HomeMy WebLinkAbout39476-Z��Q��gUFFfld���
a
Town of Southold
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 37527 Date:
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 2015 Gabriella Ct, Mattituck
4/23/2015
4/23/2015
SCTM #: 473889 See/Block/Lot: 108.4-7.53
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/29/2014 pursuant to which Building Permit No. 39476 dated J17/2015
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 DeMarco, Gerard & Theresa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
39476
3/31/2015
Authorized Signature
SUFFotK
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
W M!
o •
4
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 #: 39476 Date: 1/7/2015
Permission is hereby granted to:
DeMarco, Gerard & DeMarco, Theresa
2015 Gabriella Ct
Mattituck, NY 119
To: install a roof mounted electric solar panel system as applied for
At premises located at:
2015 Gabriella Ct. Mattituck
SCTM # 473889
Sec/Block/Lot # 108.-4-7.53
Pursuant to application dated 12/29/2014 and approved by the Building Inspector.
To expire on
Fees:
7/8/2016.
SOLAR PANELS $50.00
ELECTRIC $100.00
CO - ALTERATION TO DWELLING $50.00
Total: $200.00
Building Inspector
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 I% 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: l(JU( dad or Pre-existilk uilding:y (check one)
PrtY
Location of Property: � a �C
House No.Street Hamlet
Owner or Owners of Property:("Opqtvao
Suffolk County Tax Map No 1000, Section \0% Block Lot (Jr
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
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Telephone (631) 765-1802
Fax (631) 765-9502
roger. riche rt(a-)_town. so utho Id. ny. us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Gerry De Marco
Address: 2015 Gabriella Court City: Mattituck St: New York Zip: 11952
Building Permit #: 39476 Section: 108 Block: 4 Lot: 7.53
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 F1 Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 4.25 KW Roof Mounted Phovoltaic System to Include 17- HISM 250 Panels and
1- SMA SB 3800 TLVS Inverter, 1- A/C Disconnect.
Notes:
Inspector Signature: Date: March 31, 2015
Electrical 81 Compliance Form.xls
April 10, 2015
Town of Southold
Building Department
54375 Route 25
PO Box 1179
Southold, NY 11971
Subject: Solar Panels at Demarco Residence, 2015 Gabriella Court, Mattituck, NY
To Whom It May Concern:
I certify that the installation of the subject solar panels is in compliance with the current Building Code of
New York State, the current Residential Code of New York State, the manufacturer's specifications, and
all other relevant codes and standards.
If you have any questions regarding this matter, please feel free to contact my office at 609-489-5511.
Sincerely,
I
APR 2 2 2015
MPP Engineers, LLC 1 34 South Main Street, Suite D I Allentown, NJ 08501
609-489-5511 (Phone) I www.mppengineers.com 1 609-489-5916 (Fax)
AP
FIELD INSPEC7CX4N REQ'(
FOUND,ATIOX (1ST)
FOUNDATION (2ND)
ROUGH FRANMr-?- &
PLUMBING
r
INSULATION PEA N. Y.
STATE ENERGY CODE
FINAL
�IM
TOWN OF SOUTHOLD
"VI,i)ING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802,
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined , 20 5
Approved 20
Disapproved a/c
Expiration , 20__0
BUILDING PERMIT APPLICATION CHECKLIST
PERMIT NO.
E ll E
2 9 2014
Bl DG. DEPT.
i`, OF SOUTF'
Building Inspector
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm -Water Assessment Form
Contacf: 1_,W io P &kl u
1b�Es�1-ta:
Phone: (D3 t ' -oN - (34d)Ll
FOR BUILDING PERMIT
INSTRUCTIONS
Date 17— 1 3 , 2014
a. This application MUgI`li6�co�pteTery filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
TnsAcyn &W4RU,;,1NaC=-2
(Signature of apblicaut or name, if a corporation)
astem Ene
2 Et9Y Systems Inc.
7470 Sound Ava
�— a9rog a dress of applicant)
APP", VEn P,,0 NOT EL
Statewhetherwhether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
/ a-- n a L J_ _ DATE LA!L B.P #�9 2�.
