HomeMy WebLinkAbout44378-Z 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
Southoldtowuny.gov PERMIT NO. Check
Septic Form
N.Y.S.DT.C.
Trustees
C.O.Application
Flood Permit
Examined— 11— Single&Separate.............
Truss Identification Form
Storm-Water Assessment Form
Contact:
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Approved... mail u,:
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Disapproved j hn, uH T�
Phone: (Q b�
Expiration_ 20/
.... ..............
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B gInspector
LI' ng
APPLICATION FOR BUILDING PERMIT
OCT 2 8 Date
20
INSTRUCTIONS
I'a,"TIiis apI514&atio 1,n 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)
.................
Lt�TrI'n,tc K J4 t IqSL
(Mailing address of applicant)
State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
..........
Name of owner of premises c uL
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
...............................
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
—
1. Location of land on which roposed work will be done:
------------Lk)t . ...
House Number Street Hamlet
County Tax Map No. 1000 Section B lock - 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 Rlb&Pjlck- .........................
b. Intended use and occupancy fz,�b(flu.r)r I- .............................
3. Nature of work(check which applicable):New Building Addition.....-....... _Alteration
Repair
..Alteration—
Repair Removal Demolition OtherWorkf kl 10 ` fibro
—
. j�'k
()D (Description)
4. Estimated Cost Fee
................................
(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 Stories
8. Dimensions of entire new construction:Front Rear— Depth
.Height Ndrnber 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
13.Will lot be re-graded?YES - -NO ✓Will excess fill be removed from premises?YES—NO
2125-Zomor'Dr'-twis'el
'
14.Names of Owner of premises&Or"6nj dye Address Phone No. LQ?�ICC1) 361�
Name of Architect Address Phone No
Name of Contractor Y-11t7&6�T ENOW-tj (LL Address -)9:10 hone No. b?sl- 779_- )4q3
04 AqSZ
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES—1 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
t 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)
COUNTY OF__)
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above mined,
(S)He is the
(Conti atVAXgent,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
4 day of 20
PATRICIA A MAY
NPMRY-PVUW.StATF 01! NOF
Not Publid/ No.01 MA4,:, e. Signature
JVE AAAY
N TARP PUBLI T
Qualified In Sij:ft.:-- ..-untv TATE OF NEW YORK
MY COMMIStIon Expires 30,20�2/ No.01MA4676634
Quallfled In Suffolk County
My Commpsslon ExoIres March 30.20!2,2-
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............., )'2
�� ....... ..............
New Construction: w . Old or Pre-existing Building: _mmmmmmmmm� _ (check one)
Location of Property: 2 Si
House No, Street Hamlet
Owner or Owners of Property: 1
Suffolk County Tax Map No 1000, Section Block .LotSubdivisio _
Permit No. Filed Map. Lot:
� Date of Perm' _
Applicant:
Health Dept. Approval: Underwriters Approval.
Planning Board Approval: t/
Request or: Temporary Certificate _m.......... Final Certificate: (check one)
Fee Submitted: $
w
Applicant'Signature
New York State Insurance Fund
Workers'ConWonsadon A Disabittry Beaef s SpectallM Since 1914
8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED)
., ,m
A A A A A A 82333$604
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
12449 444-5 131560 07113/2019 TO 07/13/2020 7/24/2019
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 2449444-5, 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.COM/CERTICERTVAL.ASP.THE NEW
YORK STATE INSURANCE FUND 18 NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS.
THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS ANDIOR 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
---v
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER:719279724
U•26.3
CERTIFICATE OF LIABILITY INSURANCE F °r,T�s1712°°019
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. 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(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER,
IMPORTANT: III the;0t*holder Is an XBONNAL INSURED,tate pellcy(les)must he"ADDITIONAL INSURED pmAsions or be endorsed.
If SUBROOATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on
thio aen Niatlte+dose not confer Ahts to the Certificate holder In IIOU of eitah enldorseme tI»
PRooucsR
ROBERT 3,FEDE INSURANCE AGENCYWIMS-Irw
23 GREEN STREET,SUITE 102
HUNTINGTON,NY 11743 wins
ROBERTS. FEDE INSURANCE
IRM
AIVOIOINO OVERAISE MAICe
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INSURlD e,I
Element Energy LLC
ELEMENT ENERGY SYSTEMS
7470 SOUND AVENUE Ek
MATTITUCK,NY 11952 tIRER F,
COVERAQU CERTIFICATENUMBER; 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 SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ITTPB oT Ns RANCB BIER 129M tLl LIMITS
COMM IRCIAL OGNERAL LIANLITY H OCCURREJICE S 1,000,000
X X 7114!2020
CLAIMS-MADE r_OCCUR 8204 7/14/2019 I t 100
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�... ITITIT Y PERSONAL A ADN INJURY S 1000000
OWL AOOREOATr LIMIT APPLIES PER OI NERALAOOREOATE S 2,000,000
POLICY 0 M LoG PRODUCTS» IPIOP Aaa t 2!000.0 i
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A UTOMO#1LE LIABILITY00 SINGLE LIMITMIS
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DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddlOonal Ramems Schadale,may be aRachtd If mon&pact Is required)
CERTIFICATE HOLDER LISTED IS AN ADDITIONAL INSURED
CERTIFICATE HOLIER CANCELLATION
Town of Southold 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.
