HomeMy WebLinkAbout47506-Z TOWN OF SOUTHOLD
a BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
it'94 r
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 #: 47506 Date: 2/28/2022
Permission is hereby granted to:
Hal pert Article Sixth Trust
C/O E Halpert
130 E End Ave
New York, NY 10028
To: install roof-mounted solar panels to existing single-family dwelling as applied for.
At premises located at:
2125 Town Harbor Ln., Southold
SCTM # 473889
Sec/Block/Lot# 66.-1-31
Pursuant to application dated 2/2/2022 and approved by the Building Inspector.
To expire on 8/30/2023.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO-ALTERATION TO DWELLING $50.00
Total„ $200.00
Buil Nang Inspector
IjiDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
•` own IH ll annex - 54375 Main Road - PO Box 1179
u '
_11T Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
r
ro err southoldtownrt . ov- sea nd'@southoldtown , �
southoldto+ nn ov
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APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company p Y Name:
Electrician's Name:
License No.: Elec. email:
Elec. one No:01,P7 Zff5I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: JFVe all-
Address: � ,�"'�
Cross Street:
Phone No.: �3/779 7 7793
Bldg.Permit #: email:
Tax Map District: 1000 Section: (Oa Block: Lot:
BRIEF DESCRIPTION OF WORD, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection. : YES NO Rough In Final
� I
Do you need a Tem Certificate?, YES NO
Y p Issued On
Temp Information: (All information required)
Service Size1 Ph3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
TOWN OF SOUTHOLD —BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 lett s://d vvwvw.soutlioldtowmi . o
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only CF' C F � "Sv '
PERMIT NO.-- �-56 Building Inspector: FEB o 2 2n99 �
L
BUILD!
NG
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Date: �—
l vL4 r/v �u r�;h oy'/Aa, ,y -.w�,i, rili ,N, �,-/,� �,��',.�,(/.., �!Il�Y,✓,�� ��/��.r,i /.r,, „>1 Iii, ! &„'
Name SCTM# 1000
Project Address:
Phone#: Email: ew—h .. r -
Mailing Address: � �
Name:
Mailing Address:
Phone# �� 7/6 fU113 Email; c Ear�: c
I SN�M11 PN QFI SSII IVAL N 'FOIKMATION ;
Name:
(Mailing Address:
Phone#: Email:
i NVTITA T tali IN1IFwCIIIINIMAT°ION
Name:
Mailing Address:
Phone#: �j
Email:
DESCRIPTION OF PROPOSED,CONSTRUCTION
ONew Structure ❑Addition ElAlteration ❑Repair ❑Demolition Estimated Cost of Project:
ther "�
ill the lot be re-graded? ❑Yes . o Will excess fill be removed from premises? ❑Yes �o
1
PROPERTY INFORMATION
Existing use of property: /ZIntended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes 1 No IF YES,PRO"V"IDE A COPY..
❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are
pianislrable as a cissa A misdemeanor pursuant to Section 210AS of the New York State Penal law.
� l/0
Application Submitted BY(print name): � Authorized Agent Owner
Signature of Applicant: Date: j
STATE OF NEW YORK)
SS:
COUNTY OF
hie e being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
O .. �
S h� �is ll����m�,.
('. n r (:tor,fteiat, irpor)ii are Cffrice ,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
_day of En `. 2
Notary Public.
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
1, epvel 12 t�y 1,421f residing at. a2-"f472- S
do hereby authorize ��" f to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature
DEBRA A SEPULVEDA
Z-(/e( / , NOTARY PUBLIC,STATE OF NEW YORK
A v Registration No.O1SE601269T
Print Owner's Name Qualified in
My Commission Expires
2
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 - (631)543-2953 •fax(631)543-1526
E-mail: lcs4d@aol.com
Thursday, January 27, 2022
Element Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton, Principal
Re: Fifty-three 53 400 W PV Roof To
Solar Panels 21.20 kW DD Total Output,for
Halvert Residence 21125 Town Harbor Lane Southold New Fork 11971
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 types are as follows:
Solar Arrays#1 and 2:
Single layer of cedar shingles,
2"x6" at 24" on center Douglas Fir rafters,
2"x6" at 16' on center Douglas Fir ceiling joists,
Roof pitch 290
,
S/" thick plywood decking.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
1
Design wind speed: 130 mph
Ground snow load: 20 lbs/sq. ft.
Solar Array 1, Dead Load: 2.7 lbs/sq. ft.
Solar Array 2, Dead Load: 2.6 lbs/sq. ft.
Total Array 1 weight: 2100.9 lbs
Total Array 2 weight: 899.4 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 2020 Residential Code of New York State, SEI/ASCE 7-16 "Minimum Design Loads for
Buildings and Other Structures", 2017 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,
0 N w)30
Luigi
Luigi Claudio Sciandra, P. E.