v i - - FEE: "Yy
Name of owner of premises NOTIFY BUILDiNG ^DEAFPTC�iENT AT
(As on the tax roll or 1
0 G INSPECTIONS:
If ap licant is a corporation, signature of duly authorize icer 1. FOUNDATION - TWO REQUIRED
//� ..�---�'•� �/ry,,�1.e- a�ap�'i,:s-.ap FOR P7���?'�D CONCRETE
r�bb'Vv41dP4 l.N , ,
(Name and title of corporate officer-,il v __ 2. ROUGH - FF\Ai'N . PLUMBiNG,
� STRAPPING ELECTRICAL &CAULKING
Builders License No. i 3 INSULATION
Plumbers License No. / u 9 .::1 t t_a 6 a" , M 4 ,� FINAL -CONSTRUCTION &ELECTRICAL
Electricians License No. y ° a , a MUST BE COMPLETE FOR C.O.
(rel — INIa's (^)t , rr ``' +. (: E ALL MEET THE
_ � ALL CONSTRUCTION SH
Other Trade's License No. \t-- rc -/yic &L Z"Af err d: ll REQUIREMENTS Or THE CODES OF NEW
Gv�i2F� YORK STATE. NOT RESPONSIBLE FOR
1. Location of land on which proposed work will be done: / DESIGN OR CONSTRUCTION ERRORS.
9U15-- C1Q �Y 1' e.(:f e� C/TJn v f" /M ;A nfl7,f (1�
House Number Street
County Tax Map No. 1000
Subdivision
Section
__L Block -Lot / S 3
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
[^.
Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work \0.-c IN ( te-'Aky\� i i
(Description)
4. Estimated Cost t a) -J U , U Fee
(To be paid on filing this application)
Number of dwelling units on each floor
5. If dwelling, number of dwelling units
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
Height Number of Stories
Rear
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
Depth
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
Rear
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOV
13. Will lot be re -graded? YES NO V Will excess fill be removed from premises? YES NO
14. Names of Owner of premises C-4 MfcM@1fCO Address20l5-_CjA `eJ14 6V�Phone No. 111— 01 C1 " a4 61
Name of Architect ' Address3d�414,d% gw'N Phone No%rfi A -&,q 5S4
Name of Contractor Address-14-1D0�tArA Pore- Phone No. 631—M i -4o4
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__Ll"-
* 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 i/
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF SS:
#DtV
(Name of individual
(S)He is the
being duly_ sworn, deposes and says that (s)he is the applicant
contract) above named,
(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 to before me this
�4161 day of 20 /
P�T'1�'1$rIA �t'ivTAY
NOTARY -PUBLIC -STATE OF NEW.YORK
No. O1 MA4676634
Qualified In Suffolk County
My Commission Expires MiaLch 30, 2018
Signature of Applicant
i
Scott A. Russell `' 5u �`fFFQ` 5�C'(a�][�I��ICWA,`]F]E]E�
r
SUPERVISOR I��IEA\1A(G�]E��II]E1��C'
SOUTHOLD TOWN HALL- P. O. Box 1179 p
'
53095 Main Road - SOUTHOLD, NEIN Town of Southold YORK 11971 ��� �(�'-
t>X1
CHAPTER 236 - STO>AIWATEI21ANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS
5
yes[w
V i}
F,rA. Clearing, grubbing, grading or stripping of land which affects more
,�� than 5,000 square feet of ground surface.
E2" 13. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
FR®JECr Ii+IVaLVE ANY OF THE FOLLOWING
(CHECK ALL THAT APPLY)
N
U
100 feet of horizontal distance.
l_
Q EYD. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one -hundred --year f loodplain as depicted
on FIRM Map of any watercourse.
Q E. 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 r..eplacement 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.
- c- 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 I1epar'bnent with your Building Permit Application.
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME:
,,t J
Contact Information: ��. - 1 +_0...—_... _.,__._.__.......
