HomeMy WebLinkAbout44154-Z ��Q�gQfrFQl��o� Town of Southold 10/25/2019
P.O.Box 1179
0
w "W 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40810 Date: 10/25/2019
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1700 Arbor Ln,Mattituck
-SCTM#: 473889 Sec/Block/Lot: 121.4-1.10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/28/2019 pursuant to which Building Permit No. 44154 dated 9/11/2019
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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Martinez SJ&DC Rev Trt
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44154 10-08-2019
PLUMBERS CERTIFICATION DATED
Authorized Signature
�SOFFo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
o • 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#: 44154 Date: 9/11/2019
Permission is hereby granted to:
Martinez SJ & DC Rev Trt
PO BOX 1583
Mattituck, NY 11952
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
1700 Arbor Ln, Mattituck
SCTM #473889
Sec/Block/Lot# 121.-1-1.10
Pursuant to application dated 8/28/2019 and approved by the Building Inspector.
To expire on 3/12/2021.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
B pector
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 1%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. �0-o/2019
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: 1 -700 Rr hor )-an e__ I l a,U,'f udc F �(c/ t(q'Sa
House No. p I Street Hamlet
Owner or Owners of Property: P,vi � I"If]z`1' tle1L
Suffolk County Tax Map No 1000, Section 12Block ( Lot
Subdivision f I Filed Map. Lot:
Permit No. `T r 5 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary� Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
pv SOU��®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 � Sean.devlinitown.southold.ny.us
��COUNTI,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Martinez SJ & DC Rev Trt
Address: 1700 Arbor Ln city Mattituck st: NY zip. 11952
Budding Permit#: 44154 Section- 121 Block- 1 Lot 1.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. Element Energy LLC License No: 52689-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Solar X
Commerical Outdoor X 1st Floor House X
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph X 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 Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures Combo SD/CO
Other Equipment: Enphase IQ Combiner Load Center w/2-220 Breakers and 1- 210 Breaker,
Cogen 60A Double Fuse Disconnect, 43 Roof Mounted Q Cell Q Peak Duo Blk 315W Modules,
Notes. 43 Enphase IQ7-60-2-US Micro Inverters 13.54 Kw
Inspector Signature: - Date: October 8, 2019
S.Devlin-Cert Electrical Compliance Form.xls
WGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court-Smithtown,NY 11787-3011 •(631)543-2953•fax(631)543-1526
Cell.631-747-7497 E-mail:Ics4d0aol.com -
Monday, October 14, 2019
Town of Southold
53095 Route 25
Southold, New York 11978
Re: Certification Letter-: Seventy-One(71)315 W P\/Roof Top
Solar Panel Arra .22365 W DC Total Output,for
Martinea Residence. 1700 Arbor Lane
Mattituck, New York 11932
I have reviewed the solar energy system installation in the subject topic on 10/01/2019.The
units have been installed in accordance with the manufacturer's installation instructions and
the construction drawings approved by the Town of Southold.
The solar panel installation is in compliance with the requirements of the 2015 International
Residential Code, the 2017 NYS Supplement to the Uniform Code, ASCE 07 and NFPA
Standard 70"National Electrical Code." Markings in accordance with Section 90.53 of the
National Electrical Code are provided. V
To my best belief and knowledge, the work in this document is accurate, conforms to the 1
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. Sincerely,
Luigi Claudio Sciandra, Professional Engineer
OF NEY�
y�P�E Ciq Y°Rf-
N
` ' OCT 1 7 2019 AR°FEss'°N�
FIELD INSPECTION REPORT7 DATE COMMENTS
FOUNDATION (IST)
------------------------------------
C
FOUNDATION(2ND)
O
® CIO
ROUGH FRAMING&
y
PLUMBING
0
INSULATION PER N.Y. H
STATE ENERGY CODE
FINAL
z
ADDITIONAL COMMENTS
o
z
m
b
1
ly�f
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. Yq6q Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-water Assessment Form
Contact:
Approved ,20� Mail to: rrec��-n;b'��
-714'70 swnd Am
Disapproved a/c - Flprrletl+ � twiiO4
Phone: (n 31-` l7cl -'tgq� rtq&
Expiration 120
r
,_a
,--R i Buildi g inspector
j i__•APPLICATION FOR BUILDING PERMIT
AUG 2 7 2019
Date 5 lu ,20 ICY
I;�TH,DING DEFT- INSTRUCTIONS
..--,z -,- .!fig•$ {";i' '�,�
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.l8 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.
EmEeknl UL.-0940094�_
(Signature of applicant or name,if a corporation) gs%-
"74-10 ZXXW.&4& Nmrr1- a—, ,w 1 �q�Z.
