HomeMy WebLinkAbout42045-Z o\psUFFo�,�io� Town of Southold 10/24/2017
y P.O.Box 1179
0
o • g 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39307 Date: 10/24/2017
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 720 Reeve Rd,Mattituck
SCTM#: 473889 Sec/Block/Lot: 100.-3-15.4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/5/2017 pursuant to which Building Permit No. 42045 dated 10/12/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"AS BUILT"GROUND MOUNTED SOLAR PANELS AS APPLIED FOR
The certificate is issued to Pozzolano,Joseph&Donna
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 9577 11-15-2008
PLUMBERS CERTIFICATION DATED
Oth d Signature
�g�FFnt,r�, TOWN OF SOUTHOLD
��o may BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42045 Date: 10/12/2017
Permission is hereby granted to:
Pozzolano, Joseph & Donna
720 Reeve Rd
Mattituck, NY 11952
To: permit "as built" ground-mounted solar panels as applied for. Additional certification
may be required.
At premises located at:
720 Reeve Rd, Mattituck
SCTM # 473889
Sec/Block/Lot# 100.-3-15.4
Pursuant to application dated 10/5/2017 and approved by the Building Inspector.
To expire on 4/13/2019.
Fees:
AS BUILT-ACCESSORY $100.00
CO -ACCESSORY BUILDING $50.00
Total: $150.00
B ' di pector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3.. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: ' (check one) _ / 1
Location of Property: 1720 IZ(?&Vo /2( l �I�! �'L�f�� N
House No. Street Hamlet
Owner or Owners of Property: 01<6ph pQ��Z6
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. 5 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
A licant Signature
CONSENT TO INSPECTION
00e, py sz o ( avLo , the undersigned, do(es)hereby state:
Owner(s)Name(s)
That the undersigned (is) (are)the owner(s)of the premises in the Town of
Southold; located at r7Z0 (2-e,ZVb IZd /►/la-N-�-�-,��
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section _a , , Block Q.� , Lot
That the undersigned(has)(have) filed, or cause to be filed, an application in the
Southold Town Building Inspector's Office for the following: S 0 i6c 17&-Qj
That the undersigned do(es) hereby give consent to the Building Inspectors of the
Town of Southold to enter upon the above described property, including any and all
buildings located thereon, to conduct such inspections as they may deem necessary with
respect to the aforesaid application, including inspections to determine that said premises
comply with all of the laws, ordinances, rules and regulations of the Town of Southold.
The undersigned, in consenting to such inspections, do(es)so with the knowledge
and understanding that any information obtained in the conduct of such inspections may
be used in subsequent prosecutions for violations of the laws, ordinances,rules or
regulations of the Town of Southold.
Dated:
� I7I � �
(Signa e)
(Pri/ ame)
�)O (SignPlI e
(Print Name)
._.--a°"4n '��i:: -•=y.,?y„t.. .r vx=- � —;,x:•es^m^a.�- ,�: '�3.'=-"E?i'-,:,r��=w."5'a,^^h=4�?�x-,H--rw^-"7F-:'�.�, -,>as a - m�sTr -- -irw
'�'- -�"`.�'^k--z�s'-�, `:�^ =r _ `;r;�.4,..t�'h"'^.�.,;�'e;,.
- ';" =x' a,G'�is�.;:s.3e°k..=x 't so'_�'" 3,...,. -'-. xti�t'c�. wiR -k,_�T•_"%"�.
`-�.Y°%�.�;�._ �.. ��s�'��xS-....:�{-__..u, �.�s-u`a�v�;��..-,..� _��
F + Y
SUFFOLK BUREAUof
EL ECTPICAL e'
I NISPEC10RS, ; n ::.
40 Nottingham Drive,Middle Island,NY 119538
Telephone:631 495 8136 - Fax:631 980 6455 • E-Mail:SBEIGS@gmail,com
11 R
CERTIFICATE OF ELECTRICAL COMPLIANCE
Xy
-j Applicant: Eastern Energy Systems Inc. Certificate No.: 9577 z
ZK
PfA
Rough In Inspection Date: November 15,2008 Final Inspection Date: November 15 ,2005 gr
rN Application No.: 9577 Building Permit No.:5.
