HomeMy WebLinkAbout39621-Z Town of Southold 11/24/2015
m P.O.Box 1179
?%r*
53095 Main Rd
y,�®� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37920 Date: 11/24/2015
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1250 S Harbor Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 75.-7-1.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/18/2015 pursuant to which Building Permit No. 39621 dated 3/27/2015
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on an existing one family dwelling as applied for.
The certificate is issued to Petrauskas J W Sr Trt&Petrauskas A C Trt
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39621 7/7/2015
PLUMBERS CERTIFICATION DATED
Authorized Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
,Permit#: 39621 Date: 3/27/2015
Permission is hereby granted to:
Petrauskas J W Sr Trt & Petrauskas A C Trt
1250 S Harbor Rd
Southold, NY 11971
To: Installation of residential roof-,mounted solar panels as applied for.
At premises located at:
1250 S Harbor Rd, Southold
SCTM # 473889
Sec/Block/Lot# 75.-7-1.3
Pursuant to application dated 3/18/2015 and approved by the Building Inspector.
To expire on 9/25/2016.
Fees:
SOLAR PANELS $50.00
CO -ALTERATION TO DWELLING $50.00
ELECTRIC $100.00
Total: $200.00
Bui ding Inspector
Form No.6
TOWN OF SOUTHOLD.
BUILDING DEPARTMENT
TOWN HALL
76S-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 2110 of 1% lead. -
S. 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 epmpleted 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. Certificaie 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:4 (check one)
Location of Property: v�c�� ` ®`� �(� 1 c�. y WIN)
House No.
^Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section 1 Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for. Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature JC����\��y�^���
*pF SOU��®l®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G ® �� rimer.riche rt(aD-town.southold.ny.us
Southold,NY 11971-0959 R'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Joseph Petrauskas
Address: 1250 South Harbor Road City: Southold St: New York Zip: 11971
Building Permit# 39621 Section: 75 Block 7 Lot: 1 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Eastern Energy Systems License No: 52689-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment. 4.48 KW Photovoltaic System to Include,16- LG 280 Watt Panels with,
16-Enphase/Siemens M-250 Inverters,1-AC Disconnect
Notes:
Inspector Signature: , Date: July 7, 2015
Electrical 81 Compliance Form As
OF SOUlyOlo -
eou
t7
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION-
FRAMING /
NSULATION-
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
(4f&, - ®�
DATE / INSPECTOR '
' LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court • Smithtown, NY 11787-3011 (631)543-2953 fax(631)543-1526
Cell. 631-747-7495 E-mail. Ics4dO-aol.com
Thursday, July 23, 2015
Town of Southold
Building Department
Town Hall Annex Building
54375 Route 25
P. ®. Box 1179
Southold, New York 11971
Re: Certification Letter-Sixteen (16)2801h1 P. V. Roof Too
Solar Panel Array, 4.48 kW Total Output, for
Petrauskas Residence— 1250 South Harbor Road,
Southold, New York 11971
have reviewed the solar energy system installation in`the subject topic on 07/22/2015. The
units have been installed in accordance with the manufacturer's installation instructions and the
construction drawings approved by the Building Department of the Town of Southold.
The solar panel installation is in compliance with the requirements of the 2010 Residential Code
of New York State, ASCE-05 and N. F. P. A. Standard 70 "The National Electrical Code."
Markings in accordance with Section 690.53 of the National Electrical Code are provided.
To my best belief and knowledge, the work in this document is accurate, conforms with the
governing codes and standards applicable at the time of submission, conforms with
reasonable'standards of practice with the view,to the safeguarding of life, health, property
and public welfare.
Sincerely,
Luiai.Claudio Sciandra, Professional Engineer
of NEW Yo
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TOWN OF SOUTHOLD1.�®� 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 �J� Planning Board approval
FAX: (631)765-9502 �j I Survey
SoutholdTown.NorthForLnet PERMIT NO. ( l Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
C17Flood Permit
Examined ,20 Single&Separate
� MAR 8 2®15 I Storm-Water Assessment Form
2 Contact:
Approved ,20Lam-
a r HEFT IT�S�,AS�h �Yl9n
Disapproved a/c RONIN OF Sl�0''�
Phone:W�-M - )y
Expiration,206
Building Inspec
APPLICATION FOR BUILDING PERMIT
Date , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale. Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 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 extensioYi 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 applicatW o ame,if a corporation)
Eastern Energy Systems Bee,
7479 Sound Av®
$y1(MAHRU 952 (Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises 7S_0Sj� �A — ---- -
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized off r �n
oxy\ , ���nr� M'S111 �
(Name and title of corporateofficer)
Builders License No. 31:�g 9 -
Plumbers License No. N
Electricians License No. 5_D_ <6C� - m
Other Trade's License No. �1
1. Location of land on which proposed work i be done:
_
House Number Street Hamlet
q� G , �,
CountyTaxMapNo. 1000 Section BlockLot
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 O V v _1 Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Nz�fber";of dwc�d�ling 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.