(Mailing address of applicant)
State whether a plicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises Dtck MCA-to_ _
(As on'the tax roll or latest deed) -
If applicant is a corporation, signature of duly authorized officer
f A r�6_12A Ln L.,7 , FRES I o eWi-
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. S2Uaci-.Im.'e
Other Trade's License No'.`'4'3889 '
1. Location of land on which"' pdsed'work'will'be done:
n oo �ri�
House Number $treet Ha let
County Tax Map No. 1000 Section J 2-k Block Lot J. 10
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 RL%%AeA a
b. Intended use and occupancy RLS�
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work alar py T4-s6 `�
(Description)
4. Estimated Cost Fee (5 d00
(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 Siories
8. Dimensions of entire new construction:Front Rear Depth
.Height Number of Stories6r;
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
13. Will lot be re-graded?YES NO ✓Will excess fill be removed from premises?YES NO
14.Names of Owner of premises DPh11D HGtr�-rne�Address 1�oD Rr�r Zclnsz Phone No.(631 $r54 4-v-W
Name of Architect Address Phone No
Name of Contractor 8ILMEN f FN -:esau 1_L(Address , hone No.C(#31) 779-` cR-5
Ma+V ck, N y If4Sa
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.
0.If elevation'at any poinf 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 ACOP-V.
STATE OF NEW YORK)
COUNppT��Y OF5uF�a l4
/'11 r-- ae I 1 W 16 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the 0.0
(ContractoP,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 knowled§WA@bAlldAyand"that the work will be
performed in the manner set forth in the application filed therewith. NOTARY PUBLIC-STATE OF NEWNORK
No. 01 MA46 16634
Sworn to before me this Qualified In Suffolk County
Q���- day of 20 �. My Commission Expires March 30.20 02
Q 0;��
Notary Public Signature of Applicant
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
z Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX(631) 765-9502
roger-richert(a?town southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: jDate., 2Ui!q
Company Name: � E
Name:
License No.: 5a M _ email: L J
Address: I(A-10 A.
Phone No.: 3
JOB SITE INFORMATION: (All Information Required)
Name: '
Address: 70D
Cross Street:
Phone No.: lD31
BIdg.Permit#: �S email: �-(L ,�zs S.co
rn
Tax Map District: 1000 Section: 2 l
Block: I Lot: G!D
BRIEF DESCRIPTION OF WORK(Please Print Clearly) S1ar
on s
Circle All That Apply: Final
Is job ready for inspection?: YES /(N� Rough In
Do you need a Temp Certificate?: YES ty Issued On
Fe6mprmation: (AII information required)
1 Ph 3 Ph Size: A #Meters Old Meter#
e- 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
62-Request for Inspection FormAs
New York State Insurance Fund
Workers'Compensation&Disability Benefits Specialists Since 1914
8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED)
a •�'o
AAAAAA 823336604
ROBERT S FEDE INSURANCE AGENCY
23 GREEN ST STE 102
HUNTINGTON NY 11743
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
ELEMENT ENERGY LLC TOWN OF SOUTHOLD
DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD
7470 SOUND AVENUE SOUTHOLD NY 11971
MATTITUCK NY 11952
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
12449444-5 131560 07/1312019 TO 07/13/2020 7!2412019
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2449 444-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR
WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS,
OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COMICERTICERTVAL,ASP,THE NEW
YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY,
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STATE INSURANCE FUND
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER:719279724
U-26.3
AC REY CERTIFICATE OF LIABILITY INSURANCE °ATE`M 7°°51zo 9
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE 'A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ,
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endomement(s).
PRODUCER NAME
CONTACT
ROBERT S.FEDE INSURANCE AGENCY PH F1X
23 GREEN STREET,SUITE 102E-MAIL No
HUNTINGTON,NY 11743 A R
ROBERT S, FEDE INSURANCE INSURERS AFFORDING COVERAGE IWC a
INSURERA:
INSURED INSURER B:STATE INSURANCE FUND
Element Energy LLC INsuRERc:AMTRUST NORTH AMERICA
ELEMENT ENERGY SYSTEMS INSURER D:
7470 SOUND AVENUE
INSURER E,
MAT 'ITUCK, NY 11952
INSURER 0:
COVERAGES
-
COVERAGES CERTIFICATE NUMBER; REVISION NUMBER.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SU13JECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
�
S TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY E>SP
POLICYNUMBER MMIDOIYYYY MMAL)MYYYY LIMITS
COMMERCIAL GENERAL LIABILITY X X CL00275204 7/14/2019 71/4/2020 EACH OCCURRENCE s 1,000,000
DAMAGE TO RENTED
CLAIMS•MADE n OCCUR PREMi E Ea c=rrance $ 100,000
A MED EXP(Ary one S 5000
PERSONAL B ADV INJURY E 1000000
MOTHER
'LAGGREGATELIMITAPPLIESPERGENERALAGGREGATE $ 2,000,000
POLICY❑PROJECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000
b
AUTOMOBILE LIABILITY COMBINED SINGES LIMIT S
Ea axident
ANY AUTO BODILY INJURY(Per person) S
OWNED SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY(Per accident) S
HIRED NON-OWNED PROPERTY DAMAGE
AUTOS ONLY AUTOS ONLY p�ecc10enl S
s
x UMBRELLA LIAB X I OCCUR XL000112407/14/2x19 7/14/2020 EACH OCCURRENCE 3 1,000,000
A EXCESS UAB
CLAIMS-MADE AGGREGATE
i
QED I I RETENTION$ SI
WORKERS COMPENSATION _
AND EMPLOYERS'LIABILITY Y 1 N 124494445 7/14/2019 7/14/2020 X S�aT TE ERH
ANY PROPRIETORIPARTNERIEXECUTIVE
(3 OFFICEWMEMBER EXCLUDED N 1 A x E.L.EACH ACCIDENT S 1,000.000
If as des In and E.L.DISEASE-EA EMPLOYE S
Ifyres,descnbe under -
DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT s
NY State Disability WDL10279340 7/44/2019 7/14/2020 1 statutory
DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached t1 more space Is required)
CERTIFICATE HOLDER LISTED IS AN ADDITIONAL ENSURED
CERTIFICATE HOLDER CANCELLATION
Town OfSouthold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS:
AUTNORILED REPRESENTATWE
P-06e*t'S. Few, Sr.