2
5CO I_ Of WORl\ _��� `1`�� \��`; \� \ DESIGNCORAFfING BYJT Y _— ���� ELEMENT ENERGY LLC
TO 1 "ry 2-ri 1 - REVIEW BYJ,M,WEEP CE
P r t ,g E 1 Vh:�c._,-=v-1_ TIi�.,,i' G2t6 ��` \\ \ \ �: 051112129
79 H 5-Pb a` — ry1. L ��e �`�
_ V SY T - i,u C-'jDF 5 O.�,G_�t,',t,-.�` �- -,e � \. REVISIONS
l�,, ��
_ [ -_ vim _ i n ,. otscwrtlox onre REv
IN
SYSTEM RATING
21 kW DC STC
K
EQUIPMENT SUMMARY
- ? -D:,4"r.5CtE� �T 3-10 .,_ ,__
iP €�Ce. —
I T—IN"» x..�t..,..-�-LAG,...�' DATE P,�Ll
coNrw,aoR
SHEET INDEX FEE
-1 COVER NOTIFY BUILD _h:T AT F 0 Fd N Ll—
PV
PV-2 SITE PLAN 765-1802 8A Ivs rOR THE \PROJECT LOCATION -1,0K,'
PV-3 ROOF PV LAYOUT Vv 3"
PV-4 STRUCLURAV DETAILS d SECTIONS FOLLOWING 1116FEI,i,-i'S: �,EL:
PV-5 3-UNE ELECTRICAL DIAGRAM 1. FOUNDATION TIRO REQUIRED -- ���-
PV-G LABELS FOR POURED. (-;� RETE N
GOVERNING CODES 2. ROUGH- FRAMING s PLUMBING 0°
3, INSULATION
2017 NATIONAL ELECTRICAL CODE, 4, FINAL- CONS ION MUST PROJECT NAME
2020 RESIDENTIAL CODE OF NEW YORK STATE.
ASCE 7-1 G AND NFFA-70. BE COMPLETE �:.0. W 270 90°E
UNDERWRITECFR 1910.269 R5 LABOKATORIE5(ILL)5TANDARDS
05HA 29 ALL CONSTRUCTION S!-IAL! MEET THE
REQUIREMENTS OF Th'E CODES OF NEW 210'
120°
q
GENERAL NOTE`'] YORK STATE. NOT RESPONSIBLE FOR 210°180150° a ,
DESIGN OR CONSTRUCTION ERRORS, S —
I.CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT I 0
THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE [ L r
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK
AGREE THE SAME.
AERIAL VIEW
2.CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED
APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY, Ip CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E. TOWN COMMENT, G Le
INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY,WORKMAN'S COMPENSATION, -APS' JTAM P iv § V
AGENCIES HAVING JURI5DICTION THEREOF,IF REQUIRED. I
COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES :1
3.ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND v+YORK 6 .�" vCODES I _.
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF TH15 PROJECT AND FURNISH PROOF OF SAME PRIOR TO `�
COMMENCING WITH WORK. Lid
4.IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I 1.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB 517E DURING THE ' rs'+ yt I7 A g U7
CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE _ L�f
AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND -
CONTI UE SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND F z'
CONTINUE WITH THE WORK,HE SHALL ASSUME ALL HEALTH ADMINISTRATION,THIS SHALL INCLUDE,BUT ARE NOT - CT
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO:PROVIDING FOR ADEQUATE AND PROPER BRACING, - z' I
5.ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE 5APETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY k SHEET NAME
SCAFFOLDING,STAIRS,ETC..A5 WELL AS PERMANENT
FABRICATED AND INSTALLED AS PER LATEST A.LS.0 "—
CONSTRUCTION.
SPECIFICATIONS. E %"nV=
G.ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE v
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C.$ DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING E€ - _
NYS CODES B REGULATIONS CONDITIONS.EACH CONTRACTOR SHALL VERIFY EXISTING E C ,_ � '�
7.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND I _ - -
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. IS AWFUL DRAWING SCALE
CERTIFICATION OF THESE PLANS. 13.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS _
WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON _ T
8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND
A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT, E I`d € I 'u I' i "'
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 1 q,AT THE COMPLETION OF WORK,THE 517E TO @E CLEARED 'All
l ea' EE-`3 S ®' -1
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.
THEY OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY IS TO BE €"F ¢ 1_i"- F a- _
ARE NOT TO BE USED ON ANY OTHER PROJECTS OR t ,
EXTENSIONS TO THI5 PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE : v% °-%` = 3
9.CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL
TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF i snEEr NumeeR
-
EXISTING WORK ADJACENT TO HIS WORK,OR DAMAGED A5 FINAL PAYMENT.
RESULT OF NI5 WORK. vI-
TAX MAP: IOOOOGGOOOI00031000
LEGEND CON5TRUCTION NOTES
DESIGN t DRAFTING BY.
MAPI�Mx P� I)ALL EQUIPMENT SHALL BE IN5TALLED IN ACCORDANCE WITH THE ELEMENT ENERGY LLC
tRw Py mw MANUFACTURER'51N5TALLATION IN5TRUCTION5. REVIEW BY J.M.NABCEP CERTINE
�Datw✓er 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 051112-129
�s'10° O,L
INNER R5 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
®aro ODULE
ELECTRODE 2'sL � REVISIONS
PY NDUtE a DE5CRIPIION Dare RFv
—RAaWONAIL
D ATTACHMENT POINT r
RAFTERS
-ROOF PITCH AN" °BOO
(®® "HERR
VST
Pwuaxc VENT ...