4 z
5.� .
Suffolk County Tax Map No.
Y This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or ,_{
3 work described below, installed by the applicant named above, located at the premise of and not after the final
inspection date above: Ra
�;n Owner: Joseph Pozzolano
Pe- Site Location: Pozzolano, 720 Reeve Road, Mattituck, NY 11952
i
r==rk
Owners Address (if different):
Q�
:) ❑Residential El indoor [I Basement El Service [I Shed t�
❑First Floor ❑Pool ❑Hottub "
El Commercial ®Outdoor
❑Second Floor ❑Attic ❑Gara e
�_� El New El Renovation g l�.a
NA, - -- --
❑Addition ❑Survey Other:'Photo Voltaic System k
�.,-,,
INVENTORY _ `y
i Single Phase Heat Duplex Recpt Ceiling Fixture HID Fixtures '
CF'
Three Phase Hot Water GFCI Recpt Wall Fixture Smoke I
Main Panel AC Cond Single Recpt Recessed Fixture CO Detect
fj Sub Panel 6ckt AC Blower Range Recpt _f Flourascent Pumps <m
k, Transformer Appliances Dryer Recpt Emergency Time Clock
Disconnect 1 Switches Twist Lock Exit Fixtures TVSS (.r
GFCI Breaker Heat Pump Electric Heat I Pool Luminaire Exhaust Fan
Other Equipment:Photovoltaic System,Ground Mount Array.16 Sharp 216w Panels,3,584 watts total.1 Xantrex GT 3.3 Inverter.16 Sharp N132161,11 F Collectors
OlThe electrical work and/or equipment described above were inspected and appear to be in compliance
L with local, state and national electrical code requirements and this office.
Applicant: Eastern Energy Systems Inc. License No.: 4692-E
Ail Inspected By: Gene Surdi Date Of Certificate: Nov 19 ,2008
3
Signature: -
��,:
- - -- acs_ _ ys ;���.?��_+--�";-�`;sz�;�a«-��rR.,�«..-,::���-r3 w�.� •. =��-r:�`-, ;•F�':4�P;,.�.�,r��^s: -`^��r.�f.,�.�.��,
��",'.-= �_`rdz„�s�:e�. :��:� -;�r,- -- .,'T_i_-r� yz..-_;.-r,.K .<�.: _.;�g_�-F-s+r.-.;§t. a,��:£�' ,�_ _�:'�•,-'-.-,'�;.�..g� .i��->rn - .`�- -�c a
__� �v...r_ ;.sig - "r�'`,f_�ix�.��`�,.�-� 'F��-�-d��;�'- •::�;� - _ww'''--�'s'�.,�:-��-`s� ,.e�`�t<_ ,.wa:�r2>-_ .:�.� _..��=�,�-.v,� -`��. -- -' ._:a
1
•A q� OF SOU
JyoIle
N O
TOWN OF SOUTHOLD BUILDING DEPT.
7651802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] NSULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE /04' hf INSPECTOR del
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
------------------------------------
C
FOUNDATION(2ND)
z
0
ROUGH FRAMING&
H
PLUMBING ,
8
INSULATION PER N.Y:
STATE ENERGY CODE
tom,
FINAL
ADDITIONAL COMMENTS
'moo
z
� z
rn
� Oz
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 Surve
( ) 45 y
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.YSDEC
Trustees
C 0 Application
/l Flood Pernut
Examined V 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:e 0i's—1✓ try) eh e y
Approved (J a`J-- ,20 Mail to �U`` ''
Disapproved a/c L MAZ
Phone• 6s j i qq 9(2O q-
Expiration 120 41
DD
B t m I spector
lL�����'?? D PPLICATION FOR BUILDING PERMIT
OCT _ 5 2017 Date ,20_a
INSTRUCTIONS A
,UTJDM NMST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
spf(j�s Tq" tlfcale Fee according to schedule
pt 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.
(Signattfii of applicant or name,if a corporation)
7q(7vLt�/
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises X10& E0 ZZ-O 1 A4,:?_0
(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. 4,3T=(-�
Plumbers License No.