Property Address / Location of Construction Work:
01.t ......_�� al✓r�'t..C. 7_4_-........ ----- _.... _._... __.......... . ....................
t
F'ORttil ' SNI C? -11-0-S TV1AY 20111
S.C.T.M. ": 1000 trate`
District
Section Block Lot
.s,< I t:)F� 'LliL1)i1':a DFP A}?"I't iEN 1 USE Ci_tiL.l' :,
RCviewed _Ry:gq'a tS1. �' ........_._.
lute:
IXA Approved for proses irig Bitiiding Per;nit.
Storni wv,.Ief- vlanageiiient Control Plar; Nut Required,
_ .�..
stofn'iwater ti'lana=aemcnt Cortro! Piart is Required,
t> C�:''Wa("d 10 l•..it`tf':e['r:'rl� Df: (}a rriit;'Iif .tin 7�eVic'r.'.}
Town Hall Annex
54375 Main road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631)765-1802
roaer.richert #o`rNn soutf90 6.ny.us
BUa DI NG DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: OaA*a,l�lfil��l� Date: 111gAj`F
Company Name: 1�a,:-;P (ll TIC/
Name: a
License No.: l gq A6
Address: W10 CD90(7d Ave, P'6_
Phone No.: x(11 -ftq K 16&
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax -Map District:
1000 Section: Block: Lot: �53
(Please Circle All That Apply)
Is job ready for inspection: YES NO Rough In Final
*Do- you need a Temp Certificate:YE t NO
Temp Information If d]
*Service Size: 1 Phase 3Phase 100 150 200 300 350
400 Other
*New Service: connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
I
1 - l
l�
7 I
82=Request for Inspection Form
d co
CONSENT TO INSPECTION
CU(q Dema(co , the undersigned, do(es) hereby state:
Owner(s) Name(s)
That the undersigned (is (are) the owners) of the premises in the Town of
Southold, located at (104
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section 10'�3 , Block 4 , Lot Ir
That the undersigned (has) (have) filed, or cause to be filed, an application in the
Southold Town Building Inspector's Office for the following: p6irock
M004keay .�5 S)1 P\(� ski 1
)--,C) \&- 5 \rn� ��ls lmc � �t�s- ma5o c'�c��k> c� I sM A 5B,3909
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: I961 P
Tviw*.r
(Signature)
(Print Name)
LA --7 TOWN OF SOUTHOLD PROPERTY -RECORD CARD
OWNER
STREET e,?o ,
VdLLAGE
DIST.
SUB. LOT -7
--ou'ri-d
Aqih-�qck -
!IS -A--
ACR.
REMARKS F
E L CK so n
TYPE OF BLD.
L pzol-hlioeef; -f-6 L �le v 0 -or'' gq;w, 006
PROP. CLASS
*
-iayltof, 'PO* 1 _Z11
LAND IMP. TOTAL DATE
I N 'a Igo
a/p, 517 7 -
/jj q� - L I IgSt,,) E L C 7
--c)
1,;z
te 165 P 34 G s7
85-0-1
2 or --),z
31z 196
1.0 eAf.s iiv-) rA- Elle C -b -6rlo\-7
-7 [dob
I ( i- r - t
ll 30 re-qla-Ce-S 1; PA 2-,59,3,r--1 aw) ),b
5-00
FRONTAGE ON WATER
TILLABLE
FRONTAGE ON ROAD
WOODLAND
DEPTH
MEADOWLAND
BULKHEAD
HOUSE/LOT
TOTAL
0
0
m
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
April 1, 2015
Eastern Energy Systems
7470 Sound Ave
Mattituck NY 11952
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Re: DeMarco, 2015 Gabriella Ct, Mattituck
TO WHOM IT MAY CONCERN:
Telephone (631) 765-1802
Fax (631) 765-9502
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
"NOTE: Engineer's Certification required stating the panels were installed to the roof per NYS
Building 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 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 — 39476 — Solar Panels
December 3, 2014
Revised December 15, 2014
Ms. Darlene Kong
Sungevity
66 Franklin Street
Oakland, CA 94607
RE: Gerard Demarco Residence Solar Installation - #1355836
2015 Gabriella Court
Mattituck, NY 11952
Structural Assessment of Roof Framing
MPP Project No: 14-1565
Dear Ms. Kong:
Pursuant to your request, MPP Engineers has performed a limited structural evaluation of the roof
framing at the above referenced site to determine if the roof has adequate capacity to support the proposed
solar panels. Our analysis was based on the framing information and configurations provided by
Sungevity. It is our understanding that the structural components of the existing roof framing are in a
good condition. It is further understood that all existing connections between the various roof framing
members are adequate to resist the current loading conditions and behave in the manner that a typical
rafter -ceiling tie system is intended to behave prior to installation of the solar panels.
