HomeMy WebLinkAbout39120-ZA
Town of Southold 2/12/2015
P.O. Box 1179
53095 Main Rd
Southold, New York 11971
631-765-1981
CERTIFICATE OF OCCUPANCY
No: 37432 Date: 2/12/2015
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1200 Skunk Ln„ Cutchogue,
SCTM #: 473889 Sec/Block/Lot: 97.-3-11.7
Subdivision:
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/5/2014 pursuant to which Building Permit No. 39120 dated 8/18/2014
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 panel system (added on to existing system) on an existing one family dwelling as applied for.
The certificate is issued to Armstrong, Jeremy & Rivera, Maria
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
39120
2/5/2015
Authorized Signature
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 39120 Date: 8/18/2014
Permission is hereby granted to:
Armstrong, Jeremy & Rivera, Maria
1200 Skunk Ln
PO BOX 630
Cutchogue, NY 11935
To: construct a roof mounted electric Solar Panel system as applied for
At premises located at:
1200 Skunk Ln, Cutch
SCTM # 473889
Sec/Block/Lot # 97.-3-11.7
Pursuant to application dated 8/5/2014
To expire on 2/17/2016.
Fees:
and approved by the Building Inspector.
SOLAR PANELS $50.00
CO - ALTERATION TO DWELLING $50.00
Total: $100.00
Building Inspector
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
F'
'►
TOWN CLERK'S OFFICE
• +r
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 #: 39120 Date: 8/18/2014
Permission is hereby granted to:
Armstrong, Jeremy & Rivera, Maria
1200 Skunk Ln
PO BOX 630
Cutchogue, NY 11935
To: construct a roof mounted electric Solar Panel system as applied for
At premises located at:
1200 Skunk Ln, Cutch
SCTM # 473889
Sec/Block/Lot # 97.-3-11.7
Pursuant to application dated 8/5/2014
To expire on 2/17/2016.
Fees:
and approved by the Building Inspector.
SOLAR PANELS $50.00
CO - ALTERATION TO DWELLING $50.00
Total: $100.00
Building Inspector
(-_
• Form No.6
TOWN OF SOUTHOLD ! 5 2014
BUILDING DEPARTMENT
TOWN HALL
765-1802
n
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. SubmifPlanning Board Approval of completed site plan requirements.
B. For existing buildings (prior io 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. Z-j—j
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 1200 SyN k L.aVIe. f Ck0a Ne -
House No. Street HaAeO
Owner or Owners of Property: ati �Raero
Suffolk County Tax Map No 1000, Section q-7 Block 3 Lot
Subdivision
Permit No.Date of Permit.
Health Dept. Approval:
Planning Board Approval:
Filed Map. Lot:
Applicant: VNPr1*_t7#�J Solar JYS-t�lnn5
Underwriters Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $Y L
41
Aiekod-qrSigna Lire
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
pF SOUr�O
�4UN%
Telephone (631) 765-1802
Fax(631)765-9502
roger.richert(D-town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Maria Rivera
Address: 1200 Skunk Lane City: Cutchogue St: NY Zip: 11935
Building Permit #: 39120 Section: 97 Block: 3 Lot: 11.7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Sunation Solar License No: 33412 -me
SITE DETAILS
Office Use Only
Residential X Indoor X 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 FixtureTime Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 5232 Watt roof mounted photovoltaic system (added to existing system) to include
16 -Sun Power E20-327 panels, 1 -SMA SB5000 inverter
Notes:
Inspector Signature: Date: Feb 5 2015
81 -Cert Electrical Compliance Form.xls
Fisher Engineering Services, P.C.
February 9, 2015
Building Department
PO Box 30. Oakdale • New York 11769
Phone: (631) 563-9028
Subject: Engineer Statement for Solar Roof Installation
Rivera Residence — 1200 Skunk Lane, Cutchogue, NY. 11935
Permit # 39120
I have verified the adequacy and structural integrity of the existing roof rafters for
mounting the solar collector panels and their installation satisfies the structural roof
framing design load requirements of the Residential Code of New York State.
