. Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what,so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has-not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
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, or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
F.LMwAe,; r EntGUA-4 LLC.
-lg`lo Sou+.cb Ate, 'tTVC1�, t4l 11952
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
LOWMA c-TZX_ ELM UMI LIA04
Name of owner of premises �'£�,, 1J I :5-L— 1T��.C}\�t.L Lb. j>2.
(As on the tax roll or latest deed)
If applicant is a corporation, signatur of duly authorized officer
��
M1 ►0ag: wL_ �� rbt4 , y--,ZJESIDEK-T-
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. 5UP30► - 15
Other Trade's License No. 43¢3Q3o► - }�
1. Location of land on which proposed work will be done:
2(oS0 \41 C.ie,'IAW 1Wkmv,1V 5- MPn�1'rUC.41-
House Number Street Hamlet .
County Tax Map No. 1000 Section 3 -I Block 3 Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Zest 1>1— A-L—
b. Intended use and occupancy .LSI L> �A L-
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work SO�PV 441STAu-A-not l
(Description)
4. Estimated Cost l e# �',
(Too,kaid on filing this application)
5. If dwelling, number of dwelling units uriber of dwelli urns Hi each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specifyqT.ature and extent bf each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—v'
13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises? YES NO
(Qp7rW-rCA2L D.J2.) --r Ak. MArTr1 cv-, v4-4 i ASI.
14.Names of Owner of premises)At llCLV-E1TtQ.Address ZU50 Vr10444rv1 Phbne No.
Name of Architect Address Phone No
Name of Contractor ,A l l i^_ Address-74'10 60 Uo4 Lea.Phone No. Vat•^7-101=
N AArTrMCIZ,rZA 1IgV2-
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
*'IF YES, SOUTH%D TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
1.8. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Su 1r Fe t VC
tAI C+AA£L LAV,.CT'ol� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the C.-d1STl Ar--,rb2./A,4m i�C
(Contract ,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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
31,2'F day of 20 /
01, PATRICIA A MA!;iV� --�
- ' ,..
�NOTARYL PUBLIC-STATE ��TM
Notary Public No. O1 MA4676634 Signature of Applicant
Qualified in Suffolk County
My Commission Expires March 30. 20; ZX
BUILDING DEPARTMENT- Electrical Insp
I
TOWN OF SOUTHOLD JUL 2 3 2019
Town Hall Annex - 54375 Main Road - PO Box 1179
V Southold, New York 11971-0959 BUII.DINGDF.PT.
Telephone (631) 765-1802 - FAX (631) 765_3WOF SOUTHOLD
roger.richertAtown.southold.ny.:us
APPLICATION FOR ELECTRICAL INSPECTION.
REQUESTED BY: I L}-� L, ��y�T�O>� Date: s
Company Name:
Name: .JQ It✓ IW KICK
License No.: 52.LVer3q - M1e _ email: NtL�A�CT't l 2.S�1� .C�N1
Address: ft l A Us- �• �2-
Phone No.: 3
JOB SITE INFORMATION: (All Information Required)
Name:
Address: 2.1n 1i'� CJ�1•-1AYV� 14Y� Ar��l"r1��-�• l �2-
Cross Street: t T4 L Aoiis
Phone No.: LIS I- q- -I qq 3
BIdg.Permit#: email: MLAWTOK(s)
Tax Map. District: 1000 Section: I Sct Block: 3 Lot: •1
BRIEF DESCRIPTION OF WORK(Please Print Clearly) RAS IU3,W1A1_ SOLAQ.N
t S-T' Tl011 -
-r -r AL_ 6 St%L, 1. !> uM 21;v) L C43100�1G-AS UD V4 FJ
Zlo qF 1 Q U LuS---12-2-US AtUZ
Circle All That Apply:
Is job ready for inspection?: YES /®O Rough In Final
Do you need a Temp Certificate?: YES Issued On
Temp Information: (All information required)
Service Size •1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
etc mss
82-Request for Inspecdon Formas 7 I to
-1 1 --301A
pG SO!/jyol
0
Town Hall Annex 4 Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G.�c` •
Southold,NY 11971-0959 Q
COMM
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 25, 2018
Element Energy
7470 Sound Ave
Mattituck NY 11952
RE: Reiter, 2650 Wickham Ave, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
� edtngineer's certificatlon letter stating the panels were installed per.-NYS 8d?ItfF q'Cod*
Electrical Underwriters Certificate
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 42905 - Solar Panels
r
APPROYED AS NOTED
DATE: 1130119 B P #
ELECTRICAL
FEE: D I BY: INSPECTION REQUIRED
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF
ALL CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236
REQUIREMENTS OF THE CODES OF NEW OF THE TOWN CODE.