AUTHORIZED RJcPRESENTATIVE
Robewt'S. Fede, Sr.
ISI 1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(201NO3) The ACORD nares and logo are registered markt of ACORD
l
Town of Southold October 4, 2019
Building Department `7'Z/ ��L3-7K
Town'Hall Annex O
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Subject: Roof Mounted Solar Panels at the Zuhoski Residence, 2780 Duck Pond Road,
Cutchogue, NY 11935
To Whom It May Concern:
I hereby state that it is my professional opinion that the subject plans comply with the 2015
International Residential Code, the 2017 Uniform Code Supplement, ASCE 7-10, and NFPA-70
(2014 National Electric Code). These code requirements include the fact that the roof framing is
adequate to support the additional loads from solar panels as well as roof ridge and peak
access to first responders.
I have evaluated the structural framing of the existing roof with the additional loading to account
for the proposed solar panel application. Deflection and stresses of thepstructural components
remain within the allowable for the existing roof for wind pressures from 130 mph, 3 second
gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations
and methods are as indicated in the submitted plans.
From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is
my professional opinion that the existing building and roof framing is structurally adequate to
support the reactions of the solar panels in addition to the existing code required live and dead
loads. Also the wind analysis concluded that the mounting system as shown on the plans is
adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel
assembly in this evaluation is approximately 2.7 pounds per square foot.
Please contact me if you have any questions or comments about the above.
Sincerely,
�F NEW y
vkERka0•Q
James Deerkoski, PE
260 Deer Drive `� z
Mattituck, NY 11952
631-774-7355 �oA °
Ro�Ss�o
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SCOPE OF WORK DESIGN 8 DRAFTING BY.
ELEMENT ENERGY LLC.
TO INSTALL A 14.175 KW 50LAR PHOTOVOLTAIC(PV)SYSTEM AT THE ZUHOSKI RESIDENCE, REVIEWED BYJ.M.
LOCATED AT 2780 DUCK POND ROAD,CUTCHOGUE, NY 1 1935.
NABCEP CERTIFIED 051112-129
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED �J
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. VISIONS
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. oEscruPrRERE DATE rzev
SYSTEM RATING uzc,NA1 °r'zO
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SHEET INDEX / t ELEMENT ENERGY, LLC,
PV-I COVER i /�
7470 SOUND AVE
PV-2 SITE PLAN l r ' �` MAT TITUCK, NY 1 195
PV-3 ROOF PV LAYOUT , ` fry "` LICENSE #43859-H
PV-4 5TRUCTURAI3-LINE
DETAILS SECTIONS e --n •--� f \ ! LICENSE # 52G89-ME
PV-5 3-LINE ELECTRICAL DIAGRAM x:%•' � "-
GOVERNING CODES - ` `yam'•;.�-_"-. '- - i` l n sir \
2014 NATIONAL ELECTRICAL CODE. PROJECT NAME
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2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2017 SUPPLEMENT. \�
UNDERWRITERS LABORATORIES(UL}STANDARDS t, _•I ` _.� w I._. —'"
OSHA 29 CFR 1910.269 PROJECT LOCATION UJ
GENERAL NOTES U
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I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT � „.� , ��„%w�, �+°�`' � �
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE ,,wa �� a. a' -gin :n; ;.
Ae
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK LU Q
AGREE H SAME.
THE SAM ;} , h,1� ;?Y. .�a�;•s ��. +� ,, ��6�,,, _ - =``� �” �L
2. CONTRACTOR OROWNER.SHALL OBTAIN ALL REQUIRED a ° " " ;" t�
APPROVALS, PERMITS, CERTIFICATES �' -�;� � . �.d- ,k 'T•�w �'' �r°- A"'�;Fe��A �"t� W
OF OCCUPANCY, _,�,t � „�� � ��, � �,z g � •}��,�� �
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. - UI
CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, O
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. _ .,
3.ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES ' ;s 2 I :: ' _
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO `"°x `""°' ,P.� r-" d O
JURISDICTION. COMMENCING WITH WORK.
I "rc' '";� -,
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR � >s. ��� � �"� � �.',�•,.y ° � �--'
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTqc-
RUCTION PHASE TO COMPLY WITH THE REGULATIONS fi :!:=„i
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND �:-,;.�`-,` �` "'� �"4 �'"' �' �'•-+• - '
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT r '' tee, -_ ,,•" :r:. y;
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING,
x.` ry C .,,,•, `: f 5HEET NAME
5.ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY .
FASCAFFOLDING,STAIRS, ETC.. AS WELL AS PERMANENT
FABRICATED AND INSTALLED AS PER LATEST A.I,S.0
SPECIFICATIONS. CONSTRUCTION. AIR:'-" ""� ,. �;� _,-,�;�.',` _ �;•�,, .��.
a` �a ,
COVER
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G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE :. «'} ,t'"'7 ;; ;,,,
DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING - K- �� z-,----'
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. � -•', ' '"�,.' ��: _ � _'�';• � .�.�,;;,
NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
-
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7.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND ..a.• e n ° , W y
COMMENCING WITH WORK.