®SKY LIGHT E
11 CONTRACTOR
No49 S9NDnm ACCESS ROOF /
❑RCYJRdIOYE AS MEMSIUWENMENT ENERGY,LL C..
- 7470 50 U 0 AVE
'MATT 9-TUCK.NY 1 195
ICEN5E#43885
LICENSE rf 52689 b1.
17-75'' a" PROJECT NAME
LLS
54'-23"
�L-2 LO
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I7'-75" Lu
011
SHEET NAME
ACCESS RODE
5ITc PLAID
t
1
DRAWING SCALE
6'x 36•GROUND ACCESS TYP.
'Noll-
THE
NINE® E ROOF 5ETB.'.JD.VIHN"GNY 5'ALL NOT 5E
Ur-U!PFC `EN' HE OPP05'" OR AD IACIENT SHEET NUMBER
ROOF 5LCPC 15 A�-A OE55 ROOF iN P V r;
%COPDA,N0 'vYiTH R32d_ .i E;C"'.•IOh<,OF -. .
2020•NY5 L'�CODE TAX MAP: I OOOOGG000100031000
LEGEND 'NOTE
a.uWTy NIUR THE ROOF 5C-1 bAk�'-WFAI MWAY SHALL NOT DE DESIGN 4 DRAFTING BY:
MAIN SEW=PANEL WHEN THE OPP05ING OR ADJACENT ELEMENT ENERGY LLC
9A9-A"as I�0011�i'OPE 15 AN-ACCE55 ROOF IN REVIEW DYLM.NASCEPCERTIF11
ACCORDANCE!,V!TtH R324.G J EXCEPT!CN Or 051112.(29
INVERTM 2020 NMI-FIRE CODE
@ M EXEMRODE REVISIONS
mmPy MOPAE
—RACKNIG RAIL JOo -L -1.1
0 ATTACHME11T POW
—IWW KTCH ANGLE
Nr METER
ommm vm
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CONTRACTOR.
ECO.MTE MIRPRO
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F2�VlffNf-, IR-
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ARRAY#2 ; T
f' I47 50UNDAVE
M,%r.-I UCK,NY 1 1952
I G MODULES UCEN51f#4358044
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LICEN-H#52Gbe-ME
PROJECT NAME
C)UJI
ARRAY#I
34 MODULES <
29 PRCH
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SHEET NAME
CONSTRUCTION SUMMARY 36 x36 1.11ND 111C.1 I-
(53)OCELL O.PEAK DUO ELK ML-G 10+400 WATT PV MODULES P\00f DETAIL
(DIMENSIONS:74"X 4 1.I'X 1.311)
(53)ENPHA5E 107PLU5-72-2-U5 MICRO INVERTERS
(84)ATTACHMENT POINTS @ 72'0,C.MAX.
(385)Lr IRONRIDGE XRJ 00 MOUNTING SYSTEM, DRAWNG SCALE
ROOF TYPE=CEDAR SHINGLE(SINGLE LAYER)
CONSTRUCTION NOTES 11 1 1-011
1.)ALL EQUIPMENT 5HAUL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH
MINIMUM NEMA 3P,RATING. 5HEL7 NUMBER
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE
FIELD VERIFICATION, TAX MAP: 1 OOOOGGOOO 10003 1 C)o(D PV-3
-
LOAD CALCULATION ARRAY p I ARRAY 42 ITEM DE5GRiFTION ARRAY yf 1-2 DESIGN wDRAFTING BYi
F'.6 Rid E$Eamt/BOarc( 2'Y A"Q.FIR ELEMENT ENERGY LLC
MODULE WEIGHT(floe) 48,5 -- 46.5 M Rafts ' G"D=' W41'IR -O.C. 051 12-129NABCEP CEW119C
Dl_ ..Deckle 332` REVIEW BYJ.M.,`4"`PLYWOOD
If OF MODULES 37 16 -
{J) Cegm J015t 2'Y s b.PIR Q.!6" C.
TOTAL MODULE WEIGHT(Lb.) 1794.5 776.0 (F) Pitch 2✓° REVI510145
TOTAL LENGTH OP RAIL(M 274. 110.9 (C) Collar Ties 2"X 4 D FIR 45'Q.C, oeSCRmoN GATE '�v
(H) horizontal 5 an of(R) 123 MIA5L
RAIL WEIGHT PER FOOT(Lbs) 0.68 0.G8 '1 '
TOTAL RAIL WEIGHT(Lb.) 186.475.4 -
15.
a OF 5TRANDOFr5 60 24
(d)
WEIGHT FER 5TRANDOFF(Us) 2' 2
}
TOTAL STANDOFF WEIGHT(Lt.) 120 46 -
TOTAL ARRAY WEIGHT(Lisa) 2 i 00.9 599.4
POINT LOAD(Lbs) 35.0 57.5
e_ { CONTRACTOR
TOTAL ARRAY AREA(5=1 Ft) 792.2 342.6
l
y
ARRAY DEAD LOAD(LbaSq Fit 2.7 -1ELEMENT ENERGY,Let✓. '.
