HomeMy WebLinkAbout41247-Z %U F� Qt'fCQ ,a Town of Southold
2/28/2017
a.. � P.O.Box 1179
53095 Main Rd
Pz ,aO� r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38845 Date: 2/27/2017
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 29400 CR 48, Peconic
SCTM#: 473889 Sec/Block/Lot: 74.-4-2.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/21/2016 pursuant to which Building Permit No. 41247 dated 12/27/2016
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 Ryan,William&Nancy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41247 2/1/2017
PLUMBERS CERTIFICATION DATED
Authorized Signature
sIIfFOtfl.G Town of Southold 2/28/2017
P.O.Box 1179
. ' 53095 Main Rd
�Ajy�1 Southold,.New York 11971
CERTIFICATE OF OCCUPANCY
No: 38846 Date: 2/27/2017
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 29400 CR 48,Peconic
SCTM#: 473889 Sec/Block/Lot: 74.4-2.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/21/2016 pursuant to which Building Permit No. 41247 dated 12/27/2016
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 accessory garage as applied for.
The certificate is issued to Ryan,William&Nancy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41247 2/1/2017
PLUMBERS CERTIFICATION DATED
Authorized Signature
TOWN OF SOUTHOLD
SOW 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#: 41247 Date: 12/27/2016
Permission is hereby granted to:
Ryan, William
29400 CR 48
Peconic, NY 11958
To: install roof-mounted solar panels on existing single-family dwelling and on accessory
garage as applied for. Two CO's are required simultaneously.
At premises located at:
29400 CR 48, Peconic
SCTM #473889
Sec/Block/Lot# 74.-4-2.1
Pursuant to application dated 12/21/2016 and approved by the Building Inspector.
To expire on 6/28/2018.
Fees:
SOLAR PANELS $50.00
SOLAR PANELS $50.00
ELECTRIC $100.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
CO -ALTERATION TO DWELLIN $5�-
Building Inspec or
Form No.G ?f11.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY ''
y(.
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-Rdsidential $15.00, Commercial $15.00n
Date.
New Construction: A �l Old or Pre-existing Building: (check one)
Location of Property: Zai 4-U 0 CeAAl�� Krt A-13 N ICO)n
House No. Street Hamlet
Owner or Owners of Property:
Q"
Suffolk County Tax Map No 1000, Section � ��- 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
®��OF SOU��,®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 ® �Q roger.richert(a)-town.southold.ny.us
Southold,NY 11971-0959 011
uffvi
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Ryan
Address: 29400 CR 48 City: Peconic St: New York Zip: 11958
Budding Permit#: 41247 Section: 74 Block: 4 Lot. 2.1
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: 8.7 KW Roof Mounted Photovoltaic System to Include; 29 - LG - 300 Panels,
29- Enphase M250 Micro Inverters.
Notes:
Inspector Signature: Date: February 01, 2017
i
0-Cert Electrical Compliance Form.xls
OE SOUTyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTORC2
4 ►a��
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 Ics4d(?Daol.com
Wednesday, January 18, 2017
Town of Southold
Building Department
Town Hall Annex Building
54375 Route 25
P. O. Box 1179
Southold, New York 11971
Re: Certification Letter-Twenty Nine (29) 300 W P. V. Roof Top
Solar Panel Array, 8.70 kW Total Output, for
Ryan Residence—29400 County Road 48
Peconic, New York 11958
1 have reviewed the solar energy system installation in the subject topic on 01/12/2017. 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 2015 International
Residential Code, the 2016 New York State Supplement to the Uniform Code, the 2015 Wood
Frame Construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other
Structures", the 2014 NFPA 70 Standard "The National Electrical Code", current industry
standards and practice and based on documentation and data supplied by E2Sys at the time of
this report.
To my best belief and knowledge, the work in this document is accurate, conforms to the
governing codes and standards applicable at the time of submission and conforms with
reasonable standards of practice with the view to the safeguarding of life, health, property and
public welfare.
Sincerely,
OF NEVI/y
yO SCIgry�O R
D 9125V[R
D
FEB 2 7 2017
2s�o 060935='
AROPE S310NEU"ING DEFT
Luigi Claudio Sciandra, Professional Engineer.
