HomeMy WebLinkAbout43134-Z 2'a� Town of Southold 11/16/2018
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40057 Date: 11/16/2018
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 680 Donna Dr, Mattituck
SCTM#: 473889 Sec/Block/Lot: 115.-15-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/3/2018 pursuant to which Building Permit No. 43134 dated 10/15/2018
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 single-family dwelling as applied for.
The certificate is issued to Jerome, John&Janet
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43134 11/5/2018
PLUMBERS CERTIFICATION DATED
Authorized ignatu e
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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#: 43134 Date: 10/15/2018
Permission is hereby granted to:
Jerome, John
680 Donna Dr
Mattituck, NY 11952
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
680 Donna Dr, Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-15-20
Pursuant to application dated 10/3/2018 and approved by the Building Inspector.
To expire on 4/15/2020.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
rh Total: $200.00
B&ding Inspector
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. 9 LS hpi
New Construction: Old or Pre-existing Building: v-/ (check one)
Location of Property: Ip�'jD (ear l f i Q. DIZ%,415 mo[.-
House No. `�,, Street Hamlet
Owner or Owners of Property: Sob 4t l D1Yl= A►,11b J Ay le'T- 1AjEzomc
Suffolk County Tax Map No 1000, Section S Block S Lot ZC�)
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: ►Sr Cr, Q { LI—C.
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
pF SOUIyOIo
Town Hall Annex 411 Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 �► • �Q roger.richertt'a�town.southold.ny.us
Southold,NY 11971-0959 Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To John Jerome
Address. 680 Donna Dr City Mattituck St: New York Zip 11952
Building Permit#- 43134 Section. 1 1 5 Block: 15 Lot: 20
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 Basement Service Only
Commerical Outdoor X 1 st 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 Fixture Time Clocks
Disconnect Switches Twist Lock Exit Fixtures �] TVSS
Ocher Equipment: 10.92 KW roof mounted photovoltaic system to include, 42-Hyundia 260 panels,
with Enphase micro inverters,combiner box,60a AC disconnect.
Notes.
Inspector Signature: 77Date: November 5 2018
81-Cert Electrical Compliance Form.xls
pF SOUIyO�
# TOWN OF SOUTHOLD BUILDING DEPT.
Q
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) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 1 `7� INSPECTO
LUIGI CLAUDIO SCIANDRA, RE
--
5 Wesleyan Court• Smithtown, NY 11787-3011 (631)543-2953 fax(631)543-1526
Cell.631-747-7497 E-mail:Ics4dOaol.com
Wednesday, November 07, 2018 2
Town of Southold Building Dept. nD
Town Hall Annex i
54375 Main Rd. ` ,- NCS`' 6
PO Box 1179
Southold, NY 11971-0959
- T.
Re: Certification Letter- Forty-two(42)260 W PV Roof Top
Solar Panel Array, 10.92 kW Total Output,for
Jerome Residence—680 Donna Drive
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
O.SCIA r+
� s
i�,L�tcO
09 -A
AROFESSIOrfP�'
Sincerely,Luigi Claudio Sciandra, Professional Engineer.
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION(1ST)
� y
------------------------------------
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'FOUNDATION (2ND)
�• O
ROUGH FRAMING&
PLUMBING y v 1
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INSULATION PER N.Y: `� y
STATE ENERGY CODE f,
FINAL
ADDMON4L C MMENTS
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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. LIS/ 3 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20f_D Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved loll 20[K_ Mail to: E�-M04T 6.GlUm`i LLL
Disapproved a/cLV 14-10 gWwbA4F_. AAM%1\CU, Rq 01M
Phone: UzjI -'I Jq-W15
Expiration ,20
7b
D � t
g In ector
PLICATION FOR BUILDING PERMIT
OCT - 3 2018 Date S(- -OMZ30a 5 , 20 1 $
INSTRUCTIONS
a. 'T #ppJ&ot . 6 %Dcompletely 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.
XA _n
(Signature of applicant or name,if a corporation)
-74-10 Soy u D 4ym, Mk-7mu cls,►11� tg�2
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises JOgbMe p _�o toI
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
Mir-tA Aer... LA"-row . Azcs.