-- - 470 SOUND AV-
WIND DEwime SllaIELTTO DAMAGE FROM {
GROUND SEISMIC WINTER I[E 9ARRIFR ROOD PIR MEAN " �1 ( � ( ILfF� Tr](.,K IVj`IBJ
1[ SNOW Spaedd T.pogrephlc SpecWl Wlndn.rne DESIGN Frost DESIGN UNDERLAYMENT HAZARDSE FREEZING ANNUAL '� � i LCENS_k 43589-h
€
LOAD' (mph) eAecME wind debris CATEGORYr Weathering' Ilne Tarmltec TEMP. REQUIREOh INDEX' TEMPI 3
regl.nl xannm depth° - - J _ ! LIGENM m 52G89-ME
20 140 NO NO NO B SEVERE 3 FTHEAVY i6°F YES
MANUAL)DESIGN CRITEMA"
- -
Winter Summer Altlmde Indoor Design Hearing - ---
Elevation Latitude hearing ...line or"....
rector design —pe—DEEIV o.fes temperature {}" - 11O1E17 NAME
W.—Ina rill/ererce
ULJ
108 FT 41°N IS-IF SIFF 1100 70°F 75°F
C.oling Wird Wind C.Incldent belly Winter summer 1 i
vdodly valodty
temperawre tllTference wet bulb
coolie range humidity humidityea
heating —11m; D,/ 3"
11'F 16 MPH 7.5 MPH 72"F MEDIUM(M) 40% 32 GR @50%RN l „aj 0
For Sl:l pound per square foot=0.0479 WE,l mile par hour=0.447 nds. ROOF FRAMING DETAIL
a. Where wGichadngniqule,a higher slierigh wncrdte orgmos M masorrythen nswsoney to satiety the Nnrctind m4ulmments of this Coda the frost line Capin aVength U{i
regaledf Wsaffiadngshall grrrdm.Ta6wWgaiilig[OlumR easfi loo(3ledle with»w waethaling kdtaX."negilgPole,'"mcdanrta'or"Severe"for comemor a a detenntned L
t(orm Figure R301.2(4).The grade efm ry u.ks Shag b.dateiminedfrem ASTM C34,C5K C62,C73,Cgs,C129,0145,0216 or 0652.
b. vglarad'ahDatllnedepthtequsaadsaParre6n9smaak taainFqureR40A(1),thetroallimadep(hStrength€ayinrodfrnwoMedngshallgDyam.Thejuneadien
shall fig in the frown line depth column with the minimum depth of footing below finish grede. MODULE MOUNTING CLAMP }
a TnajunadN:twnshaatt0athi(dwparLotSlataMatsirdka(elhanaadrorprotec0onaopending.nwhadrornremrFasaeenaMatMywk,calaebthrranaanLmmlredamaga.
d. Tim MiniffdbM,shifting Inthis pan ofthe bible with lhawthdspaadlrmftbad.vAndapwdarepp;4gIsR301.2(Snwends.pea—doganyalmidelmminedsoLARaaaDu€.€ Uj C
an a sitarspecifte basisIn exbrdenew9th Sectlon 8301.2.1.4.
s. The ou design dry-bulb lnmpemture shall be salatt$d ban Bre odarrin of 07112-parcart values forw#nter foam Appendix D of Ola Plumbing Code at New Ywk - 5TAINLE55 STEEL V& ....�
State.Deviations tram the Appendix D temperatures shell be permitted to reflect local cgmMl or local weather-expedence as determined by the building oMCial.[Abe - - BOLT AND NUT unsee Figure R3012(1).1 0
1. The jurladi"en shall all in this part of the table with the aolamic design category datornemad Rom Section R301.2.2.1.
g. Tock(NLY sh good flerard trees,dean and map
regulated undaaa iThelle n Pad 1283 map halfOffiInc Comhide,at ami of Coda,Rules and einard area of the Staled New �_
Yolk(NY(�iR.)ailatl adopt a flood hexad map mtd supponlrhg date.The lkwd hszerd map ehali Include,at a minlmWn,apedel flood hazard areas as Itlensfied by the ,ylRON ALUMINUM RAIL
Federal Faeargerrcy Management Agency in the Fwd)rleurenw Study lu tlta G[unmunriy,es emended orreWaed silk
L Tho ewompenying Flood lh.Ureiiw Rate Map(FIRM), ALUMINUM-V BRAOr,ET-
IL Food Sourdary and Floodway Map(FBFM),and
,
Ig.Related supporting date along Win any revision$Iherdo, ALUMINUM PLASHING SHEET NAME
The adopted flood
herad map and supporting data are hereby adopted by reference and declared to be pert of this action.a. In aowMow with Sections R905.1.2,8905.4.3.1,R905.5.3.1,MIRI 8 M,8905.7.3.1 and R905.8.3.1,where there has been a hlelory of heal damage from the
effects of ice damming,thejudsdlogon shall fill In this part of the table with"YES."Otherwise,the Jurisdiction shell 911 In this part of the table with"NO." T I I P^T l I€O
1. The jurmillcgon shag 00 In gds part of the tabid Wt h the 100-year return period air freezing index(BF-days)from Flgure R403.3(2)or tram the 100yaer(99 percent) I L.S C I G i`..
value on the National CAmaLlo Dole Center data fable°Al Fmezdg IMar-USA Method(Saes 32°F)." ASPHALT SHINGLE POOF
J.