se.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 V/ Will excess fill be removed from premises?YES NO ,
orRca,sou��i�9a� •
14.Names of Owner of premises Y65R� -�hrc�.0Address- hone No.X31 -°1(S-5(Q 6g
Name of Architect AdAss`s`� 4-No" Phone No t 3I -S`13 P aR S3
Name of Contractor CGS n 1= � SyS Address'"% Som R�Y Phone No.,W11-'"1rl 8009
15 a.Is this property within 100 feet of a tidal wetland ora freshwater wetiand? *YES NO V
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E:C. PERMITS MAY B"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,l"„o,>;below,.must provide topographical data on survey. "
18. Are there,any covenants and restrictions with respect-to this property? * YES. NO
V'
* IF YES,PROVIDE A'COPY.
STATE OF NEW YORK) '
SS:
COUNTY OF S
QW ,l�Y�\ being'duly sworn,deposes and says that,(s)he is the applicant
(Name of individual signing contract)above named,
(S@is the
(Contractor,Agent,Corporate Officer,etc.),
of said owner or owners,and is duly authorized to perform or have performed the said work and:to,make.and file this`application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith: `
Sworn tqefore me this
_day of 20
BLOZ 'oe t4ojDW 2ajldx3 uolsslww c
Notary Public Aiuno0-41o;jns u1 pel1!1D Signature of Applicant'
"990PM0 '9N
)I?JOA M3N d0 31M1S-Onand A8M ON
AM M M101awd
Scott A. Russell ° �� STO]KIA�1 WA\T]EIK
SUPERVISOR AG]ENCENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 ��'�� ` �; Town of So u th o l d
lk 'd
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
- - --- -- - ----- --- - -- - - -
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑® A. Clearing, grubbing, grading or stripping, of land which affects more
than 5,000 square feet of ground surface.
❑[ ] B. Excavation or filling involving more than 200 cubic yards of material
r
within any parcel or any contiguous area.
❑n. C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑[o D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
El E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map-of-any-watercourse.-
Eli" F. Installation of new or resurfaced impervious surfaces of 1,000 square ;
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.,
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
L ,- ``, I Dutnu
NAME: lU—l� 1� 1�V -/�
(Pari Section Block Lot
FOR BUILDING DEPARTMENT (.SE OILY
Contact Information
Tdaphwe N—bed
Previewed By: G
— — — — — — — — — — — — — — — — — — Date:
Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — —
lZ� 0 4\ [�,�- Approved for processing Building Permit.