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. 52(oScl-M E
Other Trade's License No. 4389881 — 1A
1. Location of land on which proposed work will be done:
(o i�Q DDPJNA Q)V_\JE NAwrnrr c k., +4-) 111!5-2-
House
tq15'2-
House Number Street Hamlet
County Tax Map No. 1000 Section 115 Block IS Lot 2-C)
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 1 e,St l�t�CT-t ISL.
b. Intended use and occupancy P-r-s 0547-1 M-
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work —0-ex-AV— P4 tr►�rrtaat. t t«.(
(Description)
4. Estimated Cost Fee 2DO.t5Fo
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of 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 ies,
8. Dimensions of entire new construction: Front Rear Ipth A
Height Number of Stories 1
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner v
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓
13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO
IJ1A-TS1't1�C,11
14.Names of Owner of premiseJC*44 Jf52OMt9 Address UeD It r Ar b?Ay�4Phone No. g il-7-119 -I 01(0
Name of Architect Address Phone No
Name of Contractor G!jWKe s1" EXet k*1 LI-k- Address-9-10 GWM>A,%4t Phone No. (#St-1101--7445
MK MTVCk--j 1 j 1tgS2-
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD 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.
18. 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 5F(�l K )
MI C- AAE3— AW I Vt� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the LG47MACTCL/ktgat —TT-
(Contract r,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. PATRICIA A MAY
NOTARY PUBLIC-STATE OF NEW YORK
Sworn to before me this No. O1 MA4676634
S,V4 day of Lp�} 20Aualtfled In Suffolk County
My Co Iss Expire Mar 20
Notary Public Signature of Applicant
fi BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rooer� riche>Atown.southold.nv.�as
APPLICATION FOR ELECTRICAL INSPECTION-
REQUESTED BY: �� ,�- �Jo, off► Date: q c ga(
Company Name: ELCMIDm Et.4tv-r^-4 L_LC.
Name: JAftm MiwwiuG
License No.: 52-6pQ,q- Ms email: err ,j-rbtJ® E 2S,{S.L.otA
Address: p-mi_ ut.1G W 11952
PhoneNo:: (ost- -Iq - got3
JOB SITE INFORMATION: (All Information Required)
r.
Name: ,Jr -►�l ,��QoM
Address: L')0kNJh'%- L�r_&E NV -Trn-idie_lj N,4 I IgSZ
Cross Street: tJey,t a v,FFoue_ ,A4e-
Phone No.: (031- 2A5 - 1 D t to
BIdg.Permit#: ( email:
.
Tax Ma District: 1000 Section: I l Block: 15 Lot 20
BRIEF DESCRIPTION OF WORK(Please Print Clearly) ¢.e mm e-t AA-
Sot_o,� pq 11.1$TAI"orrfc J v�41-rN (42) 1-1`1u 40A1 Hr'g-2too Z6 (sic) S&L-% . P/ Moavt..es,
t 42� EnsPHa4E l QLp-bo-7 -VS Mv_¢o[1-Nc�4Si << _ 1�1 tPE� f"sxM&Me2tg1.+ AND(t)Jft gCQUAQe O
Circle All That Apply:
Ac a%sc. W1 SOA cases
Is job ready for inspection?: YES /(g5 Rough In ina
Do you need a Temp Certificate?: YES /� Issued On
Tirmp Information: (Ali 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
82-Request for InspecOon FormAs
pF SOUlyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G.2 •
Southold,NY 11971-0959
Q
,, NN,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 13, 2018
Element Energy
7470 Sound Ave
Mattituck NY 11952
Re: Jerome, 680 Donna Dr, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Note: Need certification letter from engineer stating the panels were installed per NYS Building
Code
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 — 43134— Solar Panels
APPROVED AS NOT D
DATE: Sf B.P.1-211313LI
FEE: l D BY: ELECTRICAL
NOTIFY BUILDING DEPARTMENT AT INSPECTION REQUIRED
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR CO.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
D
' S
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTEFi'CATL
OF OCCUPANCY
1
t
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526
E-mail: IceAd@aol.com
Tuesday, September 11, 2018
Element Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Forty-two(42)260 W PV Roof Top
Solar Panel Array, 10.92 kW Total Output,for
Jerome Residence—680 Donna Drive
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 Incorporated Village of Lynbrook 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
rafters at 16" on center, 2"x8" Douglas Fir ceiling joists at 16" on center, with 240 roof. 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: 130 mph
1
Ground snow load: 20 lbs/sq. ft.
Solar Array, dead load: 2.7 lbs/sq. ft.
Total Weight of Array: 744.3 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, 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,
u gi Claudio Scia dra, P. E.