The jud.dldon shell fill In this pert of the table With the mean annual temperature from the Normal CllmeOc Data Center data table"Air Freezing fndex-USA Method 5116°x G 5TAINLE55
'a-32-F)., 5TEEL LAG WI
BOLT TH
k. InaeceCem»with Seogon R301.2.1 5,where there Is local historical data documenting structural damage d buildings due w myographic wind speed-up effeols,the 2 11V MIN THREAD
pftdkagon shoof tit in tide owl Of the DID[awlth`YES.`Olherwisg,Bat J,ds Cion sties Ini'NO'in rete pet of IM table. PENETRATION SEALED DRAWING 5CALE
1. In SCeardanee with figure RSDI2(6)A,.where them Is lawn hlalarkal data dowmmm all unusual wild wndl0ets,Me jurWdMmf shag fill In this part of ger table with WITH GEOCEL 4500
'YES"and lndneEy any spoeigcrahansermfa.Otherwise,the jurisdiction shag lnalwte°NO-In lire part or the table. (EQUIVALENT OR BETTER) I p
m. In accordance with Section R301.2.1.2 the judedlctlon shag Indicate the wind4wrire debre wird zone(s).Or arwlae,thrjudamegon atoll indicate"Nd'In this pert of the I y!1 �
table.
n. ThDjurledlegon had fill In thew sections of the table to establish the design criteria using Table to or ib bear ACOA Manual J or established criteria determined by the -
judedlcdon.
o. The ground.now loads to be wed In determining the design snow loads for roofs ale given In Flgure R3012(8)for aUs el elonme.ne up to 1,OOD feel.Sites at
aleve9ona above 1,000 feet shell have Nal ground snow load Inpremad from 0a mapped valla BY 2 ped far every 10D feetabave t,0(q iwl. SHEET NUMBER
(") Sea Figure R3012(4)B.
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/� DESIGN 6 DRAPRNG BY:
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5ERVICEMETER �J Q INSTALLATION NOTE ELEMENTENERGYCE
REVIEW BY J.M.N2-125 CERTIHE
051112-129
SOLAR PV SYSTEM j PHOTOVOLTAIC (1)ALL LABEL SHALL BE INSTALLED IN --
EQUIPPED WITH s11
SOLARBREAKER - ACCORDANCE WITH THE 2017 NEC REVISIONS -
RAPIDSHUTDOWN REQUIREMENTS. De9ewrcla ogre ,RE
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4 WN _--__--_ 1 1O.21(B).D REDUCE cADTRmN THE ARRAY '_ A_C DISCONNECT % „ . �° {4}THE MATERIAL USED FOR MARKING
MUST BE WEATHER RESISTANT, IN CONTRACTOR
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OTALR (5)THE PV SYSTEM CIRCUIT CONDUCTORS -
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OVERCURREM DEVICES,EXCLUDING -
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CONDUIT-INSIDE BUILDING AMPAcOY OF BUSBAR.
PROJECT NAME
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ELECTRIC SHOCKNAPARD PHOTOVOLTAIC SYSTEM
TERMINALS ON THELI NEAND ( 'COMBINER PANEL -- --
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LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526
E-mail:Ics4d@aol.com
Thursday, January 27, 2022
Element Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton, Principal
Re: Fifty-three (53)400 W PV Roof Top
Solar Panels, 21.20 kW DC Total Output, for
Halpert Residence, 2125 Town Harbor Lane, Southold, New York 11971
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 types are as follows:
Solar Arrays#1 and 2:
Single layer of cedar shingles,
2"x6" at 24" on center Douglas Fir rafters,
2"x6" at 16' on center Douglas Fir ceiling joists,
Roof pitch 29°,
3/" thick plywood decking.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
1
Design wind speed: 130 mph
Ground snow load: 20 lbs/sq. ft.
Solar Array 1, Dead Load: 2.7 lbs/sq. ft.
Solar Array 2, Dead Load: 2.6 lbs/sq. ft.
Total Array 1 weight: 2100.9 lbs
Total Array 2 weight: 899.4 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 2020 Residential Code of New York State, SEVASCE 7-16 "Minimum Design Loads for
Buildings and Other Structures", 2017 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,
r
of NEW y
O
Sc
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r
FQ 6093`r
Luigi Claudio Sciandra, P. E: ARoFEssioNP�
2
SCOPE OF WORK DE51GN 4 DRAFTING BY:
M ELEMENT ENERGY LLC
TO INSTALL A 21.2 KW SOLAR PHOTOVOLTAIC HOL SYSTEM AT THE HALPERT RESIDENCE, pe°rr REVIEW BY J.M.NABCEP CER IFIE
LOCATED AT 2125 TOWN HARBOR LANE,SOUTHOLD, NY 11971. f, 051 112-I29
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID � �
THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. ``y GreeQport -or
�
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. `. �_ �pq/ ��a� a esti, De Ing nrb� _i th u e � REVISIONS
5 elter Is and ,
ae s � Hel4h s DC9CRIPfION DATE REV
SYSTEM RATING � � ,A;
,J..� ��gg n t r Ram I ORIGINAL 01-16-2022
fib+ .,. i.�^..',bs na Cobh
Snelterisland• e
21.2 kW DC STC j !' ' Soutna dd
+._ r`� Y t u r Shelter Island
Wada Beaoli� ,:,; Musa
EQUIPMENT SUMMARY °nte _ s
53 QCELL Q.PEAK DUO BLK ML I O+400 WATT PV MODULES atl
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53 ENPHA5E IQ7PW5-72-2-U5 MICRO INVERTERS
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SHEET INDEX '
PV-I COVER North Have ri~ ELEMENT ENERGY, LLC.