Electricians License No. 5
Other Trade's License No.
1. Location of land on which proposed work will be done:
`72-6 ReRA16
House Number Street Hamlet
County Tax Map No. 1000 Section /00 Block 0.3-Lot 5 i
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
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(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 Number of Stories
9. Size of lot.Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13.Will lot be re-graded?YES_NO Will excess fill be removed from prenuses?YES_NO
`��c�z�okmo '7Z-0PY (&11Q, .Malt �3/6'� ogZ5
14.Names of Owner of premises Address Ph one No.
Name of Architect%//(/ai 5l'lll(rlQ'{��a Address 7 63 �Q
Name of Contractor Address hone No.6,31
ct 1 <-
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
Ss-
COUNTY
S•COUNTY
h� being duly swom,deposes and says that(s)he is the applicant
Z v p t (Name of individual signing contract)above named,
M V .V.
O n C g (S)He is the 6&46&
Q UA v -- (Contractor,Agent,Corporate Officer,etc.)
May a
U „ of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
Jo a c that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
a m p R performed in the manner set forth in the application filed therewith
a Z = E
o SwoTr�to before me th
U `f_t7, day of 20__t7
O
Notary Public Signature of Applicant
09/06/2017 09:33 16314358458 ORBIT PAGE 05/16
GUARANTEES MICA TM HERE ON SHAH,RUN
ONLY M 7NE PM$ON FOR IWOM NE StpWy
IS PRt;PARED AND ON HIS D£NAI,F ro 7w
777LF•MWANY, 0*VaMMVlA4 AGF..A'ICY,
LLNDIN(:INS777UPON, IF 4187M gpA-C ,, ANtt
TO THF A$&&W•SS W W LENDING MS717UrXW,
GUARAN7M ARE NOT 7RA 4MA&E ?i7
ADD17WAL INS77RJ1I0N8 OR MMMUENT OWM?S
UNAL+71M20 AMPARON OR ADD177ON 70 71yRs / I� ;• '
7W NE 1S A �?OtA7►ON of SlMN L W OF
7NE NEW YCNPK sTATE'EbUCARDN LANG ; •: ; ' ,..
COPIES Or IM SURVEY ALAR NOT sTARING
7Nf. LAND SURVEYORS Ebb SCA aflAL1 ! ) '��- L 7? f
NOT
HE CO1 ED 70 et A PALM 7RUE i
h'. o r
a L
SFKE
OUM
N /y/4'3!7
20
0 D , F'RpP. I
2—STORY I
0 RES,
N PROP.DECIS
3.3' 0 12'X24'
PROPOSED �;, PROP,
gR#VFWAY RA
c�
w
v
Z: f �,
STAKE 7437 20
FOUND
FM# 6780
DATE FILED FER 5, 1979
SL
TM# 1000-1Db-03-15.4 L
MAP OF SE
E
MATTITUC K, Thy'
SUFFOLK
SURVEYED FOR:
GUARANTEED TD:
JOSEPH POZZOLANO
DONNA M. POZZOLANO
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smdhtown, NY 11787-3011 . (631)543-2953.fax(631)543-1526
E-mail:Ics4d@aol com
AUL'JI
D AS NOTED
Wednesday, October 04, 2017
Element Energy Systems DAT
7470 Sound Avenue FEE: BY:Mattituck, New York 11952 NOTDEP -�'!MENT AT
765-1802 8 AM TO 4 PM FOR THE
Tel. 631-779-4004 FOLLOWING INSPECTIONS:
Attn.: Mr. Mike Lawton 1. FOUNDATION - TWO REQUIRED
En ineerro�ect Manager FOR POURED CONCRETE
/P
g g 2. ROUGH - FRAMING & PLUMBING
OCCUPANCY OR 3. INSULATION
Re: Sixteen 16 216 W FIVAtirc und,MouhWWUST
USE IS UNLAWFUL Solar Panel Arra 3 i bu u
WITH ���p MEET THE
QUIT ERT�FICATozzolano Residen66MBRev~ DES OF NEW
0'FOCCUPANCY
CCUPANCY Mattituck. N4dlia1ijfi0 & RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
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 structural elements.