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CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S t :,$ r I)_.E/� �Q DRAWING SCALE
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY ��" `
CERTIFICATION OF THESE PLANS. r:o:" 1 `
WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON ;r;`` w E �< vy `Fx x:' ''' '-• , +• �.��
8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND tea,
A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. ' N .T.S.
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SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE ?:k�'�,.+��a;W`.>;#r,. : �`��a�"t'` � -'�" �" �„^ �s'>M � t- �� "^ _ :''a�, �:�'' lei!
14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED ,;,- ;- e:;'; :}`r4„,.M :, ., wa �y* m y w
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. Ji,r6,y z,-:, 1 i
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE - uY, e,.'A tom• ;, la� '
EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE - - , >_'-•. .. '
TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF `'''` �''”''°°`r'`""` ' -"`7 ' ' 1;'1-s"�. '' µ �. p Ali SHEET NUMBER
3. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL ' ' _ O;”- 5
FINAL PAYMENT.
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS
PV- !
RESULT OF HIS WORK. AERIAL VIEW
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CON5TRUCTION NOTE5 LEGEND DE51GN£DRArnNG BY:
1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SM��CE P� ELEMENT ENERGY LLC.
MANUFACTURER'S INSTALLATION IN5TRUCTIONS. REviEWE
NEW PV SUB—PANELS NAHCEP CERTIFIED 0O5151 1 I I2-I 29
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. A c T>rscroNNEcr
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. LECT KEV15ION5
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TRIM/REMOVE AS NECESSARY MATT(TUCK, NY I 195
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1 27 MODULES ARRAY#3 LICENSE# 52689-ME
ARRAY#1 23°PITCH 4 MODULES
14 MODULE5 --- 107°AZIMUTH 23°PITCH
20°PITCH �fI/ 107°AZIMUTH
197°AZIMUTH
PROJECT NAME
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CONSTRUCTION SUMMARY CONSTRUCTION NOTES
(45)QCELLS WEAK DUO BLK G5 3 15 WATT PV MODULES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
(45)QCELL5 E I EAK DUO
B MICRO INVERTERS WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH A� SHEET NUMBER
(74)ATTACHMENT POINTS @ G4"OC MAX. MINIMUM NEMA 3R RATING. ----
(245.1) LF IRONRIDGE XR100 MOUNTING SYSTEM. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE OSS FV-3
ROOF TYPE = ASPHALT SHINGLE-SINGLE LAYER FIELD VERIFICATION.
z
i CALCULATIONS ARRAY#I HTEM :DE5CRIPTION J ARRAY#I, 2, 3
i ARRAY#2 ARMY#3 i
?.L rutUI Wet ht Z - �, -- I(R) Rafter s:Y �;__- _ _ ,
- '� �vs, <% •"- � . � DE51GIv 6 DRAFTING BY:
A�4b2oduies l-<' (D) Decking ;5;c5, ;_'','CO, ! ELEMENT ENERGY LLC.
T��f3)atWoduleWelaht =70 i i -4 i ^ •: r (C) 1 Collar Ties 12 r- (Y 43,-C C. I REVIEWED BYJ.M.
�t math of Rail 1 =6 = _-� r �� 7 (J) i Ceilinq Joist 12' . 5"�''11F C'- 1 ' C.C. NASCEP CERTIFIED 051 1 12-f 29
�S�>tt�lleJght per Foot C 63 =i 'r ':,I (P) 1 Pitch u - --
T--QP-PNail Weight - 1 i (RB) !iZd a Board/Beam ice' -'Y. REVISIONS
tandofrs �, I } !(H) San Width of Rafter ?�' p sp; I DE3CRJFnoN ! DATE j REV
j Nk per standoff ! 7 t;b_I L6=1 i = _.
TFStandoff Weight i Lr-1 SLS 20 t= j
_7Fo—Kkrzy Wetaht
FPoit>tboad
M1UMPArrayArea f.- .S p �5� ci 72.-? �c (R) (RB)_ I
,rVMead Load 1 'c Lc_15if 1
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CONTRACTOR
ffl,IF0GY. LLC,t; not— Pnete (d I:- g i e - i��^ 7470 SOUND A
�i ) sec .5.7 i I ne e - 1 #/ (C) tVIAT i I T IUCF- ilY i i aS
CLIMACTIC AND i i Ground 'Wind Speed Live load, ; Point -' !ICCi rSE �38bv'- i
f �HlC DESIGN ! Category !snow Loadl3 sec gu5t�pnet30 per pullout Ioac� Fastener Type Max fastener; LiCFI)SF r 5268 tYl=
Cf21TERJA i Pg I mph ;ASCE7, psfl Ib. apacrng along
1 f rads, in. I
t Prof Section Af # 1+ 20 130 # 1 •466 1 5/1 G'x G"Stainless Steel
Typ-YP. „B # E j . ag � ,
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PROJECT NAME
Zr St:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. W)
• Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural
rMquirements of this code.The weathering column shall be filled In with the weathering Index,"negligible,""moderate"or"severe"for concrete as
&pternined from Figure 8301.2(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 ; 0 In
Lpr C 652. z
(ala.. 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 L1
L(}te minimum depth of footing below finish grade. ROOF FRAMING DETAIL j�� � �
�- 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
�btenanean termite damage. � 0 �
61.. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)Aj.Wind exposure I 2
y-tegory shall be determined on a site-specific basis in accordance with Section R301.2.1.4. �/
Le. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the
1ltttemational Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP—,
g@ determined by the building official.