Structural Data and Code Information
Our analysis was performed in accordance with the requirements of the 2010 New York State Residential
Code. Wood members are analyzed and designed in accordance with the NDS 2005.
The roof of this residence is framed in a gable configuration with conventional roof rafters. The existing
roof structure is in a good condition and currently has one layer of asphalt shingles. The pertinent data is
listed below:
Roof 1-17 panels total
Roof Rafters: 2x8 Nominal (#2 D. Fir or Hem -Fir Assumed)
Rafter Span: 12'-6" (horizontal projected span)
Spacing: 16" o.c.
Roof Slope: 20 Degrees
Roof Sheathing: OSB
Condition of Framing: Good
Roof Covering: Asphalt Shingles
MPP Engineers, LLC 134 South Main Street, Suite D I Allentown, NJ 08501
609-489-5511(Phone) I 609-489-5916(Fax)
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STRUCTURAL EN<
M
December 3, 2014
Revised December 15, 2014
Ms. Darlene Kong
Sungevity
66 Franklin Street
Oakland, CA 94607
RE: Gerard Demarco Residence Solar Installation - #1355836
2015 Gabriella Court
Mattituck, NY 11952
Structural Assessment of Roof Framing
MPP Project No: 14-1565
Dear Ms. Kong:
Pursuant to your request, MPP Engineers has performed a limited structural evaluation of the roof
framing at the above referenced site to determine if the roof has adequate capacity to support the proposed
solar panels. Our analysis was based on the framing information and configurations provided by
Sungevity. It is our understanding that the structural components of the existing roof framing are in a
good condition. It is further understood that all existing connections between the various roof framing
members are adequate to resist the current loading conditions and behave in the manner that a typical
rafter -ceiling tie system is intended to behave prior to installation of the solar panels.
Structural Data and Code Information
Our analysis was performed in accordance with the requirements of the 2010 New York State Residential
Code. Wood members are analyzed and designed in accordance with the NDS 2005.
The roof of this residence is framed in a gable configuration with conventional roof rafters. The existing
roof structure is in a good condition and currently has one layer of asphalt shingles. The pertinent data is
listed below:
Roof 1-17 panels total
Roof Rafters: 2x8 Nominal (#2 D. Fir or Hem -Fir Assumed)
Rafter Span: 12'-6" (horizontal projected span)
Spacing: 16" o.c.
Roof Slope: 20 Degrees
Roof Sheathing: OSB
Condition of Framing: Good
Roof Covering: Asphalt Shingles
MPP Engineers, LLC 134 South Main Street, Suite D I Allentown, NJ 08501
609-489-5511(Phone) I 609-489-5916(Fax)
Gerard Demarco Residence Solar Installation
Page 2
Ground Snow Load, Pg: 20 PSF (Southern portion of Warren County)
Importance Factor, I: 1.0
Exposure Factor, Ce: 1.0 (Conservatively taken as Partially Exposed)
Thermal Factor, Ct: 1.1 with Panels (Cold Roof)
1.0 existing condition (Warm Roof)
Design Snow Loads
On sloped roof: 14.0 PSF (Existing — Unobstructed Warm Roof)
12.8 PSF (New Condition — Slippery Surface on Cold Roof)
Basic Wind Speed: 120 MPH
Importance Factor: 1.0
Exposure: B
Analysis Results:
General Considerations
➢ The proposed solar panels consist of solar panels which imposes a total weight of approximately
3 to 3.5 pounds per square foot (PSF) on the roof surface. From a practical standpoint, the
International Residential Code allows up to 2 roof coverings on a residential dwelling. Each layer
of roofing imposes a net load of about 2.5 to 3.0 PSF on the roof. From this perspective, since the
existing roof has only a single layer of shingles, a second layer is allowed to be added by the code
without analysis. This 21 layer of shingles essentially weighs the same as the proposed solar
panels that will be added instead.