TOWN OF SOUTHOI.D
FIELD INSPEMgN 1 FORT AA'z'E
Foul olw(I T)
FOUND�,TS4I� (2N1�) �
o
ROUGH FR4NnNQ&
PLUMMN'G
INSULATION PES N.Y.
STATE ENERGY CODE
c
Sl
1
.N • 1.
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the folloNmg,before applying
TOWN HALL Board of Ilealth
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 rvey
South oldTown.North Fork.net PERMIT NO. Check
Septic Form
N
Trustees ustees
Flood Permit ,',j;•
Examined �U�3 � Stonn-Water Assessment Form
-
'Contact:
'Contact:
Approved o Y q 20�1j Mail to
2 l -+4. �cyijinye J
Disapproved a/c pEc 40
Phone-
Expiration I -7 /} ,9 /�/� .�•�;;
Expiration 204, ���ir Dom$ L,,�l - T-i�`I - `-oc ' y',
or
® Building Ins �I�
tv
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,tite 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 budding shall be occupied or used in whole or in pan 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 foi 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
ignature of applicant or name.if a corporation)g
(Mailing address of applicant) I
Slate whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If a=P. ,, do , ture of duly authorized officer
(Name and title of corporate
officer)
Builders License No. F 1
Plumbers License No.
Electricians License No. S lD sL _ Y
Othei Trade's License No
1. on whicl Locati n flan proposed work will bedone
06 X61 [A)1-k Rok: Ptco1�1 k C.
House Number StreetHamlet
County Tax Map No. 1000 Section q4- Block 14 Lot Z i 1
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:Fr6nt 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 premises?YES NO
14.Names of Owner of premisps Jbi Address IM60 bVVI'W -Phone No. L951-82-0-o52-3
Name of ArchitectAddressfSWIM19ACIn 9+-9MIM80N
Name of Contractor Ej.1610A C-nefoff�OVYISAddress-74-10 noby-VI A-IJ,*,Phone No. --T-461- -4()()d
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.
Z STATE OF NEW YORK)
0 SS.
0 COUNTY OF
0
C3
a Z Y)
a being duly swom,deposes and says that(s)he is the applicant
0 (Name of individual signing contract)above named,
C1
— 0 22
M 5 �
X3 in 0 (S)He is the
=r CA > >' >— (Contractor.Agent,Corporate Officer,etc.)
a M >
o �J o x of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application,
01
o
0 ca .4
0- - > that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be
wZ0 .5, performed in the manner set forth in the application filed therewith.
C M
Sworn to before me this
R Ax� day of 20
am
X
Notary Public Signature of Applicant
Scott Aa Mussell °S"rF� STOIKIWW.A\TIE]R,
SUPERVISOR I�vItA\�A\\UEAMIJENT
SOUTHOLD TOWN HALL-P.O.Boa 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 �/ ,Town of Southold
CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET
( TO BE CON[PLETED BY THE APPLICANT )
-DOES TF-11S PROJECT I�v�%OiL�E =1t�1 OI T EO'Lf C7',�'II��C�:
Yes \o CHECK ALL THAI APPLl1
l
®® 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
i;
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
i ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
Site preparation within-the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.® F. Installation of ne« 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.
�—---- Date
APPLICANT (Proretr,On net.Design Piofcrsional.-\gent.Contractor.Otherl S.C.'rAl. `. 1000
(] Dl:trtct
NAME. 1 -isk v' V off, a; � A 1A
/� Section Block Lot
Contact Information
�Y�U�-
FOR 8l 1LD1\G EP_�PtiT111IN r USE ON Y•. Y,.
Trl-Fee•v�u—.
Re\Iewed Bv:
Date: _
11 Pro erty Address/Location of Con,,tructloll Work: — — — — — — — — —T — — — — — —
2A4-6 Apprrned For piocessin;Building Permit.
n 'nY ` ) \Stornmaier Management Control Plan Not Required.
Stormwater Management Control Plan is Requu•ed.
i (Foi ward to Engineering Department for Re\,Iew.)