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
`SOOiT�O -
696M 49 T@WN
D
--$$l}FH6LD-T9STEES
u"tee Ww
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICAT,
OF OCCUPANCY
WIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court Smithtown, NY 11787-3011 (631)543-2953 fax(631)543-1526
E-mail: Ics4d@aol.com
Monday, July 09, 2018
Element Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Principal
Re: Twenty Six(26)360 W PV Roof Top
Solar Panel Array, 9.36 kW Total Output,for
Reiter Residence—2650 Wickham Avenue
Mattituck, New York 11952
Dear Mr. Lawton:
Pursuant to your request, I have reviewed the following information regarding the subject roof
top solar panel array:
• Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying
specific site information including size and spacing of rafters for the existing roof.
• Design drawings of the proposed system to include site plan, roof plan, mounting
details for the solar panels.This information was prepared by E2Sys and will be utilized
for approval by the Town of Southold and for construction of the proposed system.
Based on the above documentation, I have evaluated the structural capacity of the existing
system to support the additional loads imposed by the solar panel arrays and offer the
following comments:
The existing roof type is provided with asphalt shingles, '/"plywood decking,2"x8"Douglas Fir
roof rafters at 16"on center, 2"x8" Douglas Fir ceiling joists at 16"on center, 2"x4" DouglasFir
collarties at 16"on center,with 25°roof pitch. Our review of the exterior roof indicates no signs
of settlement or misalignment caused by overstressed underlying structural members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design wind speed (3 sec. gust): 130 mph
Ground snow load: 20 lbs/sq. ft.
1
r ,
Solar Array dead load: 2.6 lbs/sq. ft.
Total Weight of Array: 1251.7 lbs
The above values are within acceptable limits of recognized industry standards for similar
structures. The structural analysis, performed for the existing structure and for the solar panel
arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to
supports the additional panel weight without damage, if installed correctly.
The onsite inspection and the photographs show that the roof framing is in good conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the roof structure. If any deflection is noticed, than it is
recommended that the solar panels be cleared of accumulated snow more than one (1)foot
deep over a period of one week. If no deflections are visible under any snow loading over a
period of time, then there is no need to clear the solar panels.
Based on the above evaluation, it is the opinion of the undersigned professional engineer,that
with appropriate solar panel anchors being utilized, the roof system will adequately support the
additional loading imposed by the solar panel arrays.
This evaluation is in conformance with the 2015 International Residential Code, 2017 New
York State Supplement to the Uniform Code, the 2015 Wood Frame Construction Manual,
SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry
standards and practice and based on documentation and data supplied by E2Sys at the time of
this report.
Should you have any questions regarding the above or if you require additional information,do
not hesitate to contact me. Sincerely,
L igi"Claudio Scian ra, P. E.
OF NEW y0
J\G�G.SCIA 'F
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LOCATED AT 2650 WICKHAM AVENUE,MATTITUCK,NY 1 1952 a
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WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT P� OF NEW On
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SHEET INDEX N o ELEMENT ENERGY,
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PV-I COVER 00 M�D�P+° ` a � r 5 MATTITUCK, NY 1 1952
PV-2 SITE PLAN r' °° ° LICENSE#43889-H
PV-3 ROOF PV LAYOUT + , a+° a%T, Qa LICENSE# 52689-ME
PV-4 5TRUCTURAIJ DETAILS t 5ECTION5 C +• i oFr i
PV-5 3-LINE ELECTRICAL DIAGRAM W 270°0, 490°E ` Love Lane Kitchen It°1kAve
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GOVERNING CODES 240 p 120° g� Mattltuck New Sonolk Ave
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UNDERWRITERS LABORATORIE5(UL)STANDARDS S aR N
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GENERAL NOTES PROJECT LOCATION lz Q -
I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT — C
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMIUARIZE _..