• Design drawings of the proposed system to include site plan, mounting details for the
solar panels. This information was prepared by E2Sys and will be utilized for approval
by the Town of Southold and for construction of the proposed system.
Based on the above documentation, I have evaluated the structural capacity of the existing
system to support the additional loads imposed by the solar panel arrays and offer the
following comments:
The existing structure is provided with 4"x4" Douglas Fir pressure treated top chord at 60%"
on center,4"x4" Douglas Fir pressure treated bottom chord supportd by4"x4"posts Douglas Fir
pressure treated with 4"x4"pressure treated structural element for lateral support.The pitch of
the solar panel assembly is 20°. Our review of the solar panel assembly indicates no signs of
settlement or misalignment caused by overstressed underlying structural members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design wind speed (3 sec. gust): 120 mph
Ground snow load: COMPLY WITH ALL Ca I q. ft.
Solar Array# 1 Dead Lo i/ YORK STATE & To PSR.
AS REQUIRED AND CONDITIONS OF
1
S9kl�H6 I�t�
Total Weight of Array# 1: 405.90 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 structure will be able to
supports the panel weight without damage.
The onsite inspection and the photographs show that solar panel assembly is in good
conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the 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 assembly will adequately support the
additional loading imposed by the solar panel arrays.
This evaluation is in conformance with the 2002 Residential Code of New York State,the 1995
Wood Frame Construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and
Other Structures", current industry standards and practice and based on documentation and
data supplied by E2Sys at the time of this report.
Should you have any questions regarding the above or if you require additional information,do
not hesitate to contact me. Sincerely,
uigi Claudio Sciandra, P. E.
OF NEVv yo
JAG`G.SC1q�O�
v '9
AROPESs1O �
2
SCOPE OF WORK DESIGN&DRAFTING BY:
JAMIE MINNICK
To INSTALL A 3.456 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE
NABCEP CERTIFIED
POZZOLANO RESIDENCE, LOCATED AT 720 REEVE ROAD, MATTITUCK, NY 11952.
� 051112-129
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED /
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. / I REVISIONS
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. DESCRIPTION DATE REV
SYSTEMRATING ORIGINAL 09-13-2017
3.456 kW DC STC
EQUIPMENT SUMMARY /
I G SHARP ND-216U2 60 CELL PV MODULES
I XANTREX GT3.3 INVERTER
I SUNFRAME MOUNTING SYSTEM ON WOOD AND CONCRETE FOUNDATION FRAME
CONTRACTOR
SHEET INDEX OF N . EASTERN ENERGY
PV--l--COVER SCI YO , SYSTEMS, INC.
PV-2 SITE PLAN 5 c A +°
PV-3 ROOF PV LAYOUT % a4 7470 SOUND AVE
PV-4 STRUCTURAL/ DETAILS &SECTIONSMATTITUCK, NY 11952
PV-5 3-LINE ELECTRICAL DIAGRAMhw /
- LICENSE # 43889—H
LICENSE # 52689—ME
GOVERNING CODES
NaT'inNai F1 ECTRICAI CODER
AROFESSIOI.IP�' •',�-'...`Q s� �` `h1
2002 RESIDENTIAL CODE OF NYS 2016 SUPPLEMENT
1995 WOOD FRAME CONSTRUCTION MANUAL PROJECT NAME, `
UNDERWRITERS LABORATORIES (UL) STANDARDS J
OSHA 29 CFR 1910.269 w
GENERAL NOTES vvv z
Ln
17-eAT THE SIT EPROR TSO STARTINGel DTO WORK AND SHALL VERIFY ALL ONS PROJECT LOCATION
FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS &5
AND MAKE WORK AGREE THE SAME. w
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED W Z
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,