I[. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. SOLAR MODULE
To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and
regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a ~' �, STAINLESS STEEL 3181
�pimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, ; BOLT AND NUT
@g amended or revised with: `� f }—
j:The accompanying Flood Insurance Rate Map(FIRM), � ;$ f� � v
jj:Flood Boundary and Floodway Map(FBFM),and J' IRONRIDGE ALUMINUM RAIL—
Th
AIL
jjj.Related supporting data along with any revisions thereto. ALUMINUM'U'BRACKET--
@ adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section.
1{; 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 t -ALUMINUM FLASHING F5TRUCTURALI
NAME
lqqal 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 /�f ��`
of the table with"NO,"
`
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 ��
1,QR-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." ASPHALT SHINGLE ROOF—' '
ji• 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/I G^x G"5TAINLE55
$ggong Index-USA Method(Base 320F)." �� EL LAG BOLT wren
Ik_ In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind
sj?Aed-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. ' DRAWING SCALE
iI, In accordance with Figure R301.2(4)A,where there Is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this ,��f yV
of the table with"YES"and A S
qh, In accordance with Section R301.2.12.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Oth * r SON�� AS ` ��
erwise,the jurisdiction shall
i}rF(„icate"NO"in this part of the table. > 9,
d from
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 Z
1M feet.Sites and elevations above 1000 feet shall have their ground snow load increased the mapped value by 2 Ibs/ft2 for every 100 feet SHEET NUMBER
skkve 1000 feet_ dR` +a.,,�► �2 p
(�)) See Figure R301.2(4)B. �,o 050 ! \/—�
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cSOLAR MODULE TYP.
DESIGN 8 DRAFTING BY:
"IF-
r-P IELEMENT ENERGY LLC.STP[P!G#I = - _ _ i _ I� rJ JJREVIEWED BY J.M.
- ----------------------r- - L _ _ NABCEPCERTIFIED051112-129
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( ----- ----- --- - _t ------ REV1510N5
-- --- ---- --` _-- }'----- ----- - DE5CRIPTION DATE REV
--
10.03-2018
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i i I (-, i -- -- --- J UTILITY METER
I-PHASE,240 V
I STRdt1G#3
I - _ *-H-k 2 N- --�_ - -I -- -- - - --� CONTRACTOR
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f I I '-._ENPHA5E BRAN CH''_-- -- -_-_ ____IL' I
M ,oitit-�E4ELEMENT ENERGY, LLC.
clRcurrcABLETrP.
TN
E' 107.60-?-A AC DISCONNECT P-00rrOr�erl?c,-W.Ecrlori
EaOVC, r CA �LRNfC2402V5N1).G:'OX470 SOUND AVE
NE" 4S.UL50 D 0223NR5s--4_ --- -L1,GTn Q',-AP CnNDUGTo� MATTITUCK, NY I !95
I I I AIEh;A 6.VL U5TED 240 VAC,rO A St+A�!'GT DtCL-D 1 O
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1 1 CCOMBINER BOX 121GOAFUSES
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LICENSE # 52689-ME
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_________ IXISTING GROUNDING
--------------------------------------------' �-------------J I ELECTRODE SYSTEM ^/ I_L
LL l W
WIRE CONDUIT SCHEDULE
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT I TEMP ESTIMATED Voltage Drop(4o v l
I,D,# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP I DERATE D15TANCE O
310.158)(3) I a 10 15(B)(2aj!(3cj
STRING INVERTER AWG#10 I G 018 + U5E-2/PV Wire AWG#8 1 BARE CU I° 70gC 0.65 ! I O FT 0.8%
I OR EMT D C
1
INVERTER COMBINER PANEL AWG#G I 3 I
MAIN PANEL AWG 6 THWN-2 AWG#8 1 THWN-2 CU PVC -11 45eC
0.87 25 FT 0.6°o N r \
COMBINER ( I 3 I I THWN-2 AWG#8 1 THWN-2 I CU PVC I` 452C 10 O tT 0.6°0
ELECTRICAL NOTES
F3-LINE
NAME
I }ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED POR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
2}ALL CONDUCTORS SHALL BE COPPER. RATED FOR GOO V AND 902C WET ENVIRONMENT #I PV Source Circuit Wire Ampacity Calculation
3.)WONG.CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE POUTED DIRECTLY [NEC 690.8(8)(1)[: {Isc CONFIGURATION DIA.� ^ e
TO,AND LOCATED AS CLOSE A5 P05515L F TO THE NEAREST RIDGE, HIP,OR VALLEY, )'(#�stnngs} (I.56) = 20 A Modules er Stm I G, t5, u !4 /�
4)WOR.CING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQU1FIVIENT SHALL 20- #1 O,ampaclty'Temp Derate'Conduit Fdt Derate = 20.8 A
COMPLY i�l?fH NEC 110.26.