HIMSELF WITH THE INTENT OF THE5E PlAN5 AND MAKE WORK Lu
AGREE THE 5AME. �[
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED
APPROVALS, PERMITS,CERTIFICATES OF OCCUPANCY, 10.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. OCU :2)IN5PECTION APPROVALS, ETC.,FOR WORK PERFORMED FROM ,
AGENCIE5 HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY,WORKMAN'S COMPENSATION, F-
3COMPLETED OPERATION, ETC.ADEQUATE FOR THE PURPOSES
.ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND _
OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR 11 I TO Q
ALL RULES AND REGULATIONS OF THE RESPONSIBLE WITH URCOMMENCING TH WORK. � �' �/ LnJISDICTION. Q
1 D THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHAM BE RESPONSIBLE FOR
4. IfMAINTAINING SAFETY ON THE JOB SITE DURING THE
WHICH DISAGREES WITH THAT A5 INDICATED ON THE5E PLANS,
CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE N
AND REQUIREMENTS THE OCCUPATIONAL SAFETY AND
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATIOON.THIS SHALL INCLUDE,BUT ARE NOT
LIMITED TO:PROVIDING FOR ADEQUATE AND PROPER BRACING, SHEET NAME
RESPONSIBILITY AND LIABILITY THEREFROMETY AND SHALL BE SAFRAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY
5.ALL STRUCTURAL STEEL SHALL BE +
FABRICATED AND INSTALLED A5 PER LATEST A.1.5.0 SCAFFOLDING,STAIRS, ETC..A5 WELL AS PERMANENT
SPECIFICATIONS. CONSTRUCTION. � COV L K
G.ALL ELECTRICAL WORK 5HALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE
DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
NY5 CODES d REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND
7. ANY DEVIATION FROM THE5E PLANS WITHOUT THE WRITTEN
COMMENCING WITH WORK. DRAWING scAE
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S
CERTIFICATION OF THESE PLANS. 13.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS
THESE DRAWINGS A5 INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE 517E AND DISPOSE OF IN A LEGAL MANNER ON N .T.S.
8.SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT.
14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED
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 U5ED ON ANY OTHER PROJECTS OR
EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE . _� snEET NUMBER
9. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF
EXISTING WORK ADJACENT TO HI5 WORK,OR DAMAGED AS FINAL PAYMENT. AERIAL VIEW PV-
RESULT OF HI5 WORK.
CONSTRUCTION NOTES ENAECEP
N i DRAFTING BY
I )ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE W AMIE MINNICK
MANUFACTURER'S INSTALLATION INSTRUCTIONS. O °o
CERTIFIED
o
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING, 051 I)2-129
p
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION
r1
(n 15 / REVISIONS
DESCRIFION DATE REV
O - ORGINAL OS-1G-2018
C N
O
N 36"FIRE SETBACK @ EAVE �
N
36"x 36"GROUND ACCESS TYP.�
CONTRACTOR
ELEMENT ENERGY, LLC,
7470 SOUND AVE
MATTITUCK, NY 1 1052
LICENSE # 43889-H
LICEN5E # 52689-ME
PROJECT NAME
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NEW PV SUB-PANELS
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COMBINER
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SHEET NAME
GNO ELECTRODE
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PV MODULE 5 `C,SCIgN ��
RACKING RAIL _01*
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DRAWING SCALE
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TRIM/REMOVE AS NECESSARY
LEGEND
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N 8 DRAFTING BY
®MAIN SERVICE PANEL AMIE MINNICK
NEW PV SUB-PANELS CERTIFIED
A/C DISCONNECT 05 1 1 12-129
COMBINER
INVERTERS
GND ELECTRODE
N REVISIONS
PV MODULE 00 DE5CRIFTION DATE REV
RACKING RAIL , ORIGINAL C6-IS-2C18
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SUNRUN METER L n40o '10'50*
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ARRAY #
[:]POTENTIAL SHADING ISSUES ELEMENT ENERGY, LLC.
TRIM/REMOVE AS NECESSARY
26 MODULES a 7470 SOUND AVE
250 PITCH MATTITUCK, NY I 1552
1870 AZIMUTH sFa 060935-'� �� LICENSE # 43889-H
A^ RcFESSION
LICENSE # 52G89-ME
PROJECT NAME
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CONSTRUCTION SUMMARY
CONSTRUCTION NOTES
I .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
(2G) LG 3GOQ I C-A5 3GO WATT PV MODULES WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
(2G) ENPHASE IQGPLU5-72-2-U5 MICRO INVERTERS 2 )ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH SHEET NUMBER
(3G)ATTACHMENT POINTS @ 48"OC MAX. MINIMUM NEMA 3R RATING FV-3(1
75.33) LF IRONRIDGE XR 100 MOUNTING SY5TE M 3 )ALL LOCATIONS ARE APPROXIMATE AND REQUIRE
ROOF TYPE = ASPHALT SHINGLES, SINGLE LAYER FIELD VERIFICATION.