( ) The ACORD name and logo are ®1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25 2018/03 g registered marks of ACORD
Act.-,
APP 0 ED AS NOTED � OCCUPANCY OR
DATE: B.P.#
FEE: , O BY: 4BUSE IS UNLAWFUL
NOTIFY BUILDING DEPARTMENT AT WITHOUT CERTIFICATE
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: OF OCCUPANCY
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
ELECTRICAL
INSPECTION REQUIRED
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
f6t�6d�3,4—�
_ �Snl Irunl n TnlAr��pl a inunir.BOARD
4o�Tuni n rrneini rpi icrEES
LUIGI CLAUDIO SCIANDM, P.E.
5 Wesleyan Court.Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526
E-mail:Ics4d@aol com
Thursday, August 22, 2019
Element Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Seventy-One (71) 315 W PV Roof Top
Solar Panel Array, 22365 W DC Total Output, for
Martinez Residence, 1700 Arbor Lane
Mattituck, New York 11932
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 roof supporting element for the
existing roof of the proposed system to include cover sheet, site plan, mounting and
structural details. 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 described below, imposed by the solar panel arrays and
offer the following comments:
The existing roof type is as follows: single-layer of asphalt shingles, 5/8" plywood decking,
2"x10" at 16" on center Douglas Fir rafters for Array#1, 2"x8" at 16" on center Douglas Fir
rafters for Arrays #2-5, 2"x8" Douglas Fir ceiling joists at 16" on center for all Arrays, 2"x8"
Douglas Fir collar ties at 32" on center for Array#1, 2"x4" Douglas Fir collar ties at 48" on
center for Arrays#2-5, roof-with 450 pitch for all arrays.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design wind speed: 130 mph
Ground snow load: 20 lbs/sq. ft.
1
Solar Arrays 1 —3 and 5, Dead Load: 2.7 lbs/sq. ft.
Solar Array#4, Dead Load: 2.94 lbs/sq. ft.
Total Unit Weight of Array#1: 1360.6 lbs
Total Unit Weight of Array#2: 444.1 lbs
Total Unit Weight of Array#3: 1128.9 lbs
Total Unit Weight of Array#4: 156.9 lbs
Total Unit Weight of Array#5: 398.5 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 roofs will be able to support
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 building 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, the
2017 NYS Supplement to the Uniform Code, SEI/ASCE 7-10 "Minimum Design Loads for
Buildings and Other Structures", 2014 NFPA Standard 70"National Electrical Code", 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,
��: f
i
L igi Claudio Sciandra, P. E.
OF NEW yO
TI
g SGS C.SCIA 'F
v '9
Z�d`Q 060935.1
AROFESSION0-
2
SCOPE OF WORK [:NA5CEP
N$DRAFTING BY:
AMIE MINNICK
TO INSTALL A 22 365 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE MARTINEZ RESIDENCE, CERTIFIED
LOCATED AT 1700 ARBOR LANE, MATTITUCK, NY 1 1952, 51 1 12-129
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIE5. _—
DE5CM"10N DATE REV
SYSTEM RATING ORIGINAL 04-07.2019
22.365 kW DC STC
EQUIPMENT SUMMARY c
71 QCELL5 Q.PEAK DUO BLK-G5 315 PV MODULES 4
71 ENPHA5E IQ7-60-2-US MICRO INVERTERS
I IRONRIDGE XR100 MOUNTING SYSTEM CONTRACTOR
SHEET INDEX ELEMENT ENERGY, LLC.