I have reviewed and certify that the manufacturer's guidelines and equipment for the
photovoltaic equipment for the above residence meet the requirements for wind and snow
load and that the roof structure is adequate to carry the new loads imposed by the System.
For the installation of the solar mounting, the rails are securely anchored to the rafters
utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure
C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other
climate and geo design criteria are not applicable to this solar installation.
The solar collector system and the mounting assemblies comply with the applicable
sections of the Residential Code of New York State- "Solar Systems" and loading
requirements of roof -mounted collectors and the minimum requirements for buildings and
structures of ASCE 7-05.
This system has been generally observed to be installed properly at the above referenced
residence. The installation is in accordance with the minimum requirements certified by
this letter.
I hope that this letter serves and meets with the approval of the Building Department.
Sincerely,
William G. Fisher, P.E.
Licensed Professional Engineer
Architectural Design • Residential • Light Commercial
Additions • Extensions • Conversions
Construction Estimates / Oversight • Expediting • Inspections
FIELD INSPECT REPORT
DATE
CONIlVlENTS
FOUNDATION (1ST)
FOUNDATION (2ND)
'
z
'ROUGH FRAMING &
PLUMING
C)
og
INSULATION PER N. Y.
STATE ENERGY CODE
�H
G
1
FINAL
ADDrfibNALtONIl
S 5 ( C-+ C.-Is.
•
y
tee•
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined D �, 20V—
Approved 204
Disapproved a/c
Expiration___4(-b, MAO—
BUILDING PERMIT APPLICATION CHECKLIST
PERMIT NO. 3 7/ 0
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans Yes
Planning Board approval_
Survey
Check Yes
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
--- --� r j Storm -Water Assessment Form
tact:
Mail to: SUNation Solar Systems, Inc.
AUG .•S 2014 1,L�/ i
Phone: 631-750-9454
._..._. DG. D PT.
�i
` O�,SOUTHOLD
1217 Montuak Hwy., Oakdale, NY 11769
Inspector
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date Auqust 4,
2014
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 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, to admit
authorized inspectors on premises and in building for necessary inspections.
b 3 , (Signature of applic oMame, if a corporation)
SUNation Solar, 1217 Montauk Hwy, Oakdale, NY 11769
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contra�fbt', 1✓I�YP n�p u�Ter�or builder
a,.
General Contractor DATE' R.P.
FEE: 6v. BY -
Name of owner of premises Maria Rivera NOTIFY BUILD1N
(As on the tax roll or latAkI $ i;J TU 4 `
If applicant is a corporation, signature of duly authorized officer FOLLC?'^�I N��"�`. P ;�'''
1. 1 (:_itivi+T,JiV 1 VVu F iJ�..E
Scott Maskin, President SUNation Solar Systems T -
(Name and title of corporate officer) 2. ROUGH - GAMING, PLUMB
STRAPPi,NG, ELECTRICAL & CAULKING
Builders License No. 44104-H 3. INSULATION
Plumbers License No. N/A 4. FINAL - CONSTRUCTION & ELECTRICAL
Electricians License No. 33412 -ME MUST BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
Other Trade's License No. N/A REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
1. Location of land on which proposed work will be done: P,i,:3N OR CONSTRUCTION ERRORS.
1200 Skunk Lane Cutchoguo
House Number Street Hamlet -
County Tax Map No. 1000 Section 97 Block 03
Subdivision Filed Map No. of
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Residential
b. Intended use and occupancy Residential
3. Nature of work (check which applicable): New Building Addition Alteration ❑✓
Repair Removal Demolition Other Work Solar Panels flat on roof
4. Estimated Cost $23,428 .
Fee
(Description)
(To be paid on filing this application)
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
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 NO F7
13. Will lot be re -graded? YES NOFV' Will excess fill be removed from premises? YES NO ✓❑
14
Names of Owner of premises Maria Rivera Address 1200 Skunk Lane, cutchogue, phone No.