20.8 A> 20 A,therefore DC v✓re size is valid. Modules er Inverter }
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Number of Inverters 45
FURNISH ALL tJECESSARY OUTLETS.SUPPORTS,FITTINGS AND ACES50RIES TO FULFILL Record low temp I OAC o f NE
APPLICABLE CODES AND STANDARDS. #2 Combined Inverter Output Wire Ampacity Calculation Voc Temp Coefficient -0.28cc/EC f. DRAWING SCALE
6}WHERE SIZES OF JUNCTiOta BOXES.RACE/AYS,AND CONDUITS ARE NOT SPECIFIED, Inverter Output Circuit OCP Calculation(Inverter Imp)•(1.25) = 5G.25 A
AWG#G.derated ampacity°°(Temp Derate)'(Condult Fill Derate)= G5 25 A DC 5YSTEM SPECIFICATIONS CA T R
THE WIRE TERMINATIONS
SHALL SIZE L 15E ACCORDINGLY i G5.25 A> 56.25 A.therefore AC wire size t5 valid. O eratin Current 9.4 A I- ' i v o T o S o
7.)ALL WIRE TERrwiIdJATICNS SHALL Bi=APPROPRIATELY LABELED AND P.EADILY VISIBLE tl (-(#of 5trmgs)'(im ) SIF �'!� ,?, �
8J
MODULE GROUNDING CLIPS TO BE IrlSTALLED BETIrVEEtd MODULE FRAME AND MODULE O eratin Volta e 33 G V =(#modules in eeries)'(Vmp � -
SUPPORT PAIL. PER THE GP,OUNDING CLIP MANUFAC7UP.ER'5 INSTRUCTION #3 Combined Inverter Output Wire Ampacity Calculation Max.System Voltage 44 2 V = (#modules in senes)'[(((k hC^ o" m #` ) Voc))+(Voc}7
9.) R IL5CE SUPPORT RAR TO BE BONDED TO CONTINUOUS COPPEP.G.E.C. VIA'N[EB LUG Inverter Output Clrcult OCP Calculation(Inverter imp)•(1.25) = 5G 25 A Short Clrcult Current 1 2.4 A =(#of strmcgs)'(I5c)•{1.25/
OP.ILSCO G6L-4DBT LR(-IN LUG. AWG#G,derated am acl (Tem Derate'Corduit Fill Derate + �� SHEET NUMBER
I O.}THE POLARfTY OF THE GROUNDED CONDUCTORS IS(posltive/negagve) p �'" p ) ( ) = GS 25 A AC SYSTEM SPECIFICATIONS � OI�5p2 `' ��
OR 65.25 A> 56.25 A,therefore AC wire size ie valid. Max AC Output Current 56.25 A O �\ /_
10.)THE DC SIDE OF THE PV SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH IJEC G9G 35. O eratin AC Volta e 240 V 'v�SS1ON �' �/
d4 �e
'A-sSeA. 6rS
Town of Southold October 24, 2019
Building Department
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Subject: Roof Mounted Solar Panels at the Mehan Residence, 2225 Delmar Drive, Laurel, NY
11948
To Whom It May Concern:
I hereby state that it is my professional opinion that the subject plans comply with the 2015
International Residential Code, the 2017 Uniform Code Supplement, ASCE 7-10, and NFPA-70
(2014 National Electric Code). These code requirements include the fact that the roof framing is
adequate to support the additional loads from solar panels as well as roof ridge and peak
access to first responders.
I have evaluated the structural framing of the existing roof with the additional loading to account
for the proposed solar panel application. Deflection and stresses of the structural components
remain within the allowable for the existing roof for wind pressures from 130 mph, 3 second
gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations
and methods are as indicated in the submitted plans.
From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is
my professional opinion that the existing building and roof framing is structurally adequate to
support the reactions of the solar panels in addition to the existing code required live and dead
loads. Also the wind analysis concluded that the mounting system as shown on the plans is
adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel
assembly in this evaluation is approximately 2.6 pounds per square foot.
Please contact me if you have any questions or comments about the above.
Sincerely,
F pF NEW
James Deerkoski, PE *CC
260 Deer Drive m r
Mattituck, NY 11952 ZOn
SOF SSIO
* Y
SCOPE OF WORK
TO INSTALL A,6.75 KW SOLAR PHOTOVOLTAIC(FV)SYSTEM AT THE MEHAN RESIDENCE, DESIGN e DRAFTING BY.
LOCATED AT 2225 DELMAR DRIVE, LAUREL, NY 11945. , - o• .F ELEMENT ENERGY LLC
THE POWER GENERATED BY THE PV SYSTEM�MLL BE INTERCONNECTED Mattituck v > REVIEW BY J.M.NABCEP CERTIFIE
E/ITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE"EQUIPMENT. '•_ 051112-129
THE PV SYSTEMDOES NOT INCLUDE STORAGE ESATTERIES.
Me
- ,c ti;d`,• '=' Sound P`Ie Soa
' 1 REVISIONS
ISIONS
YSTEM RATING 3 y DMCRIMON DATE REV
��
G.75 kW DC 5TC ra"' laza-zona
EQUIPMENT SUMMARY Northville
{8 LG LG375Q I C-V5 PV MODULES 23
18 ENPHA5E IQ7PLUS-72-2-U5 MICRO INVERTERS -
I IRONRIDGE XP.100 MOUNTING SYSTEM
SHEET INDEX CONTRACTOR
PV-1 COVER
-` '` ELEMENT ENERGY, LLC.