PV-I COVER VL = 7470 SOUND AVE
PV-2 SITE PLANN MATTITUCK, NY 1 1952
PV-3 ROOF PV LAYOUT ON MAIN HOUSE = y'= LICENSE# 43889-H
�- —
PV-4 ROOF PV LAYOUT ON DETACHED GARAGE O°
PV-5 STRUCTURAL/DETAILS 4 LICENSE# 52689-ME SECTIONS f __— =
PV-6 3-LINE ELECTRICAL DIAGRAM
GOVERNING CODES
W27a°d o900
2014 NATIONAL ELECTRICAL CODE. 2400 Y 1200 Loth., PROJECT NAME
2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2017 SUPPLEMENT. 210° 1500
UNDERWRITERS LABORATORIES(UL)STANDARD5 1800 N
OSHA 29 CFR 1910,269 S PROJECT LOCATION U Lu Ln
GENERAL NOTES u
.i'•�.r` .,s,�{,f ,- 3"'1 r,'-�r,LL �J�,' "•x��#:.t��',•'; ar�, -'`';:"�,tt'" ..h 1�'.�+a''r r'a"':.h^1 3.y";;y�iw.. _,:�:�.=-:?5, j;�t),aj;e`�R;C;b�l W Q
' , '� ,§�. ���'u�.��. .a�� �{;4•�' "� J r.,:r. •�., '.''r, ,S �X`�t^ I ,�""�,i'�?�' -i yt- e�SS� '.�,1F�#;`a._ :�;Y•1,..t•G• ;�^ Q �
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT
u, a Y,; r >W�.°�.,•^'•v �' itr M,e��j�;Y �°'=is�,'s`t�"` - ' ,'e � ,�` '�1c�Yru �
''e + ` .�``,'':f_;fi ,�°1,%i,,`�',x.,.,`r,''��" ems,""''^`" . -" �~•, r' �s�= �.fl t. L.�
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE " ,.'
HIMSELF MAKE
WITH THE INTENT OF THESE PLANS AND WORK }s;�{ x,`,r,.a'..+-'° a �'- ,�. `•yE°i ' 1''s LLJ O
""�wf YE°•it„.a,�,•^�,1 t,�' t., a- ,n`{ �'CiY� "}+ T '`s.
AGREE THE SAME. ;t:"F,' �K .'- f,, F`._, s k �,•: sV�r r' `„
�/ co;'T,4i r Jci�6':L a1.n4 y „ '4!'"-t.^9• }.''''" ''Vy., ti T' e. `�:�” a<' c\
l•{ s i' S�. �4�. ham, �':"^::.�
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,
10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E.
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM
CONTRACTOR5 LIABILITY,WORKMAN5 COMPENSATION, - ^,;+•r •• fi' "' ` '� ". "' 'tra '
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED.
COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES '`` •V �'
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND
OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO
,ate .c,h x 1<.. = ••"t., �r
ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK° ,� .� -,=•LL," , � e. �` F � ,,5,, � .�;-• ;,_�};, .,, `
JURISDICTION. , .-
I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR "
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 PLANS, s = _� ;u :T h n• ^,
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THECONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
AND REQUIREMENTS OF THE OCCUPATIONAL SAFETYAND
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND .z
HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT �
' y •� ��,-;, � '�'• , -
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL ,, ,Q,..,,;• `-; ¢'
LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, - � � �•, �;'�'^•'"°•,, ;�'r°'F � �
RESPONSIBILITY AND LIABILITY THEREFROM
SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY SHEET NAME
5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ;` iy P(r•'' "; t r r T y
SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT
FABRICATED AND INSTALLED AS PER LATEST A.LS.0
�, (`h •p €
SPECIFICATIONS. CONSTRUCTION.
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE wor. �.�, COVER
12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE �y � K ti �7 i •,�
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.G.
DRAWINGS WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING
� � < - �?;, :> • �•"�'"- r" -
NYS CODES�REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING '
CONDITIONS PRIOR TO ORDERING MATERIALS AND
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN r $° `c:;:,?r w _�''• ;°,4`s': 3;.: - -- -,
COMMENCING WITHWORK. DRAWING SCALE
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS
13, CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS ,�•�. � ,' �;raa s,�n �` -�`' -��, ;1' o,'- `- .
CERTIFICATION OF THESE PLANS, ,
WORKFROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON t. ,
8° THESE DRAWINGS A5 INSTRUCMENTS OF SERVICE ARE AND -y�£h,`. '�-�•. _ � e�o�o
14, AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT. '=."rt` c '
_ 444 µ°�
PROJECT FOR WHICH THEY ARE MADE 15 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 �,, 4 ,.'
EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED 70 THE a� '� SHEEP NUMBER
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
i v/
\
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS AERIAL VIEW — 1
RESULT OF HIS WORK.