`V Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
FORM " SMCP-TOS MAY 2014
SoUryo�
� o
Town Hall Annex Telephone(631)765-1802 i
54375 Main Road aaxx(631)7658g5Q2
P.O.Box 1179 Q roger.richert iown.sOUtMAny.us
Southold,NY 11971-0959 Qly C
BUILDING DEPARTMENT
TOWN OF SOUTHOLD �
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: ID, Qcr;d l
Company Name:
Name:
License No.:
Address: -1"rn
Phone No.: 31 rArAci— d X
JOBSITE INFORMATION: (`Indicates required information)
*Name:
*Address: of j� �jUY
*Cross Street:
*Phone No.: �� - (� _ SVK
Permit No.: Z
Tax-Map District: 1000 Section, S Block: 9 Lot: o
*BRIEF DESCRIPTION OF WORK Please Print Clearly)&s�'" foo-�
wc� SC)tcm
el'fess
(Please Circle All That Apply) I
*Is job ready for inspection:
YES/00 Rough In Final
*Do you need a Temp Certificate: YES NO
I
Temp Information (If.needed)
*Service Size: Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION I
i
i -
82-Request for Inspection Forth
CONSENT TO INSPECTION
the undersigned, do(es)hereby state:
Owner(s)Name(s)
That the undersigned(is) (are)the owner(s) of the)premisein the Town of
Southold, located at 1x50 50 bOr `icy Soy` 0�� I N1 M ,
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section "AS ,Block `� ,Lot 1 3
That the undersigned(has)(have)filed, or cause to be filed,an applica ion in the
Southold Town Building Inspector' Office for the following: �CeS�k, 4i&X-00�-wvb Y� ,-
y.<gO " SSNoA- N s S !� LQ a b \Ar- t s 1 card Vwn S_
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,rule's 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: "
1`11g e 1-0,S G
(Print N me) _ 7
(Signa re)
(Print Name)
pF SO(�jy®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �l� .gypyQ
'rou
July 8, 2015
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Eastern Energy Systems
7470 Sound Ave
Mattituck NY 11952
Re: Petrauskas, 1250 S Harbor Rd, Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE: Certification by an Architect or Engineer stating the panels were installed to the roof per
NYS Building Code ("'t
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff-Approval from Town Engineer
BUILDING PERMIT — 39621 - Solar
SUFFOLK CO HEALTH DEPT APF
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. :U'%OZE':>'v_I i :VAC• � I u1
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w STATEMENT OF INTENT
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CONFORM TO THE STANDARDS OF
I�T6�7�i�• J O 6 W .
ti 20939 SUFFOLK CO DEPT OF HEALTH SERF
- / Q ISI
30tx= ~ APPLICANT
SUFFOLK COUNTY DEPT OF HET
SERVICES — FOR APPROVAL
0 I CONSTRUCTION ONLY
o I DATE
C ' AI H S REF NO
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1 ' III
SUFFOLK CO TAX MAP DESIGNATIO",
• - i lL 2 /i DIST. SECT BLOCK pC'.
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OWNERS ADDRESS
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SUiZVEYED FOR. NOTES: LCaM au cr.�ah Af
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TOWN OF SJUTHOLD NY �'J 0 COA¢sr SEAL -
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GUARANTEED TOJlCC2T1TlE GUARl��1TEE SAND E -•..� f
_ �QCjd .�E. c•.,�� •,
1 2 L{ 1 SURVEYED-HJNE 6.[9g4 �MPMIY AND
TO ULSTER SAVfh1G5&1NK
AS SURVEY SEDC;27 1 I.FU
MAPAMENDW-juIL---L� ROD ICK vAN TU P. 4' lk
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BLDG DEPT _ .-SEPT.27,1
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TOWN OF SOUTHOLD LICENSEDLAINDSURVEYORS t2
GREENPORT NEW YORK
••mr.a roa r.e!m ,
APPR VEE AS NOTED
DAT ;�� -
(� R.P.# 602 � COIv: 'L`;' ? E i 1-I ALL CODES OF
„
FE N�:V�i ` 0r�K ;3-('ti;i E & TOWN CODES
BY:
NOTIt BUILDING DEP,�,RT1trEN1 Al AS REQUIRES ;'TIONS OF
765-1802 8 AM TO 4 I'M FOR THE SOLS
FOLLOWING INSPECTIONS: - --
1. FOUNDATION - TWO REQUIRED LU BOARD
FOR POURED CONCRETE
2. ROUGH - FRAf,AING & PLUMBING ��- - -' " , EES
3. INSULATION
4. FINAL - CONSTRUCTION MUST ffi
BE COMPLETE FOR U-0.
ALL CONSTRUCTION SHALL MEET THE r%CUPANCY OR
REQUIREMENTS OF THE CODES OF NEWS
YORK STATE. NOT RESPONSIBLE FOR USE 15 UNLAWFUL
DESIGN OR CONSTRUCTION ERRORS.
WITHOUT CERTIFICATE
OF OCCUPANCY
raLrECTPHCAL
�,a�,SPECTIUN REUVRED
WIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 • fax(631)543-1526
E-mail: Ics4d@aol.com
Saturday, November 08, 2014
Eastern Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Sixteen (16) 280 W P. V. Roof Top
Solar Panel Array, 4.48 kW Total Output, for
Petrauskas Residence— 1250 South Harbor Road,
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 rafters for the existing roof
structure
• Design drawings of the proposed system to include site plan, roof plan, mounting details
for the solar panels. This information was prepared by E2Sys and will be utilized for
approval by the 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 offerthe following
comments:
The existing roof type is corrugated metal, 2"x10" Douglas Fir rafters at 16"on center, 400 roof
pitch, 2"x10" ceiling joists at 16" on center. Our review of the photos of the exterior roof
indicates no signs of settlement or misalignment caused by overstressed underlying structural
members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design wind speed (3 sec. gust): 120 mph
Ground snow load: 20 lbs/sq. ft.