PV-2 SITE PLAN PROJECT LOCATION 7470 SOUND AVE
PV-3 ROOF PV LAYOUT MATTITUCK, NY 1 195
PV-4 5TRUCTURAU DETAILS t-SECTIONS LICENSE#43559-H
PV-5 3-UNE ELECTRICAL DIAGRAM
PV-G LABELS LICENSE# 52689-ME
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GOVERNING CODES 00
2017 NATIONAL ELECTRICAL CODE. 1
2020 RESIDENTIAL CODE OF NEW YORK STATE. ^;'l PROJECT NAME
A5CE 7-1 G AND NFPA-70. W 270°�I p 900 E !;1 '4 r W
UNDERWRITERS LABORATORIES(UL)STANDARDS
OSHA 29 CFR 1910.269 240° v 120° tj I1 J J
° 150° ,"` U
GENERAL NOTES 2101800
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I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT "''S w 0
THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE �� J'j` Q cc
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK - - ;��"�•,�
AGREE THE SAME. AERIAL VIEW W < Z
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED a/ Q
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP w >' O
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY,WORKMAN'S COMPENSATION,
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC.ADEQUATE FOR THE PURPOSES _
3.ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND (L
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO1—
JURISDICTION. COMMENCING WITH WORK. Q Ln D
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR Z N O
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE
THE CONTRACTOR SHALL STCONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
OP WORK AND NOTIFY THE CV
ENGINEER. SHOULD HE FAIL O FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, ,
SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY
5.ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING,STAIRS, ETC.. AS WELL AS PERMANENT srlEtT NAME
FABRICATED AND INSTALLED AS PER LATEST A.1.5.0 CONSTRUCTION,
SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCAI E
G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING COVER
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C.
NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK.
CERTIFICATION OF THESE PIANS.
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS �� DRAWING 5CALE
8.THESE DRAWINGS AS INSTRUCMWORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON ENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N.T.S,
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEAREDnU I
PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE FEB O 2 ZO2?_
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFTBROOM CLEAN AND WORK IS TO BE COMPLETED TO THE qD
EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENTBUILDING DEPT. SHEET NUMBER
. T -
EXI5TING WORK ADJACENT TO HI5 WORK, OR DAMAGED AS CI,M';OF SOU-1 HOLD PV-
RESULT OF HIS WORK.
TAX MAP: I000OGG000100031000
LEGEND CON5TRUCTION NOTES
oasmO UTILITY MEM • DE51GN 4 DRAFTING BY:
MAIN SERVICE PANEL 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
NEW PV SUS—PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. ELEMENT ENERGY LLC
REVIEW BY J.M.NABCEPCERTIFIE
A/c DLsconwEcr 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. A_ 051 1 12-129
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ROOF SLOPE IS AN ACCESS ROOF IN
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2020 NYS FIRE CODE TAX MAP: 1 000066000 10003 1 000
LEGEND 'NOTE
THE ROOF SETBACK/PATHWAY SHALL NOT BE EREVIEWBY
FTING BY:
EAIN SE VICE P METER ERGY LLC
MAIN SERVICE PANEL REQUIRED WHEN THE OPPOSING OR ADJACENT
HN�EW/PV sus-PANELS ROOF SLOPE IS AN ACCESS ROOF IN BCEP cERi1F1Etg ACCORDANCE WITH R324.G.I EXCEPTION OF / -1 29
INVIERTIM® GKD ELECTRODE 2020 NYS FIRE CODE lc� 2
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QPV MODULE Noir D , DESCRIPTION DATE REV
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ARRAY I G MODULES MLII �
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(385) LF IRONRIDGE XR100 MOUNTING SYSTEM, ':.
DRAINING 5CALE
ROOF TYPE = CEDAR SHINGLE(SINGLE LAYER)
CONSTRUCTION NOTES
1011
1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH
MINIMUM NEMA 3R RATING. SHEET NUMBER
3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE PV-3
FIELD VERIFICATION.
TAX MAP: I000OG6000100031000
LOAD CALCULATION ARRAY#I ARRAY#2 ITEM DESCRIPTION ARRAY#1^-2 DESIGN 4 DRAFTING BY:
RI5Rid a Bea Board 2"X 8" D. FIR ELEMENT ENERGY LLC
MODULE WEIGHT(Lbs) 48.5 48.5 Rafters 2"X G"D. FIR 24"O.C. REVIEW BY J.M.NABCEP CERTIFIE
#OF MODULES 37 16 D) Deckln 3/4"PLYWOOD 051 1 12-129
J Cellln Joist 2"X G" D. FIR I G"O.C.