FORM SMCP-TOS ivlAY 2014
S
Town Hal!Annex 41 41
54375 Main Road Telephone(631)751802
P.O.Box 1179 CO-2 rogend hertat�_ q 1) 'uJ9o' 5
� 0 own.sou o a nv us i
Southold,NY 11971-4959 a
BUa DING DEPARTMENT
TOwx OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 12-)
a �A
Company Name: �� �,t��l f S�(�M
Name: I\J
J0, oo rX
License No.: 6_ LIM - ME
Address: _1+_+0, S[AA n 6 4e . -
Phone
e .Phone No.: 'A _ 4 0
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: q q 61) Q 1A 1� -con 1
*Cross Street:
*Phone No.: R; I -T75 0 5 3
Permit No.: L4 Gf�41_) - I
Tax-Map District: 9000 . Section: Block: Lot: _ Z; I
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
2 L - SOON 1",-6a- 00,
- 2q hCAsL Wrlr0 Tn\Jty, VS, ,M d - 2LL X22
(Please Circle All That Apply)
Is fob ready for Inspection: YES NO Rough In Fina
*Do.you need a Temp Certificate: YES O
Temp Information(It needed)
*Service Size: 9 Phase 313hase 700 950 200 300 350 400 Other
'New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
B24Request for Inspection Form
®��OF SOU��,®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G ® Q
Southold,NY 11971-0959 'P®lyC®UN��� �
February 17, 2017
BUII_DING DEPARTMENT
TOWN OF SOUTHOLD
Eastern Energy Systems
7470 Sound Ave
Mattituck NY 11952
Re: Ryan, 29400 CR 48, Peconic
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy.
ft OTE: Engineer's certification letter required stating the panels were installed to the roof per NYS
Code
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 411/84)
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 —41247 — Solar Panels
CONSENT TO INSPECTION
1'x'1 ��C�11�1 , the undersigned, do(es)hereby state:
Owner(s)Names)
That the undersigned (is) (are)the owner(s) of the premises W* the Town of
Southold, located at ER f'(� 0 d . -ft CoY-1
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section -74- , Block 4- , Lot 2- 1
That the undersigned (has) (have) filed, or cause to be filed, an applica 'on in the
Southold Town Building Inspector's Office for the following: 0A CL ( Y)e
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:
ignature)
(Print Name)
(Signature)
(Print Name)
Iz Oo ,
2-0,
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APPR,OV ® AS NOTED
DATE:
FEE: BY: ELECTRICAL
NOTIFY BUILDING DEPARTME T INSPECTION REQUIRE®
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
It 3. INSULATION RETAIN STORM WATER RUNOFF
4. FINAL - CONSTRUCTION MUST PURSUANT TO CHAPTER 236
BE COMPLETE FOB C.O. OF THE TOWN CODE.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
S9k49�Ni>11MC�8QA ISD
OCCUPANCY OR
I,SE 1S UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953-fax(631)543-1526
E-mail:Ics4d@aol com
Monday, December 12, 2016
Eastern Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Twenty Nine(29) 300 W P. V. Roof Too
Solar Panel Array. 8.70 kW Total Output, for
Ryan Residence—29400 County Road 48
Peconic. New York 11958
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.
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 offer the
following comments:
The existing roof type is provided with asphalt shingles, '/"plywood decking,2"x6"Douglas Fir
rafters at 24" on center, 2"W Douglas Fir ceiling joists at 24'on center,with 29°roof pitch for
Array#1,2"x4"dimensional rafters at 24", 2"x4"dimensional ceiling joists at 24"on center, 330
roof pitch for Array #2. 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): 130 mph
Ground snow load: 20 lbs/sq. ft.
1
Solar Array#1 dead load: 2.6 lbs/sq. ft.
Total Weight of Array 1: 836.84 lbs
Solar Array#2 dead load: 2.8 lbs/sq. ft.
Total Weight of Array 2: 555.30 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 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 2015 International Residential Code,the 2016 New
York State Supplement to the Uniform Code, the 2015 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,
uigl Claudio Sci ndra, P. E.