PV-2 SITE PLAN
PV-3 ROOF PV LAYOUT 7470 SOUND AVE
N ' ' - -_, _
PV-4 STRUCTURAL/DETAILS t SECTIONS 0° u, MATTITUCK, NY 1195"
PV-5 3-UNE ELECTRICAL DIAGRAMJarnesport
J = LICENSE#43889-H
GOVERNING CODES Aquebogue L LICENSE;# 52689-ME
W 270°-=:I 90°E
2014 NATIONAL ELECTRICAL CODE, 240° �7 120°
2015 INTERNATIONAL RESIDENTIAL CODE AND NY5 2017 SUPPLEMENT. 210° Y 150°
UNDERWRITER5 LABORATORIES(UQ STANDARDS •, PROJECT NAME
OSHA 29 CFR 1910.269 180°
LOCATION W
GENERAL NOTES s PROJECT W > �
CONTRACTOR SHALL s";A°'� "7 k ``,�"• ." ,'i °' �" r`z+r,tfi
1• CHECK AND VERIFY ALL CONDITIONS AT '_: '�C '°'�' � '�-'• ` °�"r'm`�` _ � LL
9M 5,5. q M'�-v faP ^`Letl ,�y I�b'elb✓.5, " 4...`"`i`f- r ^ W
THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE P y °"'r,• -: " ,
HIMSELFWITH THE INTENT OF THS MAKE WORK ` " ' LLJ
—
THESE PLANS AND _5* r-�` ., :.:>„�,, 4=4,' ,�;sj „T�,;���.".e;� s •,..
AGREE THE SAME. _ �
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED �'
-.� >r,, K: � t
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, ` _ ' 'ii3 x - ` ' ° ` LU
10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E.
`i `-'' bl
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM '` t J r,w 3� .. ' x:, -:._ ,-•,_" r: ;, R/ J
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTORS LIABILITY, WORKMAN'S COMPENSATION, "` -' r '�':-ut' 't ,•r,`:°`' '?,kfn; f :..w "'" " ;h
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC, ADEQUATE FOR THE PURPOSES "` '' �' .' ,'.• ''':r','"` µ'" k " = '{ °' " �� --I
r, Q a d 11
OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO
ALL RULES AND REGULATIONS OF THE RESPONSIBLE ,��.`�-� -'�•��s�`�'�:�-''^,' ` -�''`- _-_�. ,
JURISDICTION. COMMENCING WITH WORK. ""° - ' �'- (�
4. IFI "'°�i����-::-. '.�K •.nor,�".'t�`�;;:, , •,'�;-_ . �_ .�i�+. ��� _ ��,_ Z L(�
N THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1 , EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR W (�
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS MAINTAINING SAFETY ON THE JOB SITE DURING THE,
THE O CONSTRUCTION _ _,,°-;'° °`:R ,:u �' V4 .. ,•," " ;:..,
CONTRACTOR SHALL STOP WORK AND NOTIFY THE PHASE TO COMPLY WITH THE REGULATIONS �"� �*`L `' - } -`� - ?"'�.;s°--, a.f��'i' �'*'��:~t='-w•LL ='�`� � N
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY ANDr' =r ) r• n'"^ '-' `'" `
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT �/'�:;^:�'��'w�; ��,-,,:``�''� -T'-' •�"-c, � � Ems, ``" ;,",• �-��' ' ��k�"'_
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING,
5. ALL STRUCTURAL STEEL SHALL BE A-3 SAFETY RAILINGS AND SECURE FOOTINGS FOR.A ,.,
6 AND SHALL 15E R LL TEMPORARY
FABRICATED AND IN SCAFFOLDING,STAIRS ETCVia" ` ¢µ =g.
STALLED AS PER LATEST A.I.S.0 A5 WELL AS PER ,®f ✓: ie � ;, qs.
SPECIFICATIONS. CONSTRUCTION. ;`� rµ i° 51-IeET NAME
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE
ROVED AND IN ACCORDANCE WITH N.E.C. DRAWINGS WHERE DIMENSIONS ARE ESTABLISHED BY EXISTINGUNDERWRITERS APP ` ah"��,r, .. "`'' ' -=Y"'• '°''I't�r`"�'L"�^F aG'µ." t` ��p «ys°`.`'°;l 'i;;,*;,'`.'.'.'