INSPECTION APPROVALS, ETC„ FOR WORK PERFORMED 1.r ;*, a _ „ ® >
FROM AGENCIES HAVING JURISDICTION THEREOF, IF 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. °" 1'y�. ' 'fir';;.= �, 1sc (�
REQUIRED. , ,n Fr' ;';.,K c � k' '� €€''a. '! ,rr,
CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, V: 4''`4 «s• 5 ;s'' .' � , is ., 3 z �'
�i
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE COMPLETED OPERATION ETC. ADEQUATE FOR THE ti ,51<�}°,•',',<,--''';�`� �"' �`,' - �°-'-• �r=s,,.. �' , '� •S-`"°--, �
AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE
PURPOSES OF THIS PROJECT AND FURNISH PROOF OF
JURISDICTION. ra. 1 ,. h;,�'
SAME PRIOR TO COMMENCING WITH WORK. `."!ice "t[."' r x c t'' i °�sL e `' "Y >� ,w r ': . `},
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION ' - ��
11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR aha r- .�.'� A'^ ' '' ""` =`' � � ' ''•; "g ' ","`"f '_' "''
EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON
MAINTAINING SAFETY ON THE JOB SITE DURING THE ` • •.;, :.>,;� ?•, ,.,. ,
THESE PLANS THE CONTRACTOR SHALL STOP WORK AND ?} .. v: n stu' 5� °' <'`r" " '"s ° *;:'';f =;irl'-`'I'f""
CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS '"A �� ":'w �ta P ' r "`
NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS '*
AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND �t _ ;, -,.. s:• .� 's !F- x -
PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL HEALTH ?, a�•' •7f- - ,' �F''^ `, .:ar
•'-A§,:
HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE ¢ ,s . ^ `�,V,1,i2, 4- . r; ,s`w,b;,,�,.,aF',, ,• ;z nF e � -,.z VN,,,Y� Y,g y.
ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER •F- r '' `'
5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE BRACING SAFETY RAILINGS AND SECURE FOOTINGS FOR 'r r�" '" SR _" ' ''"" xr
R i. t yA. :,% 9Trt :y,. . #" SHEET NAME
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS
PERMANENT CONSTRUCTION.SPECIFICATIONS.
" „j;i'"' • "`.j," "' o,
6, ALL ELECTRICAL WORK SHALL BE BOARD r^"
OF FIRE 12, FIGURED DIMENSIONS SHALL GOVERN, DO NOT SCALE
U COVER
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N; �`
DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY
N.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS. `c ` "` •, ` _ = - " 1,;
EACH CONTRACTOR SHALL VERIFY d`jt ,, i' � -` u•,`` '• ' ,-+w�� r:;,_ `�_,„° ° � , „4';
7, ANY DEVIATION FROM THESE PLANS WITHOUT THE EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND ": �'�1`v.` `zN�i:'"
,2A'h 1 ,SjL,F :�J•'"V'..J�.: � •, . � ` f.V,�`i v.jf.;. i .)`
WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE COMMENCING WITH WORK. °w i `'eir := '4:°r1T''=` c: }�.•� " '
ENGINEER'S CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS ° ,; f _r ', , , == DRAWING SCALE
8, THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL �� ;,*' I 'i� "` y>'.'°'
AND SHALL REMAIN THE PROPERTY OF THE ENGINEER R" '"`i = } '�
MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS •' = ' ' :' - ' � =y-•-- ''� ~e �� "� ��`
WHETHER THE PROJECT FOR WHICH THEY ARE '• # ; -~ " `" ` 't ' ,
MADE IS WARRANT. .h'°: ='�.''4 '"->, a �',
t Al
EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY 14, AT THE COMPLETION OF WORK THE SITE TOB E mar•,y'`t;w;;.w' � 'yG -"`F ,u _ 4"i. ;'; x ;!'' � � 4' '`' s+`<" ':`_
OTHER PROJECTS OR
EXTENSIONS TO THIS PROJECT CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE `:" , ,': =`"t'= _�. '_; ,=4 : ..v,,'w,; N"
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW
RESULT OF HIS WORK. PRIOR TO RELEASE OF FINAL PAYMENT.