Gravity Loading:
Given the size, spacing, and configuration of the existing roof framing, we have determined that the
framing is adequate to support the proposed solar panels, rails, and mounting hardware.
It is our understanding that the panels will be installed using IronRidge rail with L -brackets (or equal) at
approximately 48 inches on center. The mounting brackets will be fastened directly into the existing
members with 5/16" diameter lag screws with a minimum embedment of 2-1/2". In addition, it is
important that the rail mounting support locations be staggered between adjacent panels so that no single
member supports more load than under the existing conditions.
Wind Loading:
Based on our calculations, the net wind loads imposed on the roof framing with an attachment spacing as
indicated above will be less than the current loading on the roof framing. In addition, provided that the
mounting brackets are attached to the roof framing members in a typical staggered fashion, the overall
wind loading imposed on the structure and the individual framing members will not be impacted to any
great extent.
Conclusions:
Given the size, spacing and configuration of the existing roof framing, we have determined that the roof
framing is adequate to support the proposed solar arrays without the need for any strengthening.
Page 2
'I
Gerard Demarco Residence Solar Installation
Page 3
If you have any questions regarding this matter, please feel free to contact my office at 609-489-5511.
We appreciate the opportunity to assist you with this evaluation.
Page 3
I\t
U-1
MPP Engineers LLC
Project #
14-1565
.e
34 S. Main Street
Project:
Demarco
Allentown, NY 08501
Date:
12/3/2014
t4
609-489-5511
Engineer:
SWM
rVT P l='
Subject:
Roof 1
INPUT:
OUTPUT:
PROJECT LOCATION:
Street Address:
City:
State:
Zip Code:
Building Category:
2015 Gabriella Court
Mattituck
NY
11952
11- All Buildings Unless Otherwise Classified
SNOW LOAD PARAMETERS
Ground Snow Load: 20
Terrain Category: B
Exposure Category: Partially Exposed
WIND LOAD PARAMETERS
Basic Wind Speed:
Importance Factor:
Exposure Category: B
ROOF PARAMETERS
Roof Pitch (degrees):
Horiz. Rafter Span:
Roof Construction:
Roof Rafter Size:
Rafter Spacing (inches):
Input Fb (unadjusted)
Dead Load (Existing)
Panel Weight
Ex. Flat Snow Load:
Sloped Roof Factor, Cs =
Sloped Snow Load:
% Reduction:
Importance Factor:
Exposure Factor:
Maximum Bending Moment:
120 Bending Stresses:
1 Size Factor:
Allowable Bending Stresses:
Stresses Check:
20 0.349
12.50
Rafter Framing
2 x 8
16 1.15 Repetitive Use
850 #2 D. Fir Assumed
10
3
14 Warm roof - no slope reduction With Panels Added
1 0.83
14.00 12.83
8% Delta 1.17
1.0 Adjusted Flat Snow Load 11.33
1.0 Sloped Length 13.30
Maximum Uniform Loading 32.44
8611 In -Lbs.
655.33 Sx= 13.14
1.2 CF 1.2
1349.0 Ix= 47.64
e� 0.49
Okay
C
PHOTOVOLTAIC SYSTEM
SYSTEM SIZE:
AC / DC kW STC
EQUIPMENT:
PV MODULES:
INVERTER(S):
3.661 kW \ 4.25kW
J;
v�
o'
(17) Hyundai HIS-M250MG(BK)
(1) SMA SUNNY BOY 380OTL-US-22 ��'``•�\ �`
SCOPE OF WORK: � / "1" -.#* \ \
INSTALLATION OF A SAFE AND CODE -COMPLIANT
GRID -TIED SOLAR PV SYSTEM ON AN EXISTING
RESIDENTIAL ROOF TOP.