TOTAL MODULE WEIGHT(Lbs) 1794.5 776.0 (P) Pitch 29° REVISIONS
TOTAL LENGTH OF RAIL(Ft) 274.1 110.9 (C) Collar Ties 2"X 4"D. FIR 48"O.C. DE5CRFTION DATE RFV
t' (h) Horizontal S an of(R) 1123 MAX. ORIGINAL 01-18-2022
RAIL WEIGHT PER FOOT(Lbs) 0.68 0.68 "
TOTAL RAIL WEIGHT(lbs) 16GA 75.4 4;wt,` (RQ (RB)
#OF 5TRANDOPF5 60 24
(D)
WEIGHT PER STRANDOFF(Lbs) 2 2 44
TOTAL STANDOFF WEIGHT(Lbs) 120 48
TOTAL ARRAY WEIGHT(Lbs) 2100.9 899.4 - f
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POINT LOAD(Lb5) 35.0 37.5 :<"• `amu`.': _ '' c9
TOTAL ARRAY AREA(Sq Ft) 792.2 342.6 Y•t <a:; 3�sa" r ( CONTRACTOR
ARRAY DEAD LOAD(I.WSal Ft) 2.7 2.6
I
{ � ELEMENT ENERGY, LLC.
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN /K� I
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5 eedd Topographic DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL �C� ( MATTITUCK, NY 1195
LOAD' (mph) effectsk wind I debris CATEGORYf Weathering° line b Termite° TEMPO REQUIREDh HAZARDSs INDEXI TEMPI
LICENSE# 43889-h
region zone depth ( LICENSE# 52G89-ME
20 140 NO NO NO B SEVERE 3 FT VY 16°F YE3 698 51'F
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MANUAL J DESIGN CRITERIAn
Winter Summer Altitude Indoor Design Heating
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temperature difference
108 FT 41*N 15°F BB°F 1.00 70°F 75°F 55°F (j)
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temperature difference Velocity velocity wheating tooling etbuib range humidity Humidity — j W
11°F 15 MPH 7.5 MPH 72"F MEDIUM(M) 409'0 32 GR @50%RH Z
For S1:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAILn 0 _
a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength Q Z
required for weathering shall govern.The weathering column shall be filled In with the weathering Index,"negligible,""moderate"or"severe"for concrete as determined
from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. _
b. Where the frost line depth requires deeper footings than Indicated In Figure R403.1(1),the frost fine depth strength required for weathering shall govern.The jurisdiction
shall fill In the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP LIZ/
Z Q
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, s
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined 50tAR MODULE O =
on a site-specific basis In accordance with Section 8301.2.1.4.
e. The outdoor design dry-bulb temperature shell be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York STAINLESS STEEL 3/8° RJ.. ~
State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also
see Figure R301.2(1).] BOLT AND NUT Q jo
f. The Jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301.2.2.1. _ N O
g. To establish flood hazard areae,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New
York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as Identified by the NRIDGE ALUMINUM RAIL cV
Federal Emergency Management Agency in the Flood Insurance Study for the community,as emended or revised with:
I.The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM"L"BRACKET
It.Flood Boundary and Flcodway Map(FBFM),and
ill.Related supporting data along with any revisions thereto.
The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM FLASHING SHEET NAME
h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the
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 RU CT U RA
1. The jurisdiction shall fill In this part of the table with the 100-year return period air freezing Index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)
value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." ASPHALT SHINGLE ROOF
J. The jurisdiction shall fill In this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method
(Base ." 5/1 G"x 6°STAINLESS
k. In accordance
STEEL LAG BOLT WITH
with Section 8301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 2 1/2"MIN THREAD
Jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"In this part of the table. PENETRATION SEALED DRAWING SCALE
I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this part of the table with WITH GEOCEL 4500
"YES"and Identify any specific requirements.Otherwise,the jurisdiction shall Indicate"NO"In this part of the table. (EQUIVALENT OR BETTER)
In. In accordance with Section 8301.2.1.2 the Jurisdiction shall Indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall Indicate"NO"in this part of the
table. AS NOTED
n. The jurisdiction shall fill In these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the
jurisdiction.
o. The ground snow loads to be used In determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,OOD feet.Sites at
elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by 2 psf for every 100 feet above 1,000 feet, SHEET NUMBER(") See Figure R301.2(4)B.