CONSTRUCTION NOTES ——
_ DESIGN&DRAFTING BY:
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE - JAMIE MINNICK
MANUFACTURER'S INSTALLATION INSTRUCTIONS. j NABCEP CERTIFIED
r --- 051112-129
CERTIFIED
`� 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R,RATING: `
3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION:`
REVISIONS
DESCRIPTION I DATE REV
ORIGINAL 09-13-2017
V V 270°4 P 90°E i _ - CONTRACTOR
�� - -
240° V 120° - _ ;',' EASTERN ENERGY
2100 1500 - SYSTEMS, INC.
Pr
1800 7470 SOUND AVE
a�
MATTITUCK, NY 11952
LICENSE # 43889-H
LICENSE # 52689-ME
PROJECT NAME
Lu
'4' Lu/ / z 0
W W z
15 w
\ 0 0 0 J ® F--
_ 0 C\J
SHEET NAME
SITE PLAN
/ I
NEW Y j
C.SIC1
)b
C.
\ f DRAWING SCALE
T.S.
A '
R01:ESSI01I5' SHEET NUMBER
a
f/'
PV-2
- / DESIGN&DRAFTING BY:
JAMIE MINNICK
NABCEP CERTIFIED
_ I - 051112-129
REVISIONS
/ 1 DESCRIPTION DATE REV
ORIGINAL 09.13-2017
CONTRACTOR
EASTERN ENERGY
15 SYSTEMS, INC.
7470 SOUND AVE
\ MATTITUCK, NY 11952
LICENS/f J
LICENSE E# 2689-ME
/ PROJECT NAME
z
® Q �
OF NEW
y 1G�G SClgn, 'f w LIL9 Z
® W
060935'1 �aO�
j
pROFESSIO%4 N (!i
(� LEGEND
EXISTING UTILITY METER
MAIN SERVICE PANEL
�) NEW PVSUII'PANELS
J A/C DISCONNECT
COMBINER SHEET NAME
CONSTRUCTION SUMMARY INVERTERS
®GND ELECTFODE
' (16) SHARP ND-216U1F SOLAR PV MODULES Q PV MODULE ROOF DETAIL
(1) XANTREX GT3.3 INVERTER —RACKING RAIL
(18)ATTACHMENT POINTS @ 64"OC MAX. 0 ATTACHMENT POINT
t (78) LF UNIRAC SUNFRAME MOUNTING SYSTEM. ---RAFTERS
GROUND MOUNT STRUCTURE: DRAWING SCALE
TOP CHORD: 2X6 P.T. DOUGLAS FIR @ 5'-1/4"O.C. '*--ROOF PITCH ANGLE
BOTTOM CHORD: 4X4 P.T. DOUGLAS FIR @ 5'-1/4"O.C. E3suNRUN METER N.T.S.
VERTICAL SUPPORT: 4X4 P.T. DOUGLAS FIR @ 5'-1/4"O.C. ®VENT A
LATERAL SUPPORT: 2X4 P.T. DOUGLAS FIR 0PLUMBING VENT
\ FOOTINGS:4'X8" DIAMETER CONCRETE WITH e" REBAR @ 2' BELOW GRADE ®SKYLIGHT
SHEET NUMBER
®CHIMNEYCoMp ®pg
GOODOCON TON SITE LES '� p� ®3
EE]POTENTIALSHADING ISSUES
TRIM/REMOVE AS NECESSARY
LOAD CALCULATIONS ARRAY #1 & 2
Module We' ht 44 1 Lbs ITEM DESCRIPTION ARRAY #1 & 2 DESIGN&DRAFTING BY:
# of Modules8 TC TOP CHORD 2X6 P.T. D-FIR @ 60-1/4" O.C.TYP. JAMIE MINNICK
Total Module Wei ht 352.8 Lbs of NEW (BC) BOTTOM CHORD 4X4 P.T. D-FIR TYP. NABCEP CERTIFIED
Total Length of Rail 39 Ft yo (VS) VERTICAL SUPPORT 4X4 P.T. D-FIR TYP.