OF NEW yOR
5�JAG`G.sC►A /V
060935'"
pROFESSIO
2
SCOPE Or WORK DESIGN&DRAFTING BY-
JAMIE MINNICK
NABCEP CERTIFIED
TO INSTALL A 8.7 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE 051112-129
RYAN RESIDENCE, LOCATED AT 29400 COUNTY ROAD 48, PECONIC, NY 11958.
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED a REVISIONS
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT.
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. 2 A DESCRIPTION DATE REV
ynta�y ORIGINAL 11-11-2016
SYSTEM RATING -
8.7 kW DC STC
7.25 kW AC STC
OF NEW YO
yrP C
Sc �r
EQUIPMENT SUMMARY
29 LG-300N1K-G4 60 CELL PV MODULES Baa
29 ENPHASE MICRO INVERTER M250-60-2LL-S22 �2 CONTRACTOR
I IRONRIDGE XR100 MOUNTING SYSTEM
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SHEET INDEX pROFESSIONP-
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PV-1 COVERa
PV-2 SITE PLAN PROJECT LOCATIONSOLAR UNIVERSE
PV-3 ROOF PV LAYOUTi�
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PV-4 STRUCTURAL/ DETAILS &SECTIONS 7470 SOUND AVE—�" MATTITUCK, NY 11952
GOVERNING CODES9` h;im � �,-_i LICENSE # 43889 H
2014 NATIONAL ELECTRICAL CODE' f " PROJECT NAME
2015 INTERNATIONAL RESIDENTIAL CODE & 2016 NYS SUPPLEMENT /� � vaaaw Q®
UNDERWRITERS LABORATORIES (UL) STANDARDS u/ 114-
OSHA 29 CFR 1910.269
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GENERAL NOTES U
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS �a „ �
AT THE SITE PRIOR TO STARTING TO WORK AND SHALL * s'
FAMILIARIZE HIMSELF-WITH THE INTENT OF THESE PLANS `*'
AND MAKE WORK AGREE THE SAME. 4
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED
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�M.a.,
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,
10. CONTRACTOR TEFFECT AND MAINTAIN INSURANCE, I.E.
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED
FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, ® Z
REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE (.�
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 ® W
JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE ,I- a-
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS a1
EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND `, ' f" CV
THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND .
NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE
NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER
PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL *_.
BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR =4-,R sHeer 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
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY
EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND
N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK.
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE ry DRAWING SCALE
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WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS ,3-
ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS gy�4t � a°Te .
8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE
WARRANT.
AND SHALL REMAIN THE PROPERTY OF THE ENGINEER
14. AT THE COMPLETION OF WORK, THE SITE TO BE
WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ` =
EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY CLEARED ALL DEBRIS AND EXCESS MATERIALS. THE :
FACILITY IS
TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER
OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW It 1-1
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. v
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS
RESULT OF HIS WORK.