Name of Architect William G. Fisher Address PO aOX 30, Oakdale 11769 phone No
Name of Contractor SUNation Sour Systems, Inc Address 1217 Montauk Hwy, Oakdalephone No.
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 MAYIQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO 1
* I RE
IF YES, D.E.Q. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
917-954-4924
631-786-4419
631-7509454
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO ❑✓
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Scott Maskin, SUNation Solar _ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Contractor
(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
day of 44 q It J 20 A(
aeua�
N*j"ft*Signature pplicant
NOTAki PURL 106TATE OFj W YORK
SUFFOLK' OYWY "
GC!01CA8*M, 3
COMMISSi-PN EXPVR"04vags jj
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 79965-11802
roger.richertCCt. own sOUtMItl.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
,UESTED BY: Gina Date: 9-15-14
pany Name: SUNation Solar Systems
IName:
ILicense No.:
No..
Scott Maskin
33412 -ME, 40325 -ME
1217 Montauk Highway, Oakdale, NY. 11769
631-750-9454
JOBSITE INFORMATION: (*Indicates required information)
*Name: Rivera/Armstrong Residence
*Address: 1200 Skunk Lane, Cutchogue, NY. 11935
*Cross Street: Main Road
*Phone No.: 917-951-4924 home 718-935-0109 cell
Permit No.: 39120
Tax Map District: 1000 Section: =r- Block: -2 Lot: j ,J
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) 5232 Watt Solar System with
16 - SunPower E20-327 PV Modules.
1 - SMA SB5000US-12 Inverter.
(Please Circle All That Apply)
*Is job ready for inspection: YES NO Rough in Final
*Do you need a Temp Certificate: �/ NO
Temp Information (If needed
*Service Size: 1 Phase 3Phase 100 150 ZQ0 300 350 400 Other
*New Service: Re -connect Underground Number of Meters Change of Service �verhead
Additional Information:
PAYMENT DUE WITH APPLICATION
-4 ��A.____ i.
82 -Request for Inspection Form
f
Scott A. Russell ,�<>1 RIT0 RNINVATIER
MANAGEMENT
strnirr�vISOR �
soUMoWroVM HA" -P.O.1c U79 � g 'own of Southold
53095 Main Road- SOTTTH0W, IOW YORK 1"n D,(
(-RAFTER 236 •- STORMWATCM M—A—NACEMENT-W4i2]K S M—E"T
(TO BE COMPLETED BY THE APPLICANT)
THIS PROJF.Cr WVOLVE ANY ..OF THE FOUR WI.NGc
IMM AM THAT ADPL" 1
Yes o
A. Clearing, grubbing, grading or stripping
of land which affects more '
than 5,000 square feet of ground surface.
j . Excavation or filling involving more than 200 cubic yards -of material
within any parcel or any contiguous area.
C. Site preparation on slopes which exceed 10 feet vertical rise to i
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
- _ki
._ Sits pireparation within the one -hundred -year floodplain as depicted
1Edon FIRM Map of any watercourse.
F. Installation of new -or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior ap oval of a Stormwater Management ,
Control Plan was received bhe Town and the proposal includes
;• it -kind replacement of irnperv�ous surfaces. - _ •� _�,�
If you answered NO to ail of the •( uadons above, STOP: Complete the Applicant section below with y= Name,
Signature, Contact bfornaatio>a, Data & County Tax Map Ntmtbert Chapter 236 does not apply to your' ptejeet.
If In answered MM to one or moon of the above, please submit Two eopks of a. Stormwater Nanagememt Control Plan
and a completed Cbeck List Form to the Building Departiaeat t HE_7 r Bailtiutg Permit Applioatiom.
wpm popeny owner DOI.-P .W't CoiottaeKor fi- i
NAME: 1i1 CPO S s
124 o 17
Cw,ma kiarnm;at
rtwsa..+a.a+"
S.CTM. s I Wo nate -
_q7 03 !/ 7
40ion stock tit
" FOR BUILDING DE ARTMENT USE ONLY "
Reviewed By_
Date:
Property Addres6,/ Location of Coitsrruclion Work: — — — — — — — — —
y Approved for processing Building Permit-
.ZDD Stormwater Management Control Plan Not Required-
_ — — —— —_--
Q-4 4ce- Stormwater Managrment Control Plan is Required.