LEGEND
DESIGN G DRAFTING BY:
EXISTING UTILITY METER N O� JAMIE MINNICK
MAIN SERVICE PANEL Y O o NABCEP CERTIFIED
7-9NEW PV SUB-PANELS 'A O° ` 0 ry0 v 051112-129
A/C DISCONNECT lk ,
INVERTECOMBINRS 2jO°
® GND ELECTRODE D O
2� Q �� goo
( �6r REVISIONS
o Q O J)ICI
O DESCRIPTION DATE REV
PV MODULE O 0 �+
90. ry� O° O �� `1 v ORIGINAL 04-07-2019
RACKING RAIL ?�O° Q � O �^
0 ATTACHMENT POINT '8 760.'20° ry n tnfL 1
---RAFTERS
-4--ROOF PITCH ANGLE
59SUNRUN METER
®VENT 50'-32"
OPLUMBING VENT
®SKY LIGHT
®CHIMNEY € CONTRACTOR
®COMPOSITE
GOOD CONDRHONGLES
❑POTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARY _ ELEMENT ENERGY, LLC,
7470 SOUND AVE
-I3 1 5'-44° MATTITUCK, NY 1 195
LICENSE# 43889-h
3G'PIRG 52TBALNAGY55 PATI, LICENSE# 52G69-ME
M M
-
,��
16'FIRE BETBAC Q RIDGE r
- \ PROJECT NAME
96'N9ZSCTBA.CNACCG59 PA1M Lu
L1
Uw
42'-
p —
—
Lu0t7
cz CD
NOLO
Lu Q U
s s
/ To is
m .m
6'x 3G'GROUND ACCE99 TYP.
R ' SHEET NAME
3G°x 36"GROUND ACCESS TYP.
SITE PLAN
SG'PIRP5MA=ACCMPATN DRAWING SCALE
13' c I
N .T.S.
CONSTRUCTION NOTES •�,' ���,�
1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE V 5HEET NUMBER
MANUFACTURER'S INSTALLATION INSTRUCTIONS. PV-2
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING.
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
'SYSTEM SPECIFlCATIONS�NOTES'
DESIGN 4 DRAFTING BY:
TOTAL 5Y5TEM 51ZE:22.365 kW JAMIE MINNICK
3G"FIRE 5ETBACK/ACCE55 PATH MODULES:(7 1)QCELL Q.PEAK DUO-BLK G5 315 PV MODULE5 NABCEP CERTIPIED
INVERTERS:(7 1)ENPHA5E IQ7—GO-2-U5 MICRO-INVERTER5 0 051 1 12-129
(43) MODULE5 INSTALLED ON MAIN HOU5E
F (28) MODULES INSTALLED ON THE DETACHED GARAGE
ARRAY#2 3 RevlsloNs
9 MODULES 4" DESCRIPTION DAZE Rev
45°PITCH U ORDINAL 04•07-2019
235°AZIMUTH
Q
SST
I -7
ARRAY#3 eqc�
�' cn 23 MODULES 101 3G"FIRE 5ETBACK/ACCE55 PATH
45°PITCH \ FS
S
145°AZIMUTH \ °qty - CONTRACTOR
ne
° ELEMENT ENERGY, LLC.
c�
3G"x 36" GROUND ACCESS TYP. 7470 50UND AVE
MATTITUCK, NY 1 195
LICENSE# 43889-H
LICENSE # 52@89-ME
_ e
PROJECT NAME
_1 LJN
0PG Z`' Al'V W �
p° U W
Lu
i 0P
j 00 apo Q
7,> 9p°� z
/, ARRAY. 4 qc S p��Sp° 2po N Q U
I
/ / \ 3 MODULES �gccF Z
/ 451 PITCH SS �-
/ \ / 235°-AZIMUTH
-24 LEGEND
61_QI "
1_/ II MNNG VANE2 AISERVICE P
NEW SUB—PANELS
1 A/C DISCONNECT
36"x 36" GROUND ACCE55 TYP, I♦ COMDIBINER 5HEET NAME
INVERTERS
OND ELECTRODE
�° Gild PV MODULE ROOF DETAIL
CONSTRUCTION NOTES 3
ARRAY#5 —RAMNG RAIL
1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. U) 8 MODULES 0 ATTACHMENT POINT
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH D 45°PITCH ---RAFTERS
MINIMUM NEMA 3R RATING. 7 235°AZIMUTH 4--ROOF PITCH ANGLE DRAWING SCALE
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE I I LIM I I III 1 p
B SUNRUN METERFELD VERIFICATION. - N .T.S .
VENT
CONSTRUCTION SUMMARY OPLUMBINO VENT
(72)QCELLS Q.PEAK DUO BLK-G5 315 WATT PV MODULES ®SKY LIGHT
(72) ENPHA5E I07-GO-2-U5 MICRO INVERTERS 5HEETNUMBER
(I 4G)ATTACHMENT POINTS @ G4"OC MAX. 3G"FIRE 5ET5ACK/ACCE55 PATH ®CHIMNEY
(552) LF 5-3/IRONRIDGE XR100 MOUNTING SYSTEM. COMPOSIT ITSHINGLES PV-3
ROOF TYPE =ASPHALT SHINGLE PPOOTENTIAL SHADING ISSUES
ETRIM/REMOVE AS NECESSAR
DE51GN 6 DRAFTING BY:
JAMIE MINNICK
NABCEF CERTIFIED
051112-129
a
*SYSTEM SPECIFICATIONS * NOTES* REV1510N5
DESCRIPTION DATE REV
TOTAL SYSTEM SIZE: 22.3@5 kW
ORIGINAL 04-07-2019
MODULES: (7 1 ) QCELL Q.PEAK DUO-BLK G5 315 PV MODULES
a INVERTERS: (7 1 ) ENPHASE IQ7-GO-2-U5 MICRO-INVERTERS D_
N
(43) MODULES INSTALLED ON MAIN HOUSE
28) MODULES INSTALLED ON THE DETACHED GARAGE Q
U Q
m
NO CONTRACTOR
CONSTRUCTIO SUMMARY- DETACHED GARAGE ARRAY #
16' SPACING BETWEEN PV MODULES TYP. u�
(25)QCELLS Q.PEAK D BLK-G5 315 WATT PV MODULES 28 MODULES DIMENSIONS ARE FROM EDGE OF PV MODULES
(28) ENPHASE IQ7-GO-2- MICRO INVERTERS 450 PITCH TO EDGE OF METAL ROOF TYP, ELEMENT ENERGY, LLC.