1
Solar Array Dead Load: 2.6 lbs/sq. ft.
Total Weight of Array 1: 426.48 lbs
Total Weight of Array 2: 215.04lbs
Total Weight of Array 3: 215.04lbs
The above values are within acceptable limits of recognized industry standards for similar
structures.
The structural analysis performed for the existing structure and for the solar panel arrays,
utilizing the above design loads, indicates that the existing roof rafters will be able to supports
the additional panel weight without damage, if installed correctly.
The onsite inspection and the photographs show that the roof framing is in good conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the roof structure. If any deflection is noticed, than it is
recommended that the solar panels be cleared of accumulated snow more than one (1) foot
deep over a period of one week. If no deflections are visible under any snow loading over a
period of time, then there is no need to clear the solar panels.
Based on the above evaluation, it is the opinion of the undersigned professional engineer, that
with appropriate solar panel anchors being utilized,the roof system will adequately support the
additional loading imposed by the solar panel arrays.
This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001
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
igi Claudio Sciandr , P. E.
OF NEW I"O
SCIAIV, '�
r
F� 60935
p�OFESSIONP�
2
SCOPE OF WORK DESIGN&DRAFTING BY:
JAMIE MINNICK
NABCEP CERTIFIED
TO INSTALL A 4.480 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE ,s'° ,�^ r, 051112-129
PETRAUSKAS RESIDENCE, LOCATED AT 1250 SOUTH HARBOR ROAD, SOUTHOLD, NY 11971.
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED ` �� REVISIONS
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. �, ��• \�
DESCRIPTION o
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. 9-2 REV
T E IVB RATING ' �` j ORIGINAL 01-19-2015
SYS t f
4.480 kW DC STC
3.940 kW,DC PTC
3.077 kW CEC-AC
EQUIPMENT SUMMARY
6 LG275S1C-B3 PV MODULES OF NEVI/
I 16 ENPHASE/SIEMENS M250 INVERTER �,`Q `C SC'q �O,�j� �r CONTRACTOR
IRONRIDGE XRS1000 MOUNTING SYSTEM v�G �110�� y 4
SHEET INDEX
* �
PV-1 COVER 4U�
PV-2 SITE PLAN SOLAR UNIVERSE
PV-2.1 ROOF PV LAYOUT � �\ } ' 7470 SOUND AVE
PV-3 STRUCTURAL/ DETAILS & SECTIONS SO 060935'1 ��O ` a MATTITUCK, NY 11952
GOVERNING CODES AROFESSION� �.� ; f ` .� LICENSE # 43889 H
PROJECT NAME
2011 NATIONAL ELECTRICAL CODE
2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE PROJECT LOCATION W o
UNDERWRITERS LABORATORIES (UL) STANDARDS
OSHA 29 CFR 1910.269
� �
® tom.
GENERAL NOTES p w
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS o >"
AT THE SITE PRIOR TO STARTING TO WORK AND SHALL W Z
FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS
AND MAKE WORK AGREE THE SAME.
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, J
10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. •. r.
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, i
FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION, ETC. ADEQUATE FOR THE
REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE SAME PRIOR TO COMMENCING WITH WORK.
AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR o O
JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE UJ
N
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND d--
THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE
NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER
PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR SHEET NAME
ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS
5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION.
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE - COVER
SPECIFICATIONS. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY
6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE EXISTING CONDITIONS:`EACH CONTRACTOR SHALL VERIFY
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND
N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK.
DRAWING SCALE
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS
WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS • _ N.T.S.` S
8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE • /
AND SHALL REMAIN THE PROPERTY OF THE ENGINEER WARRANT.
14. AT THE COMPLETION OF WORK, THE SITE TO BE
WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE SHEET NUMBER
EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE
OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW PV-1
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT.
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS
RESULT OF HIS WORK.