OF NEW yo
5 JAG\C.SC j'q 'f
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060935-1 ��C9
pROFESSIOr1P�'
2
SCOPE OF WORK [:NAf5r—EP
N 6 DRAFTING BY:
MIE MINNICK
TO INSTALL A 10 92 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE JEROME RESIDENCE, 25 CERTIFIED
LOCATED AT G80 DONNA DRIVE, MATTITUCK, NY 1 1952. NE oil 51 1 12-129
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. SC/,, REVISIONS
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES, DescRPfloN DATE RN
SYSTEM RATING * v * e
j ORIGINAL 09-I 1-20 1 B
r
10.92 kW DC 5TC t}
�a 06a935A
EQUIPMENT SUMMARY NRl7FFSSjtYA
42 HYUNDAI M15-5260-RG(BK)PV MODULES New Suff,
42 ENPHA5E IQG-60-2-U5 MICRO INVERTERS '4ve
I IRONRIDGE XR 100 MOUNTING SYSTEM �6W Suffolk Ave CONTRACTOR
J.� � ELEMENT ENERGY, LLC.
SHEET INDEX N . ,A , '' 7470 SOUND AVE
PV-I COVER O° '
PV-2 517E PLAN MATTITUCK, NY 1195
PV-3 Roof PV LAYOUT ' LICENSE # 43889-H
PV-4 STRUCTURAL/DETAILS C 5ECTION5 ' Y LICENSE # 52G89-ME
PV-5 3-LINE ELECTRICAL DIAGRAM
W zoo°o � r�so°E �.-.
GOVERNING CODES Q
2ao° 120- Mattituck
° °
2014 NATIONAL ELECTRICAL CODE. 180 150 PROJECT NAME
2015 INTERNATIONAL RESIDENTIAL CODE AND NY5 201 G SUPPLEMENT,
UNDERWRITERS LABORATORIE5(UL)STANDARDS S
0511A 29 CFR 1910.269 N
U—j Lu Ln
GENERAL NOTES U >
PROJECT LOCATION w - _
1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT Q C)
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE >--
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK (� Q Z
AGREE THE SAME. W z
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED z
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. W O U
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM
AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION,REQUIRED.
3. ALL WORK SHALL CONFORM COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES 0 O CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO O
ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK.
JURISDICTION. 1 1 . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR L/-1 LD Q
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND 680 Donna Drive
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION. THI5 SHALL INCLUDE, BUT ARE NOT
I� . I i — 9;
CONTINUE WITH THE WORK, HE SHALL A55UME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING,
RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SHEET NAME
5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE
FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT e
SPECIFICATIONS. C�F GUREDIDIMENSIONS SHALL GOVERN. DO NOT SCALE COVEK
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. tCONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING n
NYS CODES 4 REGULATIONS �S
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND
COMMENCING WITH WORK.
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S DRAWING SCALE
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5
CERTIFICATION OF THESE PLANS. WORK FROM THE 517E AND DISPOSE OF IN A LEGAL MANNER ON
8, THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT, N .,T,5
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 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 15 TO BE
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE
EXTENSIONS TO THI5 PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF
s EEr NUMBee
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL
FINAL PAYMENT.
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS
AERIAL VIEW PV
RESULT OF HIS WORK.
J
LEGEND
��N� W CONSTRUCTION NOTES DE51GN t DRAFTING BY
JAMIE MINNICK
®NEW PV I.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NABCEP CERTIFIED
Std-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. • 051 112-I 29
A C OISCONNECT 4 ^ 0
® ONOE1NER ' '' ' 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING.
EECTRODE Z o �� ^c ;f 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. FOPIGIIJAL
SIONS
PV MODULE co (/)
DATE REV
—RACIONO RAIL D e � %;;ti% '' ,
09-11-20;8
0 ATTACHMENT POINT ^ N
---RAFTERS
-*--ROOF PITCH ANOLE
®SUNRUN METER
®VENTh �
OPWMBINO VENT f- ,1 ;''/%jai
®SKY LIGHTLl I
®CHIMNEY
CONTRACTOR
COMPOSITE SHIP GILES
i
POTENOOD�SMAJ 4NO ISSUES
❑TRIM/RWO%C AS NECESSARY
ELEMENT ENERGY, LLC.
''r,• r/,f �'` y, ; -'f%� 7470 SOUND AVE
MATTITUCK, NY 1 195
j ! LICEN5E# 43889-H
'� f' % LICENSE # 52G89-ME
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PROJECT NAME
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741-7311 -
`"f' SHEET NUMBER
PV-2
LEGEND '4
ENSTINO UTILITY METEIR Lu DE51GN*DRAFTING BY-.