(Forward to Engineering Dcpartment for Review.)
FORM ` SMCP - TOS MAY 2014
E0 /Z0 39ti,-1 C73 I rnv i mnu i r w�
I Doc) -
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER
STREET
VILLAGEDIST.
SUB. LOT
reA-J!rn Z- Lj ?l-rfnw of f
��L4r,
ne, LA fie-
i4r, �,o lAt
A4, ()Or If-)Ub ltwlk�
ACR.
REMARKS
Mq
TYPE OF BLD.
L
PROP. CLASS
0
li)al los e2p-* st" pt" duiplli,og voi 'p" P-� F>o qoj6
LAND
IMP.
TOTAL
DATE
0,21D Do
)70C
V
170 P
1'131 9(p
1 13 k6 13 ?4#2, 0 hewdwe-oin4o
ql 00
if aoo /3///07
I
-
'tlq/Cr7 8P*32-,?,F�7 -t Y)
i n A rQU V-A 06 t
o
5702
z.;/X/07—
//K22
hoho107
1
jjcjkaf�d. rop) hV--
7127)6q bf -re,0)ac-eLA3f#32s99*
-I-17anh &A 14
-L- ziagoa 71-O&
112, p- - I
JA Oot*'3 -7.3 S-&;, -
FRONTAGE ON WATER
TILLABLE
FRONTAGE ON ROAD
WOODLAND
01,q
DEPTH
MEADOWLAND
BULKHEAD
HOUSE/LOT
0
TOTAL
1-7e�
aros31C7
80-10oll 1.1111 11'.11
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET { VILLAGE DIST. SUB. LOT
Jc)Pini �, nc; nQ
t U f1c .__ lica l )'
FORMER O*NER u t� E ACR.
C� 1Y t ! t, %.uhw T kA- 13C4 a AVe- AIT
• Y`Gtq"jia •��- 9, W� TYPE OF BUILDING
,1� �� ! # l ! �' 4 tY�x
RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND
r IMP. TOTAL DATE REMARKS
4 I > ) "
V7:, _ - °fir f'
\ !+�'y/��
Y�
.•
H
/}
i
7t 9a - 115-1I a -Luo
Mira
I fL4
Pu
(E - h/ C
N jr-0
r
C c>
tr �1/.� 5-/�y \'�` r ajetlW
-)o SrA
Tillable � � �� ;< --°`
FRONTAGE ON WATER
Woodland
FRONTAGE ON ROAD
Meadowland
DEPTH
House Plot C? c , c>
BULKHEAD
Total
FA
o
.,
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
February 6, 2015
Sunation Solar
1217 Montauk Hwy
Oakdale, NY 11769
SOUr�
NTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
RE: Rivera/Armstrong, 1200 Skunk Lane, Cutchogue
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:
NOT kation required by an engineer stating the panels were installed to the roof per NYS
Build
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (AII 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 — 39120 - Solar Panels
���
SUNAT
SOLAR SYS , "
Powering your world
Building Department
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold, NY 11971
Re: 1200 Skunk Lane, Cutchogue, NY 11935
Dear Sirs:
August 2, 2014
I, ,'
D
I I PIAUG20174
BLDG DEPT.
TOVJl i OF SOUTHOLD
Enclosed please find a building permit for the installation of a Solar System on the above referenced
location. If all is in order please return receipt in self- addressed stamped envelope
Thank you for your consideration in advance.