DESIGN&DRAFTING BY:
JAMIE MINNICK
NABCEP CERTIFIED
051112-129
REVISIONS
DESCRIPTION DATE REV
ORIGINAL 01-19-2015
01
LEGEND DRIVEWAY CONTRACTOR
EXISTING UTILITY METER
MAIN SERVICE PANEL 3'
NEW PV SUB-PANELS
A/C DISCONNECT
COMBINER
INVERTERS -
?y} GND ELECTRODE 2
PV MODULE g 05 o 740LAR 70 SOUNDARSE
VERACKING RAIL =o Q ^ry MATTITUCK, NY 11952
O ATTACHMENT POINT p LICENSE # 43889 H
--_RAFTERS
�–ROOF PITCH ANGLEo
V ��
"`a•SUNRUN METER 2 6' (/D PROJECT NAME
o
Qo0 �° n
®VENT - �ry N� N V
OPLUMBING VENT Z O
®SKY LIGHT X
®CHIMNEY 2' Lij� C"
®COMPOSITE SHINGLES `—
GOOD CONDITION a WFn O
POTENTIAL SHADING ISSUES
TRIM/REMOVE AS NECESSARY -- - I�Ixy
\ ( (1) 3: 0
O
01
DD
OF NEW � Ln
O W N
-�
CO J\G� SCIgN� �-
SHEET NAME
SITE PLAN
CONSTRUCTION SUMMARY / '!.
060936-'\
(16) LG280S1C-B3 PV MODULES, 4.480 kW DC STC
(48) ATTACHMENT POINTS @ 64" OC MAX. I / pROFESSIONF'� DRAWING SCALE
(188) LF ALUMINUM UNIRACK RAILS
Roof Type = Corrugated Metal CONSTRUCTION NOTES N.T.S.
Roof/Array #1 - Pitch: 40°, Azimuth: 248°
Roof Structure = 2X10 Douglas Fir Rafters 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
Roof/Array #2 - Pitch: 40°, Azimuth: 1610 MANUFACTURER'S INSTALLATION INSTRUCTIONS.
Roof Structure = 2X10 Douglas Fir Rafters 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. SHEET NUMBER
Roof/Array #3 - Pitch: 400, Azimuth: 680 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FI ELD'VERIFI CATION.
Roof Structure = 2X10 Douglas Fir Rafters PV-2
DESIGN&DRAFTING BY:
JAMIE MINNICK
NABCEP CERTIFIED
051112-129
REVISIONS
DESCRIPTION DATE dREV
ORIGINAL 01-19-2015
OF NEIN YO
5 G. SCIA
v
lz
CONTRACTOR
O �
v
ROFESSIONP NOTE:
"SPACING BETWEEN PV MODULES TYP.
ARRAY #3 DIMENSIONS ARE FROM EDGE OF PV MODULES
4 MODULES TO EDGE OF ROOF SHINGLES TYP.
40^PITCH SOLAR UNIVERSE
LEGEND I I I I 7470 SOUND AVE
EXISTING UTILITY METER MATTITUCK, NY 11952
®MAINSERVICE PANEL I f I LICENSE # 43889 H
NEW PV I
® SUB-PANELS
A/C DISCONNECT
COMBINER I PROJECT NAME
INVERTERS - -
GND ELECTRODE LLJ
- - - - - - O
- PV MODULE U
RACKING RAIL I - - - _ W LL r�/
O ATTACHMENT POINT cn I _ - _ Q
---RAFTERS ^
ROOF PITCH ANGLE I m
' Lu
"'',""SUNRUN METER /�/
V w ¢ z
®VENT ° '^
PLUMBING VENT l I I i - - - - - - - �� o
4 ryo = J
®SKY LIGHT LV - — — — -- -- - — - ARRAY #2 '� O
®CHIMNEY I I - — — - — - 4 MODULES
®COMPOSITE SHINGLES I - _ 40°PITCH Q o D O
GOOD CONDITIONQ D
POTENTIAL SHUES 0 co
TRIM REMOVEADING AS NECESSARY ARRAY #1 I I1 1 I /L.1_
8 MODULES I I I _ _ _ _ _ ty Z CIV 0 (o
"PITCH Lu N
I � �
I j
I
I�V I I — _ SHEET NAME
i
ROOF DETAIL
I
I
IIIIIIIIIII ; IIIIII � II
1 I DRAWING SCALE
N.T.S.