051112-129
Rail Weight er Foot 0.9 Lbs y�P�� SQi (LS) LATERAL SUPPORT 2x4 P.T. D-FIR
Total Rail Wei ht 35.1 Lbs v (P) PITCH 30° REVISIONS
DESCRIPTION DATE REV
# Of Standoffs 9 3}
Weight per standoff 2 Lbs ORIGINAL 09-13-2017
Total Standoff Weight 18 Lbs �
Total Arrav Wei ht 405.9 Lbs s
Point Load 45.1 Lbs p OB0935, ��a�' , TY
Total Arra Area 140 S Ft ROFEss1oN� T -04
Array Dead Load 2.9Lbs/ Ft
( / _::�A
As er ASCE 7 - Method 1: Ig -2 a e - (LS) (TC)
P net =0 zt net30 a -2 t sec 6. .7 1 ne a e - #
CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along / CONTRACTOR
CRITERIA Pg mph ASCE7, psf Ib. rails, in.
A # 20 130 # 468 5/16" x 6" Stainless Steel64.. 61-0311 (BC) l EASTERN ENERGY
Roof Section B # TYP. TYP. # TYP, Lag Bolts
SYSTEMS, INC.
# WS) p° 7470 SOUND AVE
0 ° - MATTITUCK, NY 11952
LICENSE # 43889-H
A (F) : - 2'-24" LICENSE # 52689-ME
2'-2111
2 PROJECT NAME
" TYP.
For SI:1 pound per square foot=0.0479 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 -fi I [ 3 C%i
requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as „
determined from Figure R301.2(3),The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 �— 4'-2 ® M
or C 652, W < ,
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 FRAMING DETAIL �� ® ® `®
the minimum depth of footing below finish grade. ' M
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. UJ LJJ Z
d. The jurisdiction shall fill In this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure
category shall be determined on a site-specific basis in accordance with Section R301.2.1.4, UJ
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 0 UJ
International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience Z
as determined by the building official.
f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1.
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and ® ® I�
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 N
minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,
as amended or revised with:
TC)
i.The accompanying Flood Insurance Rate Map(FIRM),
ii.Flood Boundary and Floodway 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.
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 4� : f� : •� 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 g �
part of the table with"NO."
STRUCTURAL
i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the
100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." _____• _ ____.__ ___ A•. ___ ___ _ _.__ —__ _�• __ ___ _____ __ _ __ _______ _•�; __._. _____ ____. . -- -___
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 32'F)."
k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographicDRAWING SCALE
wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall Indicate"NO"In this part of the a J ,•
table. ® T
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 i �a
part of the table with"YES"and j 5'_�1" -EYP:_
m. In accordance with Section R301,2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall �� 4
indicate"NO"in this part of the table, SHEET NUMBER
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/fl2 for every 100 feet FRAMING DETAIL V m A
above 1000 feet. _ 2
(•) See Figure R301 2(4)B.
DESIGN&DRAFTING BY:
TO UTILITY GRID JAMIE MINNICK
NABCEP CERTIFIED
INVERTER(QTY 2) 051112-129
SOLAREDGE SEGDOQA-US,240 VAC
PHOTOVOLTAIC ARRAY SUMMARY 97 5%CEC-WEIGHTED EFFICIENCY LI L2 N
NEMA 3R UL LISTED,INTERNAL GFDI
STRING STRING STRING SU6-ARRAY INV, ^ BI•D)RY METER REVISIONS
I.D.0 MODULE MODEL LENGTH OTY pN POWER I.D,It = V INVERTER I.D.# UTILITY METER
O 1-PHASE,240 V DESCRIPTION DATE REV
t-x TRINA TSM-28ODD05A05(I)) 12.12 2 2. 6720 IN I 1 LI L N ORIGINAL 09-13-2017
3 TRINA TSM-28ODDOSA,OS(II) 10 1 10 2800 W 2 G G G N-1 2 t
1
I I j 2
I I I N u tt
I AC DISCONNECT POINT OF INTERCONNECRON
x
L-_--_- G---------- PER NEC FARDE TFR
!10Z4 DAC.60 A LOCATED FARTHEST FROM
1 ( I I 240 VAC,60 A THE MAIN DREPlO:fi
1 20 0 6t2 LI t2 • • 12 I I DC DIINT SCONNECT TED NEMA 3R,UL LISTED
I I UL 1741,NEMA 3R ) _� _-_�IN 8�AE DISCONNECT
____-____--_ p}_ _____-___ c ---__J ( - I
( WITH 15 A FUSES
STRING 1 STRING 2 I j u 1
1 G c " L2 �x CONTRACTOR
I
L------------------ ---- -- ---------------------I L1 LI EASTERN ENERGY
L2 L2 SYSTEMS, INC.