m (40)ATTACHMENT POINTS @ 4"OC MAX, 228°AZIMUTH I m 7470 SOUND AVE
(I 8G.7)LF IRONRIDGE XR 100 M NTING 5Y5TEM. 7_II MATTITUCK, NY 1 1 95
ROOF TYPE = ASPHALT SHINGLE- GLE LAYER / 4 LICENSE#43889-H
LICENSE # 52689-ME
18" FIRE 5 ACK @ RIDGE
PROJECT NAME
U W
LEGENDETER JEE N
Z z 0�
ERLu
EM%1 N SSEEERNnCEE PAN
S NEW PV SUB-PANELS P ELS
i
V )
A/C DISCONNECT _
COMBINER W
INVERTERS 0_/� ' � I (]/
311
@ GND ELECTRODE
PV MODULE i L4. Lu
�d Q U
RACKING RAIL I I I Z O
c ATTACHMENT POINT O
1 L
---RAFTERS
-*--ROOF PITCH ANGLE '—
�SUNRUN METER
®VENT Q
OPLUMBING VENT
SKY LIGHT Lu �m
®CHIMNEY d Ley U SHEET NAME
®COMPOSITE SHINGLES } Q
GOOD CONDITION U f J
ISSUES
l MIMM/REMOVE ASP0IIALNNECESSARY D] ROOF D ETAI
CD
. ry IL DRAWING SCALE
a �
° Q N° N .T.S.
oip °
�ry^ �O SHEET NUMBER
" PV-4
36" x 30 GROUND ACCESS TYP.
NLOADCULATIONS ARRAY#I ARRAY#2 ARRAY#3 ARRAY#4 ARRAY#5 ITEM DESCRIPTION ARRAY#I ARRAYS#2,#3, #4, *#5 DE51GN�DRAFTING BY:
41.20 Lbs .20 Lbs 4 I.20 Lbs 120 Lbs 41.20 Lbs Rafter 2"X 10"D. FIR I G"O.C. 2"X 8"D. FIR 1 G"O.C. JAMIE MINNICK
e 28 9 23 3 8 (D) Deckin 5/8"PLYWOOD 5/8"PLYWOOD NABCEP CERTIFIED
le Wel ht I 153.6 Lbs 370.8 Lbs 947.6 Lbs 123.6 Lbs 329.6 Lbs (C) Collar Ties 2"X 8"D. FIR @ 32"O.G. 2"X 4"D. FIR @ 48"O.C. 051112-129
h of Rail 186.7 Ft 60.8 Ft 154.83 Ft 25.5 Ft 54.3 Ft (J) Joist 2"X 8"D. FIR @ 16"O.C. 2"X 8" D. FIR @ 16"O.C.
Rall Weight 12er Foot 0.68 Lbs 0.68 Lbs 0.68 Lbs 0.68 Lbs 0 68 Lbs (P) Pitch 450 45° REVISIONS
Total Rall Wei ht 126.96 Lbs 41.3 Lbs 105.3 Lbs 17.34 Lbs 36.9 Lbs (RB) Rideie Board/Beam 2"X 10"D. FIR 2"X 10"D. FIR m5cFuFmON DATE Rev
of 5tand0ff5 40 16 38 8 16 (H) San Width of Rafter(R) 112" 132" MAX ORIGINAL oa-o�-zoic
Wei ht per standoff 2 Lbs 2 Lbs 2 Lbs 2 Lbs 2 Lbs
Total Standoff Wel ht 80 Lbs 32 Lbs 76 Lbs 16 Lbs 32 Lbs
Total Array Wel ht 1360.6 Lbs 444.1 Lbs 1128.9 Lbs 156.9 Lbs 398.5 Lbs �t,� � �✓
Point Load 34 Lbs 27.8 Lbs 29.7 Lbs 19.6 LL,51 24.9 Lbs (R) (RB)
Total Array Area 5 12.9 5ci Ft 164.1 S Ft 420 S Ft 54.5 5 Ft 14G 51 Ft ® ®�
Array Dead Load 2.71-bs/S ftl 2.71_bs S Ft 2.71_bs/5Ft 2.94Lbs/S Ft 2.7Lbs/S Ft (D)
f r
CONTRACTOR
`� { ) ELEMENT ENERGY, LLC.