1 LOAD CALCULATIONS ARRAY#I
Module Weight 40.79 Lbs ITEM DESCRIPTION ARRAY#I DESIGN 4 DRAFTING BY
#of MOdul s 26 Rafter 2"x 8" D-FIR I G"O.0 JAMIE MINNICK
Total Module Wei ht 1060.54 Lbs (D) Deckin 112" PLYWOOD NABCEP CERTIFIED
Total Len th of Rall 17 5.33 Ft, (C) Collar Tles 2"x 4" D-FIR 16"O.C. psi 1 12-125
Rall Wel ht Per Foot 0.68 Lbs (J) Joist 2"x 8" D-FIR @ 16"0 C
Total Rail Wel ht 1 19.2 Lbs,, (P) Pitch 25° REVISIONS
#of Stan ffs 36 (RB) Rid6le Board/Beam 2"x 10" D-FIR De5cwPTI0N DArr REV
Wei ht per standoff 2 Lbs (h) San Width of Rafter(R) 32" OPIGiNAL OS-I 6-2018
Total Standoff Wei ht 72 Lbs F NEVV yp
Total Arra WeI ht 125 1.7 Lbs 5 C.SCIq R,r
Point Load 34.8 Lbs 0 y
Total Array Area 486.2 Sq Ft (R)
Array Dead Load 2.GLb5/S Ft
SFO 060935-
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SIOTA
FESN
/ CONTRACTOR
1 S
(P) ELEMENT ENERGY, LLC.
As per ASCE 7 - Method I: (i -2) # e - I 7470 SOUND AVE
1 P net = Kzt 1 Pnet (e -2) Qt(sec 6.5 7) I ne ae - # (C) — I MATTITUCK, NY I 1952
CLIMACTIC AND Ground Wind S eed Live load, Point —' LICENSE # 43889-H
p 1 Max fastener 1 LICENSE # 52689-ME
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust,pnet30 pen'pullout loadi Fastener Type spacing g
alon ,
CRITERIA Pg mph ASCE7, psf!l Ib. rads, in S
A # 20 130 # 468 5/1 G"x G"Stainless Steel 64„
Roof Section B # TYP. TYP. # TYP ( Lag Bolts (H)
# P
O TN
R JEC AME
For SI:1 pound per square foot=00479 kPa,1 mile Per hour=
0.447 m/s.
� � W
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural ::) N
requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as
determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216
or C 652. U >
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with Z Q
the minimum depth of footing below finish grade. ROOF FRAMING DETAIL LLJ
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. Q z
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure
category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. L
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 CkI U
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP—\ C/ U
as determined by the building official. U
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1 SOLAR MODULE
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and STAINLESS STEEL 3/5° W O
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 BOLT AND NUT CZ
minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, Q
as amended or revised with:
I.The accompanying Flood Insurance Rate Map(FIRM), NRIDGE ALUMINUM RAIL— N
ii.Flood Boundary and Floodway Map(FBFM),and
iii.Related supporting data along with any revisions thereto. ALUMINUM"C BRACKET
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 ALUMINUM FLASHING SHEET NAME
local damage from the 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." � STRUCTURAL
I. 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)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" ASPHALT SHINGLE RooF
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 s/1 s"x s"STAINLESS
Freezing Index-USA Method(Base 32°F)." STEEL LAG BOLT WITH
�2 1/2"MIN THREAD
k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic PENETRATION SEALED
WITH GEOCEL 4500 DRAWING SCALE
wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the (EQUIVALENT OR 5ETTERI
table. AS NOTED
I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this
part of the table with"YES"and
m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall
indicate"NO"in this part of the table.
n. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to SHEET NUMBER
1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet �`V,_4
MOUNTING DETAIL
above 1000 feet.