L1
7470 SOUND AVE
L1
I ----------- L2 L2
MAIN SERVICE PANEL MATTITUCK1 NY 11952
LICENSE # 43889-H
1-PH,3-W
x40 200 A LICENSE # 52689-ME
vac
I
OF NEW N
q0 y0 I
y�P � .SClgG I -
! EXISTING
n, �'f- � I I
I I ELECTRODE RS STDEMG
PROJECT NAME
W
�
N 2sFo 0solaa6-'� ��.�' z ® Ln
A
RoFEsstotLV < CY)
0 O
WIRE & CONDUIT SCHEDULE
�
LU Z
CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop ®(% W
I.D. # ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP BERATE DISTANCE W U
310.15(8)(3) 310,15(B)(28)/(3c) Z
I STRING INVERTER AWG #10 1 6 0.8 USE-2/PV Wire AWG#B 1 BARE CU FREE AIR 1" 709C 0.65 110 FT 0.8%
OR EMT ® O
2 INVERTER COMBINER PANEL AWG#8 1 6 0.8 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 459C 0.87 25 FT 0.6% �-
3 COMBINER MAIN PANEL AWG#6 1 3 1 THWN 2 AWG #8 1 THWN 2 CU PVC t" 459C 0.87 15 FT 0.6% N
O
ELECTRICAL NOTES
SHEET NAME
1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS
2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 909C WET ENVIRONMENT. Calculation
#1 PV Source Circuit Wire Amp
3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY 3-LINE ®IA.
TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. [NEC 690.8(B)(1)1: (Isc) *(#of strings)•(1.56) = 14.59 A CONFIGURATION
4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL AWG #10,ampacity*Temp Berate*Conduit Fill Berate= 20.8 A Modules per String 8+8
COMPLY WITH NEC 110.26. 20.8 A> 14.59 A,therefore DC wire size Is valid.
5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL #2 Inverter Output Wire Ampadty Calculation Strings per Inverter 2Number of Inverters i
FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL Inverter Output Circuit OCP Calculation(Inverter Imp)-(1.25) = 17.19 A Record low tem _109C
DRAWING SCALE
APPLICABLE CODES AND STANDARDS. AWG#8,derated ampacity*(Temp Berate)*(Conduit Fill Derate) = 38.28 A P
6.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, 38.28 A> 17.19 A,therefore AC wire size is valid. Voc Temp Coefficient -0.36%/9C N.T.S..�. a
THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. DC SYSTEM SPECIFICATIONS CALCULATIONS N
7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Ampacity Calculation Operating Current 17.7 A =(# of strings)-(Imp)
8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Combined Inverter Output Circuit Calculation(Inverter Imp)*(1.25) = 46.88 A Operating Voltage 350 V =(# modules in series)*(Vmp)
SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION.
9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E C.VIA WEEB LUG Max. System Voltage 500 V 1=(11modules inseries)*[(((-###%VPC*01)*(1-oTernpti#°C-25))*(Voc))+(Voc)]
AWG#6, ampacity*(Temp Derate)*(Conduit Fill Berate) = 65.25 A IFP;V
NUMBER
OR ILSCO GBL-4DBT LAY-IN LUG. Short Circuit Cunent 23.4 A =(#of strings)*(Isc)*(1,25)per Art. 690.8(A)(1)
10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS 65.25 A> 17.19 A, therefore AC wire size is valid. -
(positive/negative) AC SYSTEM SPECIFICATIONS
OR Max AC Out ut Current 17.19 A
10.)THE DC SIDE OF THE PV SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH NEC 690.35 Operating AC Voltage 240 V