4
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SITE PLAN N
SCALE: N.T.S.
SUf1GEVITYe
GE1'dERATE POSOTIVE`
11
SUNGEV17Y INC. 66 FRANKLIN ST SUITE 310 OAKLAND, CA M07 By: Troque Date:72172114 Location: C:lUsersVtoquelDowNoads%SaNstomelD CastomerslDenatco -
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ICE
,
DRAWINGS, SPECIFICATIONS, AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY
67
SHEETINDEX
PV0.0
COVER AND SITE PLAN
PV0.1
SITE PLAN DETAIL
PV1.0
GENERAL NOTES
PV2.0
ARRAY LAYOUT
PV3.0
LINE DIAGRAM
PV4.0
LABELS
2010 NYS BUILDING CODE
2010 NYS RESIDENTIAL CODE
2010 NYS PLUMBING CODE
2010 NYS MECHANICAL CODE
2008 NATIONAL ELECTRICAL CODE
EASTERN ENERGY SYSTEMS - MATTITUCK I E
7470 SOUND AVE
MATTITUCK, NY 11952
INFORMATION:
SOUTHOLD, TOWN OF
54375 ROUTE 25, P.O. BOX 1179
SOUTHOLD, NY 11971
TO INSTALLER:
DC RUN: CONDUIT RUN FROM ARRAY, ATTIC MOUNTED, OUT
AND ON EXTERIOR WALL TO BOS.
AC RUN: CONDUIT RUN FROM BOS ON AND THROUGH
EXTERIOR WALL TO (E) MSP IN BASEMENT.
CONDUIT SHALL BE ETCHED AND PAINTED TO MATCH EXISTING
ROOF COLOR.
POC: BREAKER IN (E) MSP.
NO
I CERTIFY THAT NO CHANGES HAVE I
BEEN MADE TO THE ARRAY LAYOUT:
CUSTOMER INFORMATION:
GERARD DEMARCO
2015 GABRIELLA COURT
MATTITUCK, NY 11952
(347) 907-2057 / #1355836
DESIGNED BY: IREV #: DATE:
TM 1 1 12/12/14 PV- 0-0
OTHER THAN THE. SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
KEY:
----
PROPERTY LINE
SUBPANEL
— — —
CONDUIT RUN
oc DC DISCONNECT
- ---
DRIVEWAY
SAC DISCONNECT
•—�--
FENCE
SOLAR MODULE
®° ®JUNCTION BOX
-N
MAIN SERVICE PANEL
MONITORING UNIT
❑"'
UTILITY METER
°B COMBINER BOX
®
PV METER
ROOF OBSTRUCTION
Irav
INVERTER
2010 NYS BUILDING CODE
2010 NYS RESIDENTIAL CODE
2010 NYS PLUMBING CODE
2010 NYS MECHANICAL CODE
2008 NATIONAL ELECTRICAL CODE
EASTERN ENERGY SYSTEMS - MATTITUCK I E
7470 SOUND AVE
MATTITUCK, NY 11952
INFORMATION:
SOUTHOLD, TOWN OF
54375 ROUTE 25, P.O. BOX 1179
SOUTHOLD, NY 11971
TO INSTALLER:
DC RUN: CONDUIT RUN FROM ARRAY, ATTIC MOUNTED, OUT
AND ON EXTERIOR WALL TO BOS.
AC RUN: CONDUIT RUN FROM BOS ON AND THROUGH
EXTERIOR WALL TO (E) MSP IN BASEMENT.
CONDUIT SHALL BE ETCHED AND PAINTED TO MATCH EXISTING
ROOF COLOR.
POC: BREAKER IN (E) MSP.