I
/ ENABCEP
GN&DRAFTING BY:
JAMIE MINNICK
LEGEND / CERTIFIED
051112-129
G MAINSEXISTING UTILITY METER OF NEI)'
MAIN SERVICE PANEL �� O
NEW PV SUB-PANELS
A/C DISCONNECT ;J C9 GSC SCIA REVISIONS
COMBINER DESCRIPTION DATE REV
INVERTERS '9
B GND ELECTRODE ORIGINAL 11.11-2016
PV MODULE
RACKING RAIL
O ATTACHMENT POINT �`Q 06093rj-�
---RAFTERS AROFESSION�
-0—ROOF PITCH ANGLE
SUNRUN METER
®"ENT DRIVEWAY
OPLUMBING VENT CONTRACTOR
®SKY LIGHT
®CHIMNEY
OSITE GOOD CONDITION SHINGLES -
[]POTENTIAL
SHAD
AING ISSUES
TRIM8ARY '-4" 7'-5" of
9„ SOLAR UNIVERSE
7470 SOUND AVE
DETACHED GARAGE MATTITUCK, NY 11952
-O LICENSE # 43889 H
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PROJECT NAME
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CONSTRUCTION NOTES
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2
3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
ENAB
&DRAFTING BY:
MIE MINNICK
I\ CEP CERTIFIED
DRIVEWAY051112-129
\\ REVISIONS
DESCRIPTION DATE REV
ORIGINAL 11-11-2016
,I
—14-O21 LEGEND
G EXISTING UTILITY METER
MAIN SERVICE PANEL DETACHED GARAGE
// NEW PV SUB-PANELS
A/C DISCONNECT
FIRE-SET-BACK
Oz/ COMBINER
/�// /%I-'�/i ,j%/ %✓/ ////i�/;/, INVERTERS
e GND ELECTRODE CONTRACTOR
PV MODULE
RACKING RAIL
O ATTACHMENT POINT ARRAY #2
---RAFTERS 11 MODULES
fj1 1 -4--ROOF PITCH ANGLE 33°PITCH
s�SUNRUN METER 253°AZIMUTH SOLAR UNIVERSE
_ - ®VENT 7470 SOUND AVE
;Qi MATTITUCK, NY 11952
PLUMBING VENT
! ! LICENSE # 43889 H
/I— ! ®SKY LIGHT
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,u)� ®CHIMNEY
ARRAY #1 PROJECT NAME
sW' COMPOSITE SHINGLES
18 MODULES ice/ - - - 3.. ®GOOD CONDITION 00
�� 23'-14 POTENTIAL SHADING ISSUES I d-
29°PITCH / TRIM/REMOVE AS NECESSARY 1 1
127°AZIMUTH '_ - - - - JC.
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NOTE: O C)
-/F,IRE'SET;BACK="-//
��, SPACING BETWEEN PV MODULES TYP
— DIMENSIONS ARE FROM EDGE OF PV MODULES N
TO EDGE OF ROOF SHINGLES TYP.
CONSTRUCTION NOTES
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NAME
MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF DETAIL
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING.
3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
CONSTRUCTION SUMMARY OF NEW yo DRAWING SCALE
(29) LG-300N1K-G4 BLACK ON BLACK MONO X NEON 60 CELL PV MODULES, 9.000 kW DC STC co \G�° SCAMP N.T.S.
(29) ENPHASE MICRO INVERTER M250-60-2LL-S22
(64) ATTACHMENT POINTS @ 64" OC MAX.
(259) LF IRONRIDGE XR100 MOUNTING SYSTEM -
ROOF TYPE = ASPHALT SHINGLE ��� SHEET NUMBER
ROOF STRUCTURE = ASSY #1, 2X6 DOUGLAS FIR RAFTER @24" O.C. �6 060935 � PV-3
ROOF STRUCTURE = ASSY #2 2X4 DOUGLAS FIR RAFTER @24" O.C. �n
ROFESSIO��
LOAD CALCULATIONS ARRAY #1 ARRAY #2
Module Wei ht 37.48 Lbs 37.48 Lbs ITEM DESCRIPTION ARRAY #1 ARRAY #2 DESIGN&DRAFTING BY•
# of Modules 18 11 R Rafter 2"x6" D-FIR @24" O.C.2"x4" DIMENSIONAL @24" O.C. JAMIE MINNICK
Total Module Weight 675 Lbs 413 Lbs (D) Decking 1/2" PLYWOOD 1/2" PLYWOOD NABCEP CERTIFIED
Total Length of Rall 138 Ft 121 Ft OF New y (B) Batten/Purlin 1"x2" @ 6" O.C. 1"x2" @ 6" O.C. 051112-129
Rall Weight per Foot 0.68 Lbs 0.68 Lbs 5 x0 SCIA °RF (J) Joist 2"x6" D-FIR @24" O.C.2"x4" DIMENSIONAL @24" O.C.