(`) See Figure R301.2(4)B. I
DESIGN t DRAFTING BY
SOLAR ARRAY 9.36 kW JAMIE MINNJCK
(26)LG 360Q I C-A5 SOLAR PV MODULES NABCEP CERTIFIED
(2)5TP114G5 OF(13)MICRO-INVERTERS —SOUR MODULE TYPICAL 051 12-129
T� �� 1 OF NEW Y
_ TO UTILITY GRID
41 C SCJgN OQir REVISIONS
STRING# = _ _ _ _ = = _ = B = _ OR
DEBCRIP ION DATE REV
EN"A
TERMINATOR 7L1* Ll LN
-- 0 0 0 0 0 0 u Q o - o .0 o BRANCH ORIGINAL Oc-1 6-2018
__________________ o a a of oa TYPICAL
----- _ -- SF �0935� 1 BI-DIRECTIONAL
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----- ----- -----�----- ---- \ UTILITY METER
! I-PHASE,240 V
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STRING#2 _ 1� - - 9 pROFESSION� L1 L2 N 1
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----- ----- ----- ----- --- ----- AC DISCONNECT POINT NTERf-ONNEION
9os4(A)
ENPHASU BRANCH/ MICRO-INVERTER ! __ - - ----- --LENGTH OF TAP CONDUCTORS
CIRCUIT CABLE TYPICAL ENPHASE IQEPLUS-72-2-US 240SO D AG GOA 0223 4P,13 - 1
! SHALL NOT EXCEED 10 FT
240 VAC. 1 1 ELEMENT ENERGY, LLC.
I I I 97%CEC-WEIGHTED EFF— NEMA 3R UL LISTED z)40AFUSE5 '
! NEMA G.UL LISTED _ _MAIN SE A 7470 SOUND AVE
DISCONNECT
TYPICAL 40A zoo - z00 ooMATTITUCK, NY 1 1552
I I ,
I ENPHASE AC COMBINER BOXL I L I
LICENSE # 43889-H
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WIRE 4� CONDUIT SCHEDULE
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% LLJ
L U U
I D # ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE {—
3 10.1 5(5)(3) 1 310.)5(B)(2a)0c)
STRING AC COMBINER AWG#10 1 4 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I,, 70QC O 65 50 FT 0.8% W O
OR EMT (R Ln Q
AC COMBINER AC DISCONNECT AWG#8 1 3 I THWN-2 AWG#8 1 THWN-2 CU PVC 459C 0.8725 FT O G% ( n
AC DISCONNECT MAIN PANEL AWG#6 1 3 THWN-2 AWG#8 1 THWN-2 CU PVC 459C 0.87 10 FT 0 G% N
ELECTRICAL NOTES SHEET NAME
I )ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
2)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90QC WET ENVIRONMENT 3-LINE DIA.
3)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY #I PV Source Circuit Wire Ampacity Calculation
TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY [NEC 690.8(13)(1)] (Isc)"(#of stnngs)'(I.56)= 19 O 1 A CONFIGURATION
4)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL AWG#I O,ampacity'Temp Derate"Conduit FIII Derate= 34.8 A
COMPLY WITH NEC 110.26
34.8 A> 19 O 1 A,therefore DC wire size Is valid Modules per Strm 3 E 3
5)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Modules per Inverter
FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE55ORIE5 TO FULFILL #2 Combined Inverter Output Ampaaty Calculation Number of Inverters 26
Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) = 38 03 A DRAWING SCALE
APPLICABLE CODES AND STANDARDS AWG#8,derated ampacity"(Temp Derate)'(Conduit FIII Derate) =47.85 A Record low temp -101C
6)WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, 47.85 A> 38 03 A,therefore AC wire size Is valid Voc Temp Coefficient -0.24%/QC
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY DC SYSTEM SPECIFICATIONS CALCULATIONS N .T.S
7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Inverter Output Wire Am acit Calculation O eratin Current 9.87 A =(#of strin s Im
8)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE p p y )*(Imp)
Inverter Output Circuit OCP Calculation(Inverter Imp)'(I 25) =38 03 A
SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. O eratinVolta e36.5 V =(#modules In series)"(Vin )
9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.EC VIA WEEK LUG AWG#6,derated ampacity"(Temp Derate)'(Conduit FIII Derate) = 65.25 A Max. stem Volta e 46.3 V = (#modules In series"
OR ILSCO GBL-4DBT LAYINLUG 65 25 A> 38 03 A,therefore AC were size Is valid.
Sy g ) [(((-#.##%V/QC'0 1)"(Lo Term p##QC-25))"(Voce+(Voc)] SHEET NUMBER
OTHE POLARITY OF THE GROUNDED CONDUCTORS IS(positwe negative) Short Circuit Current 13.5 A =(#of string5)'(Isc)"() 25)per Art. 690.8(A)(1) PV-5
OR) AC SYSTEM SPECIFICATIONS
10)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690 35 Max AC Output Current 38 03 A
O eratin AC Volta e 240 V