NO
I CERTIFY THAT NO CHANGES HAVE I
BEEN MADE TO THE ARRAY LAYOUT:
CUSTOMER INFORMATION:
GERARD DEMARCO
2015 GABRIELLA COURT
MATTITUCK, NY 11952
(347) 907-2057 / #1355836
DESIGNED BY: IREV #: DATE:
TM 1 1 12/12/14 PV- 0-0
OTHER THAN THE. SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
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sunGEVITYe
GENF-RATE POSITIVE'
SUNGEVITY INC. 66 FRANKLIN ST SUITE 31D OAKLAND, CA 94607
By: Toque Dale:12112114 Loca6an: C:\Users@roque\Dowrdoads\Salesturoe\D CustemerslDemamo-
EXTERIOR WALL
SITE PLAN DETAIL N
SCALE: ; N.T.S.
OCATION OF (E) MSP
J BASEMENT
M IF.,
IE
MC
I TM 1 1 112/12/141 ' ' -. * I
THESE DRAWINGS, SPECIFICATIONS, AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY I4AVP RFFN nrvFi ncFn LuTwnurnUR WRITTEN mmsENT
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GENERAL NOTES:
GENERAL NOTES:
N1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE LOCATION AND ROUTING OF
RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE
NOTED OR STANDARDIZED.
N2. ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS.
N3. IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT
DEVICES, OVERCURRENT PROTECTION, GROUNDING SYSTEMS, ETC. (ALL
EQUIPMENT AND MATERIALS) THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE
STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO
ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE
LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM.
N4. ALL OUTDOOR EQUIPMENT SHALL BE MIN. NEMA 311 RATED.
N5. METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR
OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING.
N6. MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST
6" ABOVE FLUSH VENTS.
N7. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL
REQUIREMENTS GIVEN BY UTILITY COMPANIES.
N8. FOR ADDITIONAL EQUIPMENT SPECIFICATIONS, SEE PROVIDED CUT SHEETS.
N9. ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO
REQUIREMENTS BY NEC AND THE LOCAL AHJ. THE AH1 MAY HAVE SPECIAL LABEL
REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS
LANGUAGE INCLUDING, BUT NOT LIMITED TO, THAT FOUND IN NEC ARTICLES
690.5 (C), 690.14 (C)(2), 690.17, 690.53,690.35(F), 690.54, 690.64(6)(7) and
705.10
N10. INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES.
N11. ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC
REFERENCES.
STRUCTURAL NOTES:
S1. MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE, BUT
SHALL BE ACCURATELY SPACED.
S2. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE
LOAD AMONGST RAFTERS.
S3. DO NOT SPLICE RAILS IN: MIDDLE 50% OF SPAN BETWEEN TWO MOUNTS.
sunGEVITY
GENERATE POSITIVE"
SUNGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND, CA 94807
J
ELECTRICAL NOTES:
E1. ALL EQUIPMENT IS LISTED FOR USE.
E2. MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC.
E3. ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE
NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY.
E4. AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY
DE -ENERGIZE ITS OUTPUT TO THE CONNECTED; -ELECTRICAL PRODUCTION AND
DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN
IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK
VOLTAGE HAS BEEN RESTORED.
E5. ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION.
E6. ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT
CALCULATED AT THAT COMPONENT.
E7. ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE
PROPERLY GROUNDED.
E8. DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM.
E9. MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE
DISCONNECT EQUIPMENT MIGHT BE ENERGIZED.
E10. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES
OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL
REQUIREMENTS.
E11. FOR ANY UNGROUNDED PV SYSTEM, A LABEL READING:.
"WARNING,- ELECTRICAL SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC
SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED."
SHALL BE PLACED AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE
WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE.
E12. INVERTER(S) SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION
DEVICE.
E13. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY
CONTINUOUS.
E14. THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC.
E15. BACKFED SOLAR BREAKER(S) SHALL BE INSTALLED AT THE OPPOSITE END OF THE
CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER.
E16. ALL WIRE, VOLTAGES, AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO
TEMPERATURE DERATING AND LOCATION.
E17. ONLY COPPER (CU) CONDUCTORS SHALL BE USED. CONDUCTORS SHALL BE
STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS.