Very truly yours,
Christine Cathcart
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
August 25, 2014
Sunation Solar
1217 Montauk Hwy
Oakdale, NY 11769
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Re: Rivera/Armstrong, 1200 Skunk Lane, Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
Telephone (631) 765-1802
Fax (631) 765-9502
"NOTE: Certification required by an engineer that 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 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 — 39120 — Solar Panels
SURVEY OF PROPER'T'Y
SITUATE
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-97-03-11.7
SCALE 1 "=40'
MARCH 8, 2005
DECEMBER 29, 2005 LOCATE 17' MAPLE TREE
JANUARY 10, 2005 SET PROPERTY CORNER & FOUNDATION STAKES
APRIL 20, 2006 UNDER CONSTRUCTION SURVEY
DECEMBER 1, 2006 FINAL SURVEY
JULY 6, 2007 ADDED PROPOSED POOL HOUSE
MARCH 12, 2012 UPDATE SURVEY
AREA = 87,665 sq. ft.
2.012 ac.
CERTIFIED TO:
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
BANK OF AMERICA, N.A., ITS SUCCESSORS AND OR ASSIGNS
JEREMY ARMSTRONG
MARIA RIVERS
KENSINGTON VANGUARD NATIONAL LAND SERVICES OF NY
TITLE No.: 808829(0 -NY -RP -KV)
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VAJO TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, BEHALF ON HIS BEHATO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE LI.AIs. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
No.
Nathan Taft Corwin III
Land Surveyor
Successor To: Stanley J. Isoksen, Jr. L.S.
Joseph A. Ingegno L.S.
Title Surveys - Subdivisions - Site Plans - Construction Layout
PHONE (631)727-2090 Fax (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
20% EFFICIENCY
SunPovver E20 panels are the highest
efficiency panels on the market today,
p.°oviding more power in the same
amount of space
MAXIMUM SYSTEM OUTPUT
Compre,:ensive inverte compatibility
ensures that customers can pair the highest
efficiency panels with the highest -efficiency
inverters, maximizing system output
REDUCED INSTALLATION COST
More power per panel means fewer panels
per install. This saves both time and money.
RELIABLE AND ROBUST DESIGN
SunPower's unique Maxeon''''cell
technology and advanced module
design ensure industry-leading reliability
MAXEON'm CELL
TECHNOLOGY
Patented a i -back -contact sciai cel:,
0 ov d ng the ndusirys '',; iest
efficiency and reliability
20
T VIOIRI_D'S STANDARD FOR SOLAR
SE20 Solar Panels provide today's highest efficiency and
cT=- po ,eC c/ axecfoci orgy, t�n2 E20
series provides panel conversion efficiencies of up to 20.1,0. The E20's
low voltage temperature coefficient, anti -reflective glass and exceptional
011
5LNPOvVER'S HIGH LFF!I-DIENCY AOSANTAGE
SFRIES SERIES SERIES
sunpo,,,,/trcorp,com
C &us
MODEL: SPR-327NE-WHT-D
MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES
(IN) 12X 06.6 (.261 1 O 04.2 [.171
DIMENSIONS
7
t
0H
END
t
Please read safety and installation instructions before using this product, visit sunpowercorp.com
for more details.
c 2011 SunPower Corporation SUNPOWER, the SunPower Logo. and THE WORLD'5 STANDARD FOR SOLAR and MAXEON are nademarks or registered trademarks s u n p o w e r c o r p . c o m
of 5unPewer Corporation in the US and other countries as well AN RIghn Reserved. Specificmions included in this datasheer oro wbiect to change without notice 1 11 i II - - ." 1
1
ELECTRICAL DATA
IN CURVE
Meav�red at �randord rest L
d i uns (STC) n.a of 000W:r C, AM 15
Peak Power (+5/-3%) Pmax 327 W
6 toom..2
Cell Efficiency
n 22.5
Panel Efficiency
rl 20.1 %
4 c ..
Rated Voltage
Vmpp 54.7 V
e
3
Rated Current
Impp 5.98 A
v 2
Open Circuit Voltage
_..