MAIN SERVICE PANEL ""'I I, 1 0
NEW PV SUB-PANELS 0 JAMIE MINNICK
NECT NA5CEF CERTIFIED
INVERTERS ^ 1w 051 1 12-129
GNO ELECTRODE -..'a
REV51ON5
PV MODULE Co
DESCRIPTION DATE REV
RACIONG RAIL0
ORIGINAL 09-11-2015
0 ATTACHMENT POINT to 0 Vy
---RAFTERS
-4--ROOF PITCH ANGLE
�SUNRUN METER ARRAY # I
VENTk
42 MODULES n
0 PLUMBING VENT
240 PITCH
®SKY LIGHT
26 1 0 AZIMUTH
CHIMNEY
COMPOSITE SHINGLES CONTRACTOR
GOOD CONDITION
EPOTENTIAL SHADING ISSUES
ITRIM/MOVE AS NECESSARY1 7-
ELEMENT ENERGY, LLC.
7470 SOUND AVE
MATTITLICK, NY 1 1952
LICENSE# 43889-H
LICENSE # 52689-ME
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PROJECT NAME
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DRAWING SCALE
CONSTRUCTION SUMMARY CONSTRUCTION NOTES
N .T.5.
(42) LG 3GOG I C-A5 3GO WATT PV MODULES 1.)ALL EQUIPMENT SMALL BE INSTALLED IN ACCORDANCE 1 1
(42) ENPHA5E IQG-GO-2-U5 MICRO INVERTERS WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
(GO)ATTACHMENT POINTS @ G4"OC MAX. 2.)ALL OUTDOOR EQUIPMENT SHALL 13E RAINTIGHT WITH SHEET NUMBER
(278.5) Lf IRONRIDGE XRI 00 MOUNTING SYSTEM. MINIMUM NEMA 3P,RATING,
ROOF TYPE = ASPHALT SHINGLES, SINGLE LAYER 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE
FIELD VERIFICATION. PV-3
LOAD CALCULATIONS ARRAY#I
I Weight 4 1.2 Lbs ITEM DESCRIPTION ARRAY#I DE51GN I DRAFTING BY
#of Modules 42 Rafter 2"x 8"D-FIR P I G"O.C. JAMIE MINNICK
Total Module Wel ht 1730.4 Lbs (D) Deckin 112"PLYWOOD NABCEP CERTIFIED
Total Len th of Rad 278.5 Ft (C) Collar Ties 2"x G" D-FIR 48"O.0 so 0511 12-129
Rail Wel ht per Foot 0.G8 Lbs (J) Joist 2"x 8"D-FIR @ I G"0 C
Total Rad Wei ht 189.4 Lbs (P) Pitch 24° REV1510N5
#of 5tandoffs GO (RB) pid6ie Board/Beam 2"x 10"D-FIR DESCU-TION DATE Rev
Wei ht Per standoff 2 Lbs (h) 5 an Width of Rafter(R) 15& oRiGu,a oe- i-zoic
Total Standoff Wei ht 120 Lbs
Total Array Wei ht 2039.8 Lbs
Point Load 34 Lbs �Q """"•..r '
Total Array Area 744.3 Sq Ft - /' ° (R) (RB)
Arra Dead Load 2.7W5/5 Ft \
# (D)
CONTRACTOR
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ELEMENT ENERGY, LLC.
As
7470 50UND AVE
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net (e - ) Kzt sec ) I n (table - # (C) MATTITUCK, NY 1 195
CLIMACTIC AND Ground Wind Spee Live load, Point Max fastener /J LICENSE# 43889-H
OGGERAPHIC D SIGN Category Snow Load 3 sec gus�pnei;30 pe pullout loac Fastener Type spacing along
/ LICENSE # 52689-ME
CRITERIA Pg mph JA5CE7, psi Ib, rads, in.
A # 20 130 # 468 5/1 G"x G"Stainless Steel G4"
Roof Section B # TYP, TYP. # TYP. Lag Bolts (H)
# PROJECT NAME
For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s.
(J)
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 LLJ Ll_I T)
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 U >
or C 652. Z _
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 W �
_
the minimum depth of footing below finish grade. ROOF FRAMING DETAIL I I C) r
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 LLl Z
category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. 0/ Z
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 W O
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP _ '5; Q C)
as determined by the building official. =
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. 50LAR MODULE--\ _ O O
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and _ STA NLESS STEEL 3/8' C
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
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:
t.The accompanying Flood Insurance Rate Map(FIRM),
Ii.Flood Boundary and Floodway Map(FBFM),and _-
IR61NRIDGE ALUMINUM RAIL
ill.Related supporting data along with any revisions thereto. ALUMINUM V 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,R905A.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."
1. 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 STRU CTU RA
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 5/1 G"X G"STAINLE55
Freezing Index-USA Method(Base 32"F)." 2 1/2"MIN THREAD STEEL LAG BOLT WITH
k In accordance with Section R301.2.1.5,where there 1s local historical data documenting structural damage to buildings due to topographic wind PENETRATION SEALED
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 table. WITH GEOCEL 4500 DRAWING SCALE
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 (EQUIVALENT OR BETTER)
part of the table with"YES"and AS NOTED
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
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 SHEET NUMBER
above 1000 feet.