COVER
NY5 CODES f-REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING �. �s -
CONDITIONS PRIOR TO ORDERING MATERIALS AND
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN " ``
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. . »t.•;>;•', ,,Y,.,5 ,.,J Ag rt „ rs ;$ ,.r,
CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS . va
.t" :1'S ,i,s. r �,,n6J, {fis
8.THESE DRAWINGS AS INSTRUCMENT5 OF SERVICE ARE AND WORK FROM THE 517E AND DISPOSE OF IN A LEGAL MANNER ON - ' _ " 'F +"' '� � ``s "'x. :.."AM1"; DRAWING SCALE
,i it •� t"r,' _ a. r
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE
A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT•
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE " ° °
EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE .r
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL , ~+
TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF '� �` � -
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. m r w
RESULT OF HIS WORK. srtEET NUMBER
AERIAL VIEW P\/—
v 1
�OssloA
LEGEND
CONSTRUCTION NOTES
DESIGN d DRAFTING BY•
o UAIN SE VI
NEW SERUnLVICE
�PANa IAEIFR 1.)ALL EQUIPMENT SHALL BE INSTALLELEMENT ENERGY LLCED IN ACCORDANCE WITH THE �,(I/
PV�!e-PAHIELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. ° REVIEW BY J.M.NABCEP CERTIFIE
A/C DISCDNNECT O �� 051112-129
NVERTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. °
am ELECTRODE ® 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. `vl��
^�O
° REVf510NS
I :s PV NODULE ^y0 DESCRIPTION DATE REV
RAClONG RAIL
O O° O�.IL,Nn! 10-23-2019
0 ATTACHMENT POINT �cy� 0 ^Q ►��C
---RAFM;tS
PROOF PITCH ANGLE
F%9sumN MEtER
N
VENT
OPLUmmo VENT
®SKY LIGHT
®CHMNEY -.—__
CONTRACTOR
GOODGOOD CONDMONSHIN�
POTENTIAL SHADING MWES
IM/F"OVE AS NECESSARY ELEMENT ENERGY, LLC,
7470 SOUND AVE
MATTITUCK, NY 1 155
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LICENSE# 43889-H
LICENSE # 52G89-ME
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PROJECT NAME
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18"FIRE 5ETBACPACCE55 PATH G)
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SHEET NAME
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�QS SHEET NUMBER
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W DESIGN 4 DRAFTING BY:
U ELEMENT ENERGY LLC
Q) REVIEW BY J M.NABCEP CERTIFIE
051112-129
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W a �O DFscRiPrloN j DATE I REV
L (sC ZONAL 10-23-2019
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2350 AZIMUTH
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18" FIRE SETBACK/ACCESS PATH ELEMENT ENERGY, LLC.
7470 SOUND AVE
MATTITUCK, NY 1195
LICENSE # 43889-H
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PROJECT NAME
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MAIN SERVICE PANEL
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INVERTERS
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CONSTRUCTION SUMMARY CONSTRUCTION NOTES - �Z ®`ENT
(20) LG LG37501 C-V5 375 WATT PV MODULES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE OPLUMBING`ENT
(20) ENPHASE IQ7-G0-2-U5 MICRO INVERTERS WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. `, �� lorn"
(28)ATTACHMENT POINTS @ G4"OC MAX. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ASg10 GROU SHEET NUMBER
(582) LF 5-3/ IRONRIDGE XRI 00 MOUNTING SYSTEM. MINIMUM NEMA 3R RATING. COMPOSITE SHINUM I v_�
ROOF TYPE ASPHALT SHINGLE 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE GOOuD CONDITION
FIELD VERIFICATION. E1�M/REMjOAS
SHADING CIESSAR
LOAD CALCULATIONS I ARRAY#I ITEM DESCRIPTION I ARRAY#I DE51GN$.DRAFTING BY:
Module Wel ht 4(.20 Lbsl R Rafter 2"X,5` C. FIR(off 16"O.0 ELEMENT ENERGY LLC
#of Modules 18 (D) Deckin 5/8" PLYWOOD REVIEW BY J.M.NABCEP CERTIFIE
Total Module Wel ht 74 I.G Lbs (C) Collar Ties 12a X 8" D. FIR @ 32"O.C. 051112-)29
Total Len th of Rad I 115.7 Ft (J) Joist 2"X 8" D. FIR @ I G"O.C.
Rad Wei ht Per Foot O.C-6 Lbs (P) I Pitch 110, REVISIONS
Total Rad Weight 81.4 LbsE(H)
Ind e Board/Beam 2"X 10" D. FIR DE5CRIPnON DATE nV
#of Standoffs 28 San Width of Rafter(R) , 120''Wei ht er standoff2 Lbs Knee Wall 2"x 4"STUD WALL j cu��a laza-tor=
Total Standoff Wei ht 5G Lbs
Total Array Wei ht I 879 Lbs
Point Load 3 1 .4 Lbs (R) (RB
Total ArrayArea 328.8 Sa Ft
Array Dead Load 12.G Lb<9g,Ft (D)
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CONTRACTOR
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Asper ASCE 7-Method I: I i - a e - / I 7470 SOUND AVE
P net = Kzt I net3 e - sec .7) I ne e - # ��/ (� (C)—` MATTITUCK, NY 1 195`'
��� LICENSE #43889-H
CLIMACTIC AND Ground Ind Spee Live load, Point Max fastener ; LICENSE # 52@89-ME
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 pe pullout load Fastener Type spacing along
CRITERIA Pg mph ASCE7, In Ib. I rads, in.
A # 20 130 # 4G8 5/1 G"x G"Stainless Steel G4" 1 I
Roof Section B # TYP. TYP. # TYP. Lag Bolts (h)—
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# � � PROJECT NAME
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For SI:1 pound per square foot=0.0478 kPa,1 mile per hour=0.447 m/s. �!!
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural [Lj
requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as W > 00
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
orC652.
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 I W C
the minimum depth of footing below finish grade. ROOF FRAMING DETAIL
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. ((}
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 W
category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. J
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 LU J
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP
as determined by the building official. Q LUf. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. sov�R MODULE-� _ Lo rV
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" _��;; LL! N
Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall Include,ata �—BOLT AND NUT —f — N Gt
minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, —1
as amended or revised with: —'f_ N
I.The accompanying Flood Insurance Rate Map(FIRM), �R NRIDGE ALUMINUM RAIL—
ii.