Voc 64.9 V
_.._ _. _......_ _...._
1
200W/m'
Short Circuit Current
Isc 6.46 A
0
Maximum System Voltage UL 600 V
0 10
20 30 40 50 60 70
ge (V)
Voltalta
Temperature Coefficients
Power (P( - 0.38%/K
carr rr; �a�rnge nar .aerhrl��
wit dzoe a�� ,+ -,_z �,d �d�'a rn p�rar�fe
Voltage (Voc)-176.6mV/K
Current(I..)3.5mA/K
TESTED OPERATING CONDITIONS
NOCT
45' C +/- 2' C
_1
Temperature
- 40o F to +1850 F (- AOo C to + 85o C)
Series Fuse Rating
20A
GroundingPositive
grounding not required
9 9 Q
Max load
113 psf 550 k9 /M2 (5400 Pa), front (e.g. snow)
w/specified mounting configurations
MECHANICAL DATA
50 psf 245 kg/m2 (2400 Pa) front and back
(e.g. wind)
Solar Cells
96 SunPower Maxeon'"" cells
-
----
High -transmission tempered glass with
Impact Resistance
Hail: (25 mm) at 51 mph (23 m/s)
Front Glass
anti -reflective (AR) coating
Junction Box
IP -65 rated with 3 bypass diodes
- - —
-
WARRANTIES
AND CERTIFICATIONS
Dimensions: 32 x 155 x 128 mm
Output Cables
1000 mm cables / Multi -Contact (MCA) connectors
Warranties
25 -year limited power warranty
Frame
Anodized aluminum alloy type 6063 (black)
10 -year limited product warranty
Weight
41 .0 lbs (18.6 kg)
Certifications
Tested to UL 1703. Class C Fire Rating
MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES
(IN) 12X 06.6 (.261 1 O 04.2 [.171
DIMENSIONS
7
t
0H
END
t
Please read safety and installation instructions before using this product, visit sunpowercorp.com
for more details.
c 2011 SunPower Corporation SUNPOWER, the SunPower Logo. and THE WORLD'5 STANDARD FOR SOLAR and MAXEON are nademarks or registered trademarks s u n p o w e r c o r p . c o m
of 5unPewer Corporation in the US and other countries as well AN RIghn Reserved. Specificmions included in this datasheer oro wbiect to change without notice 1 11 i II - - ." 1
1
S11 I's SB
> Certified to the new
UL 1741/IEEE 1547
> 10 yr. standard warranty
> Highest CEC efficiency
in its class
> integrated load -break
rated AC and DC
disconnect switch
> integrated fused series
string combiner
> Sealed electronics
enclosure & Opticool
> Comprehensive SMA
communications and
data collection options
> Ideal for residential or
commercial applications
> Sunny Tower
compatible
1010
8 *TM11111i1
4 Iry F
I'M
MA
SMA is proud to introduce our new line of inverters updated with our latest technology and designed
specifically to meet the new IEEE 1547 requirements. The SB600OU and SB700OU are also compat-
SB 50DOUS SB 60DOUS SB 700DUS
Max Recommended Array Input Power (DC 0 STC) 6250 W 7500 W 8750 W
_...
Max DC Volta �e 600 V 600 V 600 V
Peak Power Trackmy Voltage 256"- 484 V 256'- 480 V 250 - 480 V
DC Max Input Current 21 A25 A 30 A
DC Voha�e RiPP�e. c 5% < 5% 5% It
Number of Fused Stnng Inputs _ 4 4 4
PVStart v It a (ad astable) 300 V 300 V 300 V
AC Nominal Power 5000W 6000 W 74D00 W
°
AC Maximum Output Power 5006W
AC Maximum Ou t Current t� 208 240 277 V 24 A 20.8 A 18 A 24 A625 A 2i„6 A 34 A Y2U
A, 25.3 A.