E18. DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED
E19. ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED
GROUNDING (PLEASE SEE DATA SHEET) OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN
LUGS USING STAINLESS STEEL HARDWARE, STAR WASHERS, AND THREAD FORMING BOLTS
OR WEEBS.
4
E20. ALL EQUIPMENT SHALL BE GROUNDED, IN BONDING JUMPERS WHERE
NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL.
By: Troque DatoA2112f14 Loce9on: CAUserektmque\Downloads%aleslorceXD CustomerslDemarco - THESE DRAWINGS, SPECIFICATIONS, AND DESIGNS ARE THE PROPERTY OF SUNGEV17Y INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY
5
WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
BI
A
SUf1GEVITYe
I
f— 4'-3"
3
Solar Module
IronRidge XR10
L -Foot
QMLPC Shingle - Low Profile ------
Composite Shingl
5" x 5/16". -Lag
2x8 Nominal, 16 O.C.
MOUNTING DETAIL
Ilk
2 SCALE: NTS
16'-3" 11-411
12'-31r
RRAY LAYOUT
-
I
9' -
5
MODULE SPECIFIC) S
(17) Hyundai HIS-M250MG(BK)
SYMBOL KEY:
41.9
®
MOUNT
MODULE WIDTH:
------- RAIL
ROOF 1SPECS
— — —
— RAFTERS
RAFTER SPAN: 12'- 6"
ROOF
-- --
SETBACK
®
SOLAR MODULE
TOTAL MOD. WEIGHT (Ibs):
®......•.•.••• ® STRING CONFIG.
RACKING WEIGHT (Ibs):
90.6
SKYLIGHT
A
ARRAY AREA (sgft):
295.9
ARRAY DEAD LOAD (Ibs/sgft):
®
CHIMNEY
38
LOAD PER MOUNT(Ibs):
PLUMBING OR
ARRAY AZIMUTH(')
G
ATTIC VENT
20
0
ATTIC VENT
BI
A
SUf1GEVITYe
I
f— 4'-3"
3
Solar Module
IronRidge XR10
L -Foot
QMLPC Shingle - Low Profile ------
Composite Shingl
5" x 5/16". -Lag
2x8 Nominal, 16 O.C.
MOUNTING DETAIL
Ilk
2 SCALE: NTS
16'-3" 11-411
12'-31r
RRAY LAYOUT
-
I
9' -
5
MODULE SPECIFIC) S
(17) Hyundai HIS-M250MG(BK)
MODULE WEIGHT:
41.9
MODULE LENGTH:
64.76
MODULE WIDTH:
38.7
ROOF 1SPECS
RAFTER SIZE: 2X8 NOMINAL
RAFTER SPAN: 12'- 6"
RAFTER SPACING: 16"
ROOF MATERIAL: COMPOSITE SHINGLE
ARRAY 1 SPECS
NUMBER OF MODULES:
17
TOTAL MOD. WEIGHT (Ibs):
712,3
RACKING WEIGHT (Ibs):
90.6
ARRAY WEIGHT (Ibs):
802.9
ARRAY AREA (sgft):
295.9
ARRAY DEAD LOAD (Ibs/sgft):
2.7
NUMBER OF MOUNTS:
38
LOAD PER MOUNT(Ibs):
21,1
ARRAY AZIMUTH(')
234
ARRAY TILT(')
20
NUMBER OF FLOORS
2
�F Ne
McCOti� 1O
OPESSIOtv
CUSTOMER INFORMATION:
GERARD DEMARCO
2015 GABRIELLA COURT
MATTITUCK, NY 11952
(347) 907-2057 / #1355836
DESIGNED BY:
TM
REV #:
DATE:
1
12/12/14
W
B
C
GENERATE POSI'T'IVE'
PV- 2.0
SUNGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND, CA M607 By: Troque Data:17/12/74 Locellon:C:\UsersUroque&DownloaddlSelesfotcelD CustomenlDemarco- THESE DRAWINGS, SPECIFICATIONS, AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR NTH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT
W
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C