''`-�-�7
As per ASCE 7 -Method I: i 6- a e - 7470 50UND AVE
(C) MATTITUCK, NY 1 195
P net = Kzt I Pnet30(e 6-2) Kzt(sec 6.5.7) I ne a e - # LICENSE# 43889-H
CLIMACTIC AND Ground Ind Spee Live load, Point Max fastener LICENSE# 52689-ME
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout loo Fastener Type spacing along
CRITERIA Pg mph A5CE7, psi Ib, rails, in.
A # 20 130 # 468 5/1 G"x G"Stainless Steel 64"
Roof Section B # TYP. TYP. # TYP. Lag Bolts
(H
# I IPROJECT 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 W N
requirements of this code.The weathering column shall be filled In with the weathering Index,"negligible,""moderate"or"severe"for concrete as U Lu In
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 � G)
or C 652. W Q -
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 Q
the minimum depth of footing below finish grade. ROOF FRAMING DETAIL n
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 LLJ O
subterranean termite damage.
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. CQ
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 a/- S
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP W Q U
as determined by the building official. Z O
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 - O _
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and 5TAINLE55 STEEL 3/8" tv }-
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 Q F-
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:
1.The accompanying Flood Insurance Rate Map(FIRM), RONRIDGE ALUMINUM RAIL
Ii.Flood Boundary and Floodway Map(FBFM),and
Ill.Related supporting data along with any revisions thereto. ALUMINUM°L"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." ST i�U CT U RA
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)." A5PHALT 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 511 G"x G"5TAINLE55
Freezing Index-USA Method(Base 32°17)" STEEL LAG BOLT WITH2 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 wind PENETRATION 5EALED
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 5CALE
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) AS NOTED
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
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,
MOUNTING DETAIL -
50LAR ARRAY ON DETACHED GARAGE 8 82 kW
(28)QCELL Q PEAT.DUO-ELK G5 3 15 PV MODULES DESIGN 4 DRAFTING BY:
(2)5TRING5 OF(14)MICRO-INVERTERS LAR MODULE TYPICAL
JAMIE MINNICK
'5Y5TEM SPECIFICATIONS * NOTES'
NABCEP CERTIFIED
TOTAL SYSTEM SIZE: 22.365 kW STRING#4 _ _ _ _ _ _ 0 051 12-129
MODULES: (7I) QCELL Q.PEAK DUO-ELK G5 3 1 5 PV MODULES - - - - • • • BRANCENPHABH------------ - - - _ _ _ Bww�,
TERMINATOR
INVERTERS: (7 1) ENPHA5E IQ7-GO-2-U5 MICRO-INVERTERS ; ,vPICAL REVI510145
(43) MODULES INSTALLED ON MAIN HOUSE --------------
i DESCRIPTION DATE REV
(28) MODULES INSTALLED ON THE DETACHED GARAGE
1 ORIGINAL 04-07-2019
I171
STRING#5
I
SOLAR ARRAY ON MAIN HOUSE 13 545 kW I I HAS,
BRANCH MICRO INVERTOR
(43)QCELL Q.PEAK DUO-BLK G5 315 PV MODULES i I CIRCUIT CABLE TYPICAL ENrHA5E 107 C,0.2-OSJ PONT OP INTERCONNCRION
(2)STRINGS OF(I 6)MICRO-INVERTERS 4(1)STRING OP(I I)MICRO INVERTERS I I 240 VAC,1 0 A rev NEG:4o a1MX.)(c90-IN
'(3)STRINGS TOTAL ON MAIN HOUSE 97%CEGWEIGHTE0 EFF te"GMOFWCO DOCrOrS
NEMA G.UL U5TED AC DISCONNECT 5"A NOT exceed I OPT TO UTILITY GRID
I ENPHA9E AC COMBINER BOX TYPICAL
I I N0-WA
NI N 3K It 6n. 50 D D223NRB _
•
STRINGS#1 2 zl2o.nc mcraee 240 VAC.fAA• • I. �I NEMA 3R,UL LLSTeo ' : " CONTRACTOR
IJ N t a ICI N l: a ) BI-DIRECTIONAL
r ------------ - T YY
_ _ _ - _ _ - - 20A I ?AA 35A o UTIUTI'METER
T L-PHASE.240 V
______________ t _ �
I I x x 1 2 NMIa or
_ ELEMENT ENERGY, LLC.