Total Rall Wei ht 93.84 Lbs 82.28 Lbs v`O O (P) Pltch 29° 33° REVISIONS
# of Standoffs 34 30 (RB) Ride Board/Beam 2"x6" D-FIR 2"x4" DIMENSIONAL
DESCRIPTION DATE REV
Weight per standoff 2 Lbs 2 Lbs * (H) I San Width 144" 126" ORIGINAL 11-11-2016
Total Standoff Wei ht 68 Lbs 60 Lbs r
Total Array Weight 836 84 Lbs 555.3 Lbs
Point Load 24.6 Lbs 18.5 Lbs sFp 060936-'^ RB
Total Array Area 320 4 Sq Ftl 195.8 S Ft pQOFESS101AP��G (D)
Arra Dead Load 2.6Lbs/S Ft 2.8Lbs/S Ft (B) (R)
As per ASCE 7 - Method 1: fig 6-2 (table -
P net =0 Kzt 1 Pnet30 eq 6-2 Kzt sec 6.5.7 1 Pnet3U (table - #
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
CRITERIA Pg mph ASCE7, psf Ib. rails, in. coNrRAcroR
A # 20 130 # 468 5/16" x 6" Stainless Steel
Roof Section B # TYP. TYP. # TYP. Lag Bolts 64"
#
TABLE R301.2(1)
- - - - - -- - -- - SOLAR UNIVERSE
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 7470 SOUND AVE
r -1— --
GROUND WIND DESIGN I _SEISMIC SUBJECT TO DAMAGE FROM WINTER _ ICE BARRIER FLOOD AIR _ MEAN MATTITUCK, NY 11952
SNOW- Speed°Topographic S-cialwin_d Wind-borne DESIGN Weathering° Frostline Termite° DESIGN UNDE_RLAYMENT HAZARDS°FREEZING ANNUAL LICENSE # 43889 H
LOAD" effectsk re Ion debris zone'" CATEGORY' de thh TEMP! REOUIREDh INDEX' TEMP!
Ibsife mph °F °F (J)
20 _130 YES NO __ YES _ _ _B_ _ _ SEVERE_ 3_'-0'_ MODERATE 11 __ _ YES_ __ _ NO __452 _527 PROJECT NAME
1 mile TO HEAVY
For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. (H) 00
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural It
requirements of this code The weathering column shall be filled in with the weathenng index,"negligible,""moderate"or"severe"for concrete as 00
determined from Figure R301 2(3) The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 L[.l
or C 652. Q 117
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 ROOF FRAMING DETAIL Z
the minimum depth of footing below finish grade ,
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 SCALE: 1/2" = 1'-0" Q
subterranean termite damage.
d. The junsdiction 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 } z
category shall be determined on a site-specific basis in accordance with Section R301 2 14 w Z U
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 MODULE MOUNTING CLIP
International Plumbing Code Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience
as determined by the building official. SOLAR MODULE ® Z
f. The jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301 2 2.1. Q U O
g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and STAINLESS STEEL 3/B"
Regulations of the State of New York NYCRR shall adopt a flood hazard ma and supporting BOLT AND NUT ® W
9 ( ) p p pporting data.The flood hazard map shall include,at a
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: d-
I The accompanying Flood Insurance Rate Map(FIRM), RAIL
ii Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET N
iii.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
h. In accordance with Sections R905 12,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 SHEET NAME
local damage from the effects of ice damming,the jurisdiction shall fill In this part of the table with"YES"Otherwise,the jurisdiction shall fill In this
part of the table with"NO." 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)"
j. The junsdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS
Freezing Index-USA Method(Base 32°F)" STEEL LAG BOLT WITH
k. In accordance with Section R301.2 1.5,where there 1s local historical data documenting structural damage to buildings due to topographic 2 1/2"MIN THREAD
PENETRATION SEALED DRAWING SCALE
wend speed-up effects,the junsdiction shall fill In this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500
table
1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this AS NOTED
part of the table with"YES"and
m. In accordance with Section R301.2 1 2.1,the junsdiction shall indicate the wind-borne debris wind zone(s) Otherwise,the junsdiction shall
Indicate"NO"in this part of the table.
n. The ground snow loads to be used In determining the design snow loads for roofs are given In Figure R301.2(5)for sites at elevations up to SHEET NUMBER
1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet PV-4
`�/�4
iA
above 1000 feet MOUNTING DETAIL
(') See Figure R301 2(4)B SCALE: 1 1/2" = 1'-0" ��