AC Nominal Voltage/ Range 183 - 229VQ208V 183 - 229Vi0208V 183 - 229VQ 208 V e
211 - 264 V Cgs 240 V 211 - 264 V6 240 V 211 - 264 V@ 240 V s
as
244-305VQ277V 244-305V(D277V 244-305VQ277V
ACFrequenc Range 60Hz/59,3Hz-605Hz 601-zJ59.31-iz-60.51-lz oOHz/593Hz- 605Hz
Power Factor
01, \
Peak Inverter Effrcrenc _ 96.8 %'..� _ 9701% 971
1 °D 6
CEC weighted Efficiency 95.5 .�' Cd1 208 V 95.5 51'. iii 208 V 95.5 `b ig 208 V
95-5 `' (5 240 V 95.5%@ 240 V 960 '<, E4' 240 V �
95.5 °t @ 277 V Y 277 960 `° t� 96 0 r@ 277 V
Mill: I 1 111111
v a
Dimensions W x H x D in inches 184 x241 x45 18A x 241 x45 184 x241 x45
d,_........m__,
Wei htlShr rn Wei ht 143
Ambient temperatureran a 131to+1113 lbs
1 154 143 Its�154lbs
PP t
/ / 7W +113 "F -13 to+113 <,F
Power Consum ion stand m httime c 7 W 4 25 W c J 0 25 W c 7 W J 0 25 W
Topology PWM, true sinewave. PWM, true sinewave, PWM, true sinewave, i
aa�w .............� �._........_..,...............�..._..............._.. ........current source .. ............current source currentsource o
Cooling Concept Convection with Convection with Convection with €
regulated fan coolm regulated fan coolingregutated fan cooling '
Mountin location lndooi Outdoor NEMA3R)
mmm
Lid Color aluminum J red blue /
.,.
Communication RS485 j Wireless
�.� .�� _.
W
Warran . 10- ear
Compliance�lEEE-9291EEE 1547 UL 1741, l�L 1948 FCC Part 15 A & B�m_
8
Specifications for nominal conditions • Included 0 Option - Not available 4
EfFiciency Curves
dWIFR wMF,w
77,
S
u..+x. ( » .... ..
94Y liM,M ^••••�w��M
, o
72
. M,�IIMIdnMY .m..�
3 3i0 V CC
3 i ��N--"„` p
66gg
rtisar xxw a��ora �„
P [WI
A g
www.sma-america.com
Phone 530.273-4895
Toll Free 888-4SMAU SA
SMA America, Inc.
! V
::=UNIRAC
SolarMount Technical Datasheet
Pub 110818-1 td V1.0 August 2011
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip.................................................................................................1
MidClamp....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot........................................................................................................................... 3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
BE
SolarMount Bottom Up Module Clip
Part No. 302000C
Y
A
►X
Dimensions specified in inches unless noted
• Bottom Up Clip material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear Anodized
• Bottom Up Clip weight: —0.031 lbs (14g)
• Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one %"-20 ASTM F593 bolt, one'/" -20 ASTM F594
serrated flange nut, and one %" flat washer
• Use anti -seize and tighten to 10 ft -lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
• Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Load
Direction
Average
Ultimate
Ibs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
(1)
Tension, Y+
1566 (6967)
686 (3052)
2.28
1038 (4615)
0.662
Transverse, X±
1128 (5019)
329 (1463)
3.43
497 (2213)
0.441
Sliding, Z±
66 (292)
27 (119)
2.44
41 (181)
0.619
SolarMount Mid Clamp
Part No. 302101 C, 302101 D. 302103C, 302104D,
302105D. 302106D
Y
►X
Loo o armee
err e�txat�
.w
h
Dimensions specified in inches unless noted
SolarMount End Clamp
Part No. 3020010, 302002C, 302002D, 302003C,
302003D,302004C,302004D,302005C,302005D,
302006C.302006D,302007D,302008C,302008D,
302000C,302000D,302010C,302011C,302012C
141
me UNIRAC
• Mid clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• Mid clamp weight: 0.050 lbs (23g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid clamp with one Unirac'/4"-20 T -bolt and one'/4"-20
ASTM F594 serrated flange nut
• Use anti -seize and tighten to 10 ft -lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
Ibs (N)
Resistance
Factor,
(1)
Tension, Y+
2020 (8987)
891 (3963)
2.27
1348 (5994)
0.667