TAX MAP: I OOOOGG00010003 1 000 MOUNTING DETAIL n P
SOLAR ARRAY ON MAIN HOUSE I G.4 kW INTERCONNECTED TO MEG ACCT.9G5101 1851 FOR DETACHED COTTAGE
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MAIN SERVICE PANEL MAIN SERVICE PANEL
AT MAIN HOUSE AT DETACHED COTTAGEiZn fn OAC DISCONNECT all AMM ,,LI EASTWG GROUNDING I j EwsTINc cRDUNOINc VJ L.�
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WIRE 6 CONDUIT SCHEDULE (L
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEA1P ESTIMATED Vouge Drop I%
1.0.0 ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION Size QUAMItt INSULATION (CWAL) Tyre 513E TEMP DERATC DISTANCE T O
910.9 91°.1518X2,9J J.-
INVERTERS COMBINER PANELAWG I I O I 8 0.7 Use-2/PV VAM AWG 18 I BARE Cu FREE AIR I' 55°C 0.84 80 FT 1.796 C J
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COMBINER PANEL AC DISCONNECT AHG 02 1 3 1 THWN-2 AWG 08 I THWN-2 CU PVC I•I/a• 45•C 0.95 120 FT 1.7% -
(_ AC DISCONNECT MAIN PANEL AI%G 16 1 3 1 THWN-2 AVID V8 I THWN-2 Cu FVC IA- 0.95
(') COMBINER PANEL MAIN PANEL AWG 010 1 3 1 T)111M•2 AWG 18 1 THWN-2 N PVC I' A5•L O.B5 80 Pt I,740
ELECTRICAL NOTES SHEET NAME
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION
2,)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 90QC WET ENVIRONMENT. (NEC 690.8(13)(1)): (I5c)'(#off stria s)'(I.5G)= 19.GG A 3-LINE DIA.
3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY 9 Modules per 5tring 13 MAX.
TO,AND LOCATED A5 CL05E A5 P055113LE TO THE NEAREST RIDGE,HIP,OR VALLEY. AWG#I O,a 9.GGy'Temp Derate= 23.52 A
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 23.52 A> 19.66 A,therefore DC wire size is valid. Modules per Inverter I
#2 Inverter Output Wire Ampacity Calculation Number of Inverters 41
COMPLY WITH NEC I 10.26. p p tY
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Max Amperage output'(1..25) = G2 A Record low tem -I OQC
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIES TO FULFILL AWG#G,ampaclty'(Temp Derate)'(Condult F111 Derate)=71.25 A Voc Ternp Coefficient -0.24%/QC DRAWING SCALE
APPLICABLE CODES AND STANDARDS. 71.25 A>G2 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS
G.)WHERE SIZES OF JUNCTION 5OXE5,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Combinerd Inverter Output Wire Ampacity Calculation Operatinal Current 10.8 A =(#of sten s)'(Imv)
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output'(1.25) = G2 A N. IT
.5.
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampaclty'(Temp Derate)'(Condult F111 Derate)=71.25 A O eratin Volta a 37.13 V =(#modules In serles)WIn )
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A> G2 A,therefore AC wire size Is valid. Max.System Voltaeje 49.G V =W modules in serie5)'((((-#.##%V/QC'.01)'(Lo Temp##QC-25))'(Voc))+(Voc))
SUPPORT RAIL,PEP.THE GROUNDING CUP MANUFACTURER'S INSTRUCTION. #4 Inverter Output Wire Ampacity Calculation Short Circuit Current 13.9 A =(#of stnng5)'((sc)'(I.25)per Art. G90.8(A)(I)
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEED LUG Inverter Max Amperage output'(1.25) = 18.15 A AC SYSTEM 5PECIFICATION5 SHEET NUMBER
OR IL5CO GBL-4DBT LAY-IN LUG. AWG#8,ampaclty'(Temp Derate)'(Condult Fill Derate)=52.25 A Max AC Out ut Current 81 I G A PV-5
10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative)
52.25 A> 18.15 A,therefore AC wire size 1s valid.
OR O eratin AC Volta e 240 V
10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000066000 10003 1 000
DE51GN♦DRAFTING BY.
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SERVICE METER O O7 INSTALLATION NOTE
ELEMENT NABCEPCE
REVIEW BY J.M.NABCEP CERTIFIE
® � SOLAR PV SY-i°E
$ PHOTOVOLTAIC ' • • • ( 1 ) ALL LABEL SHALL BE INSTALLED IN 051112-129
EQUIPPED TH' SOLAR BREAKERLyllu 116collIlEGACCORDANCE WITH THE 2017 NEC REV1510N5
RARIA SHUTD0INN
PTION DATE REV
® ORIGINAL REQUIREMENTS. ORIGINAL
01-18.2022
(2) ALL LOCATIONS ARE APPROXIMATE ANDMAX
50LAR AC LOAD CENTER- OUTSIDES, �DONOTRELOCATETHIs� REQUIRE FIELD VERIFICATION.
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OVERCURRENT DEVICE (3) LADEL5, WARNING(5) AND MARKING
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THE'OFF'POSITION TO SHUT DOWN ✓ 1 10.21 (5).
PV SYSTEM AND REDUCE CAUTION
` SHOCKHAZARDINTHEARRAY [ AC
POWER TOTS6SERVICE ISALGOSUPPLIED (4) THE MATERIAL USED FOR MARKING
DISCONNECT FROM THE FOLLOWING SOURCES WTfH
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CONTRACTOR
SOLAR AC LOAD CENTER- INSIDE O ® UINT(NETER IHMAIN
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PV BREWER THE COMPLIANCE WITH NEC 1 10.2 1 (5)(3).
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ITHISEQUIPMENTFEDBYMULnPLE DUAL POWER SUPPLY MATTITUCK, NY 1195OURCES.TOTAL RATING OF ALL ♦ COMPLIANCE WITH NEC 690.31 .
RCURRENTDEVICES,EXCLUDING SOURCES:UTILITY GRID LICENSE#43889-h
MAIN SUPPLY OVERCURRENT AND PV SOLAR
DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM
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