AILii. Flood Boundary and Floodway Map(FBFM),and
Iii.Related supporting data along with any revisions thereto. ALUMINUM V BRACICEr�
The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. `—ALUMINUM
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 FLP5HING 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." F N E ��p i I��11 n
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 J O W "V V R
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100-year(99 percent)value on the National Climatic Data Center data table Air Freezing Index-USA Method(Base 32 F)." '' \, p- O
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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 STE
Freezing Index-USA Method(Base 32°F)." I PEI ! RrEpD •� N�
k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind _ ; I� � DRAWING SCALE
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. lE ul
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 y Z n NOTED part of the table with"YES"and ` Nuc+ C9� /
m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-bome debris wind zone(s).Otherwise,the jurisdiction shall
indicate"NO"in this part of the table. % SI NPS'
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. 1 /�
(*) See Figure R301.2(4)B. fD v/–`�
MOUNTING DETAIL 1 1
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DE51GN�DRAFTING BY:
TO UTILITY GRID ELEMENT ENERGY LLC
SOiAP.ARRAY 6 75 kW ( REVIEW BY J.M.NABCEP CERTIFIE
(18)LG 37501 C-V5 50LAR PV MODULE5 051 112-129
(()STR{h!C-OF(I 0)Pv91CR0-11,IVERTER5 E(1)STRING OF(8)MICR(mNVEt TER5 1--50LAR MODULE TYPICAL
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BI-DIRECTIONAL REVISIONS
r� UTILITY METER DESCRIPTION DATE REV
I-PHASE,240 V
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``A' ` I LICENSE # 43889-H
LICENSE # 52689-ME
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WIRE CONDUIT SCHEDULE Q W
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT I AMBIENT TEMP ESTIMATED (Voltage Drop(% _ IR/
( I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY I DEBATE INSULATION I 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE W N D
-- -� 310.15(8)(3) I _ I 310.15(8)(2a)i(3c) I ^
STRING AC COMBINER AWG#10 I 4 0.8 U5E-2/PV Wire ANG#8 I BARE CUM FREE AIR I I” i 702C 0.65 50 FT 0.8%
OF,EMT
AC COMBINER AC DISCONNECT AVJG#I O I 3 1 THWN-2 AVVG#E8 1 THWN-2 CU PVC 1" 45¢C 0.87 I 25 PT 0,6%
ELECTRICAL NOTES SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #i PV Source Circuit Wire Am acl Calculation
2.)ALL CONDUCTORS SHALL BE COPPER.RATED FOR 600 V AND eOcC WET ENVIRONMENT P tY CONFIGURATION �1 3-LINE DIA.
(NEC 690.8(13)(1)]: (I5c)•(4 of strincls)•(1.25)= 15.13 A
3,);"TIRING.CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY Modules per 5trm I 10 8
AWG 41 O,ampacity•Temp Derate*Conduit FIIl Derate= 20.8 A OF NF
TO,AND LOCATED AS CLOSE A5 POSSIBLE TO THE NEAREST RIDGE.HIP,OR VALLEY. 1 Modules per Inverter I ! � W
20 8 A> 15.13 A.therefore AC wire size is valid.
4.}WORKING CLEARANCES AROUND ALL NEW AND DClSTIPlG ELECTRICAL EQU1?ti1EINT SHALL Number of Inverters 18 '�P J DEEB �Q
COMPLY WITH NEC 110.2G tt2 Combined Inverter Output Wire Ampacity Calculation Record low tem i C18 c �O
5)DRAIVING5 INDICATE THE GENERAL A.;RAIIGEMENT OF 5Y5TEM5.CONTRACTOR SHALL p
Inverter Output Circuit OCP Calculation(Inverter Imp)'(i.25) = 27 23 A * T w
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILLVoc Temp Coefficient AWC,Y 10,derated ampacity°(Temp Derate)'(Conault Fd4 berate)= 34.8 A l -O 24°'w�C ^`� DRAWING SCALE
APPLICABLE CODES AND STANDARDS. 34.8 A> 27.23 A,therefore AC wire ste is valid. DC SYSTEM 5PECIFICATION5 CALCULATI
G.)WIERE SIZES OF JUNCTION SOXE5, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Operatincj Current 10.1 A =(m ofstrm s} (im ) ' '_ N .T° o
THE CONTRACTOR SHALL 512E THEM ACCORDINGLY tin Volta `
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Oerae 37 2 V� =(4 modules in series)°(Vin )
8.)MODULE GROUNDING CLIPS TO 8E INSTALLED BETWEEN MODULE FRAME AND MODULE Max.System Voltage 46 4 V I= (#modules in
SUPPORT RAIL, PER THE GROUNDING CUP MANUFACTURER'S INSTRUCTION Short Circuit Current j 13.5 A =(#of srrincgs)•(Isc)°(I 25)per Art.GOO ( �,
9)MODULE=SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E C LIA 4VEEB LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER
OR ILSCO G13L-4DBT LAY-IN LUG. Max AC Output Current 27.23 A1 _
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LOO)THE POLARITY OF THE GROUNDED CONDUCTORS 15(posltive/neVtrve) O eratinAC Voltage 240 V �/
10.)THE DC SIDE-OF THE Pb`SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH NEC G90 35