(") See Figure R301.2(4)B.
—4
MOUNTING DETAIL n
C tAR A're
nr,l o s2 kw DE DRAFTING BY
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NABCEP CERTIFIED
_ 051112-129
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DESCRIPTION DATE REV
ORIGINAL oy-I 1-2015
tTKRIG#2 - - - 1 - - - —' TO UTILITY GRID
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CONTRACTOR
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ENPHA5E BRANCH N ELEMENT ENERGY, LLC.
I MICRO GPONTNT CP II,iEP-CO'INECT�ON
CIRCUIT CABLE TYP rr;%+ASE lo,- O-2 u-z-uS AC DISCONNECT
PER NEC r :CONDUCTOR!,
Ec-WMIUM.
lGBO F41A: 7470 SOUND AVE
240 VAC.,E Ef A �0 D D«3flrtj , 511A
TM1 Or FAP CONCUCTOR:,
I Y"%CEI-1YIL.HTFDeff 240"AC WA sY14LLuoT7l,'.Em 10 17 MATTITUCK, NY 1 195
r IEIVA G UL LI IEC�^ I,EMA 3V, UL L15TED
, � �•: 2)50 A JXf. I MAIN--ICEDSCONNE[1 LICENSE # 43889-H
AC COMBINER BOX y
24D v caa a LICENSE # 52G89-ME
SDA
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WIRE t CONDUIT SCHEDULE LU O U
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% L
1.0 # ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE 015TANCE O O
310.15(5X3) 310.15(5)(2.M3.) ,
STRING INVERTER AWG#10 j 1 G 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I 702C O.G5 1 10 F7 0.8% l — `"V
OR EMT W Q
INVERTER COMBINER PANEL AWG#6 I 3 I THWN-2 AWG#8 I THWN-2 GU PVC I" 45QG 0.87 25 F7 O G%
COMBINER MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#e 1 THWN-2 CU PVC I° 459C 0.87 10 FT 0 G%
ELECTRICAL NOTES
SHEETE
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 COO V AND 900C 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 CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY [NEC G90.8(B)(1)): (15c) '(#of 5tringe)'(I.5G)= 19 2 A CONFIGURATION
4)WORKING CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT SHALL AWG#10,ampaclty'Temp Derate'Conduit Fill Derate = 20 8 A :Modules per Strtnq I C, 1(;,t 10
COMPLY WITH NEC 1 10 26 20.8 A> 19 2 A,therefore DC wine 5¢e 15 valid.
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Modules per Inverter I
FURIJ15H ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILL #2 Combined Inverter Output Wire Ampaclty Calculation Number to Inverters 42 DRAWING SCALE
Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) = 50 A
APPLICABLE CODES AND STANDARDS Record low temp 1 O°G
G)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUIT5 ARE NOT SPECIFIED, AWG#G,derated am therefore
C wire
valid.
fill Derate) = 65 25 A
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY 65 25 A> 50 A, therefore AC were s¢e Is valid. Voc Temp Coefficient 0.33%/QC N .T.5.
DC SYSTEM SPECIFICATIONS CALCULATIONS
7)ALL WIRE I SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE
GROUNDING
8)MODULE GROUNDINGINC CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE #3 Combined Inverter Output Wire Ampacity Calculation O eratm Current 8.8 A =(#of strin
C
Inverter Output Circuit OCP Calculation(Inverter Imp)'() 25) = 50 AOperating ) (Vm )
SUPPORT RAIL,PER THE GROUNDING CLIP MAfJUFACTURER'S INSTRUCTION 31 I V =(#modules 1n series'
9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E.0 VIA WEED LUG AWG#G,derated ampacity'(Temp Derate)'(Condud Fill Derate) = G5 25 A Max. tem Voltage 42.3 V = (#modules m serves'
OR IL5G0 GBL-40BT LAY-IN LUG GS 25 A> 50 A,therefore AC were size Is valid.
g ) [(((-#.##%aV/°C'01)6(Lo Temp##°C-25))'(Voc))+(Voc)1 SHEET NUMBER
10)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positiveMegatwe) Short Circuit Current I I I A =(#of 5tnng5)'(15c)'(I 25)per Art. G90.8(A)(1)
OR AC SYSTEM SPECIFICATIONS PV-5
1 O)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90 35 Max AC Output Current 50A
Operatinei AC Voltage 240 V