SHEET NUMBER
PV-3
LOAD CALCULATIONS ARRAY #1 ARRAY #2 ARRAY #3 DESIGN&DRAFTING BY:
JAMIE MINNICK
}� NABCEP CERTIFIED
Module Wei ht 36.96 Lbs 3 6.9 6 Lbs 36.96 Lbs �� OF EVv 0 JAMIE
MINI
# of Modules 8 4 4
Total Module Weight 295.68 Lbs 147.84 Lbs 147.84 Lbs P GAG SC!'gN
Total Lencrth of Rail 92 Ft 48 Ft 48 Ft
REVISIONS
Rail Weight per Foot 0.9 Lbs 0.9 Lbs 0.9 Lbs
+ DESCRIPTION DATE REV
Total Rail Weight 82.8 Lbs 43.2 Lbs 43.2 Lbs
ORIGINAL 01.19-2015
# of Standoffs 24 12 12 r
Weight per standoff 2 Lbs 2 Lbs 2 Lbs /
Total Standoff Weight 48 Lbs 24 Lbs 24 Lbs
at ray Weight 426.48 Lbs 215.04 Lbs 215.04 Lbs
Point Load 25 Lbs 25 Lbs 25 Lbs Fo 060935-",
Total Array Area 128 Scl F11 72 72 p7-?OFESSIONP 10
Arrav Dead Load Al hq/-Rn Ftl 2.6Lbs/Sg Ft 2.6Lbs/Sq Ft
As per ASCE 7 - Method 1: 0 fig 6-2 # tae - t (E) 2x10 RAFTER 12
P net =0 Kzt 1 Pnet30eq 6-2 Kzt sec 6.5.7 1 Fnet3u (toble - # DOUG FIR @ 16" O.C.
CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener
CONTRACTOR
GEOGRAPHIC DESIGN Category Snow.Load 3 sec gust pnet30 per pullout load Fastener Type spacing along
CRITERIA Pg mph ASCE7, psf Ib. rails, in. _
A # 20 120 # 468 5/16" x 3-1/2" Stainless Steel ARRAY #1, #2
B # TYP. TYP. # TYP. Lag Bolts 40 DEG
Roof Section # 72
# SOLAR UNIVERSE
.# 7470 SOUND AVE
MATTITUCK, NY 11952
TABLE RR301.2-1 � — LICENSE # 43889 H
_ _ (E) 2x10 CEILING JOIST DOUG FIR @ 16"
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA O.C;_ PROJECT NAME
—1- I -- —i— _ I - — --- —
_ WIND_ _ SUBJECT TO DAMAGE FROM (E) EXTERIOR WALL U
_ Q
GROUND SPEED _ _ FROST_ _
SNOW 3 SEC SEISMIC— LINE ICE SHIELD _ W a1
LOAD GUST _ DESIGN_ _ DEPTHb TERMITE` UNDERLAYMENTFLOOD CC
ROOF FRAMING DETAIL
(PSF) (MPH) CATEGORYe WEATHERINGa (FT-IN) REQUIRED9 HAZARDf 1 V) O
20 110 C _ _ SEVERE V-0" MODERATEYES —_ NO SCALE: 1/2" = 1'-0" W z
TO HEAVY Q
For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h (n = 0
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structuralSTAINLE ��)/ _ 0
requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," BOLT AND NUT V ~
"moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The 0
grade of masonry units shall be determined from ASTM C 34,C 55,C 62;C 73,C 90,C 129,C 216 or C 652. V M
MODULE MOUNTING CLIP J
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in thew 0 0
frost line depth column with the minimum depth of footing below finish grade. Ln
ni
C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has PV MODULE-\ ALUMINUM FLASHING
been history of local subterranean termite damage
ALUMINUM PV
QUICKMOUNT
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ALUMINUM RAIL
SHEET NAME
R301.2(4)].Wind exposure category shall be determined on'a site-specific basis in accordance with Section
R301.2.1.4. STRUCTURAL
e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section
5/16"x 6"STAINLESS
R301.2.2.1. `
RAFTER /16"x
STEEL LAG BOLT WITH
�_2 1/2"MIN THREAD
f. The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood PENETRATION SEALED
WITH GEOCEL 4500
Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the DRAWING SCALE
date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be COMPOSITION ROOF ALUMINUM"L"BRACKET A
amended. S NOTED
g. In accordance with Sections R905.2.7.1,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." SHEET NUMER
i. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for MOUNTING DETAIL PV-4
sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased 2
from the mapped value by 2 psf for every 100 feet above 1000 feet. SCALE: 1 1/2" = 1'-0"