i -u GT402H Of Tff c1%D1)4 90 7470 SOUND AVE
L7 1 PER NECEG T+0 2110,(11.1OR GA(N
G -- 2 2 SMALL NOT Daft)IO IT
5TRING#3 G N LI I MATTITUCK, NY 1195
_ _ _ _ • • • , , / LICENSE#43889-H
zz I LICENSE# 52G89-ME
I 1 I -.5¢RNCE 09CCNNECT
;i
LI
I I ENP BRANCH MiCr-0-INVCP.TER _______________________________________J I 2 2
I I CIRCUIT CABLE TYPICAL ENPHA5E 107-60.2-U5 1
1 240 VAC,1 O A 1
97%CEC W06MM LFP I 1 LI
I NEMA G,UL U57ED i
ENPHABE AC COMBINER BOX ;YPIS AC DISCONNECT I N 2 2 PROJECT NAME
2+0vrc WD
n.1
3A'_'Orom oua 6 240 VAr 40A I G I I 1 IWA LI
NeMA 3R UL U5Teo I
I N U LI s N L'e LI (2155 APU9E9 (, LU IN I
T 1 I 2 2 \V
1 i 55A J ( , LJ-�.1 1' '
1
Ln
7 7
j 1 2 Z MAIN SERVICE PANEL z
1
O _____________________________________________________________________________________________ __ ______., NOVAC
I .WOA Q .�
____ N LL•.
1 1 I 1 II ICn
N 1III II JI II III ET GROUNDINGW
O 7
ELECTRODESYSTEM
L________
I L- _
1 Z
I WQUI
__________________.-_-----___-----__--_-J � O
WIRE 4'CONDUIT SCHEDULE
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop I% � O
I.D.N ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE 51ZE TEMP DERATE DISTANCE t�
310,15(B)(3) 01 150)(2493.)
I INVERTERS COMBINER PANEL AWG#10 1 6 0.8 U5E-2/PV Wve AWG#8 1 BARE CU FREE AIR I7000 0.65 I I OPT
OR EMTC
P COMBINER PANEL AC DISCONNECT AWG#6 I 3 I THWN-2 AWG#8 1 THWN-2 Cu PVC I' 450C 0,87 25 FT 0.6%. i ,` `,(
COMBINER PANEL AC DISCONNECT AWG#8 1 3 I THWN-2 AWG d8 I THWN-2 CU PVC I' 450C 0,87 10 FT 0.69.
AF51k MAIN PANEL AWG#6 I 3 I THWN•2 AWG#8 I THWN-2 CU PVC I° 450C 0,87 10 FT 0.60% ,�• �g U' ,'
i
I �. f • i
SHEET NAME
ELECTRICAL NOTES
1.)ALL EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS ' ( 3-LINE DIA.
2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 90"C WET ENVIRONMENT CONFIGURATION
3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY #I PV Source Circuit Wire Ampacity Calculation
TO,AND LOCATED AS CL05E A5 P055115LE TO THE NEAREST RIDGE, HIP,OR VALLEY. [NEC 690,8(5)(1)]1 (150)'(#of strings)'().5G)= 20 A Modules per 5trmg MAIN HOU5E: I G.I G,4 1 1 � g
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL AWG#10,ampacity'Temp Derate'Conduit Flil Derate = 20.8 A DET. GARAGE- 14$ 14
COMPLY WITH NEC I 10.26. 20.8 A> 20 A,therefore DC wire size 1s valid. �n
E GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Modules per Inverter 1
5.)DRAWINGS INDICATE TH
#2 Combined Inverter Output Wire Ampaclty Calculation Number of Inverters 71 ` �{ DRAWING SCALE
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTING5 AND ACE55ORIE5 TO FULFILL Inverter Output Circuit OCP Calculation(Inverter Imp)'().25) = 53.75 A
APPLICABLE CODES AND STANDARDS. AWG#G,derated ampaclty'(Temp Derate)*(Conduit FIJI Derate)=65.25 A Record low tem -10
¢C
G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, 65.25 A> 53 75 A,therefore AC wire size 1s valid. Voc Tem Coefficient 0.24%D/aC I V .T.5
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. DC SYSTEM SPECIFICATIONS CALCULATIONS
7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Inverter Output Wire Ampaclty Calculation Oparatinqj Current 9.9 A =(#of sten 5)'(Im )
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Output Circuit OCP Calculation(Inverter Imp)'(!,25) = 54.5 A O eratln Volta,3a 36.5 V =(#modules 1n series)'Nm )
SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION AWG#G,derated ampacity'(Temp Derate)'(Conduit FII)Derate) = 65.25 A (#modules In series)'[(((#.##%DV/QC'.O I)'(Lo Tem ##°G-25))'Noc))+Noc)]
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEED LUG 65.25 A> 54.5 A,therefore AC wire size is valid. Max.System Voltage 46.3 V ( P SHEET NUMBER
OR IL5CO G5L-4DBT LAY-IN LUG. #4 Combined Inverter Output Wire Ampaclty Calculation Short Circuit Current 13,5 A =(#of strin s)'(I5c)'(I.25)per Art. G90.8(A)(1) PV-6
10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5itive/negative) AC 5Y5TEM SPECIFICATIONS
OR Inverter Output Circuit OCP Calculation(Inverter Imp)'().25) =35 A
10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. AWG#G,derated ampacity'(Temp Derate)'(Conduit FII)Derate)= 65.25 A Max AC Out ut Current 88.75 A
65.25 A>35 A, therefore AC wire size is Valid. O eratin AC Voltage T 240 V