Transverse, Z±
520 (2313)
229 (1017)
2.27
346 (1539)
0.665
Sliding, X±
1194 (5312)
490 (2179)
2.44
741 (3295)
0.620
• A
• End clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• End clamp weight: varies based on height: —0.058 lbs (26g)
• Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble with one Unirac'/4"-20 T -bolt and one'/" -20 ASTM F594
serrated flange nut
• Use anti -seize and tighten to 10 ft -lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third -
party test results from an IAS accredited laboratory
• Modules must be installed at least 1.5 in from either end of a beam
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Loads
lbs (N)
Resistance
Factor,
4)
Tension, Y+
1321 (5876)
529 (2352)
2.50
800 (3557)
0.605
Transverse, Z±
63 (279)
14 (61)
4.58
21(92),
0.330
Sliding, X±
142 (630)
52 (231)
1 2.72
79 (349)
0.555
a or
y
SolarMount Beam Connection Hardware
SolarMount L -Foot
Part No. 304000C, 304000D
Y
WX
Dimensions specified in inches unless noted
:fi'UNIRAC
• L -Foot material: One of the following extruded aluminum alloys: 6005-
T5,6105 -T5,6061 -T6
• Ultimate tensile: 38ksi, Yield: 35 ksi
• Finish: Clear or Dark Anodized
• L -Foot weight: varies based on height: --0.215 lbs (98g)
• Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
Solt UNIRAC documents
L -Foot For the beam to L -Foot connection:
• Assemble with one ASTM F593 W-16 hex head screw and one
ASTM F594 Wserrated flange nut
• Use anti -seize and tighten to 30 ft -lbs of torque
• Resistance factors and safety factors are determined according to part
1 section 9 of the 2005 Aluminum Design Manual and third -party test
results from an IAS accredited laboratory
NOTE: Loads are given for the L -Foot to beam connection only; be
sure to check load limits for standoff, lag screw, or other
attachment method
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
0
Sliding, Z±
1766 (7856)
755 (3356)
2.34
1141 (5077)
0.646
Tension, Y+
1 1859 (8269)
707(3144),
2.63
1069 (4755)
0.575
Compression, Y-
13258 (14492)
1 1325(5893)1
2.461
2004(8913)1
0.615
Traverse, X±
1 486 (2162)
213(949)1
2.28
323(1436)1
0.664
dO %I
::0UNIRC
SolarMount Beams
Part No. 310132C, 310132C -B, 310168C, 310168C -B, 310168D
3102080,310208C-B,310240C,310240C-B,310240D,
410144M, 410168M, 410204M, 410240M
Properties
Units
SolarMount
SolarMount HD
Beam Height
in
2.5
3.0
Approximate Weight (per linear ft)
plf
0.811
1.271
Total Cross Sectional Area
int
0.676
1.059
Section Modulus (X -Axis)
in3
0.353
0.898
Section Modulus (Y -Axis)
in
0.113
0.221
Moment of Inertia (X -Axis)
in
0.464
1.450
Moment of Inertia (Y -Axis)
in
0.044
0.267
Radius of Gyration (X -Axis)
in
0.289
1.170
Radius of Gyration (Y -Axis)
in
0.254
0.502
SLOT FOR T -BOLT OR
1/4" HEX HEAD SCREW
2X SLOT FOR
BOTTOM CLIP 2.500 T1.316
SLOT FOR Lr0
3/8" HEX BOLT
.387
.750
Y
A
.x
SolarMount Beam
SLOT FOR T -BOLT OR 1.728
14" HEX HEAD SCREW
SLOT FOR —,\,A-:5
BOTTOM CLIP Lri AF
Dimensions specified in inches unless noted
—TI
SLOT FOR
3�" HEX BOLT
1.385
1.207
Y
1. 875
.x
SolarMount HD Beam
Dimensions specified in inches unless noted
FULL HOUSE ROOF PLAN
SCALE: NT5
THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS
FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 � RCNYS 2010.
BUILDING REVIEW NOTE
)AD;
0
TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED
DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS
OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE
OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE
COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED
UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED
DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS
BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE
LICENSEE'S BELIEF AND INFORMATION THE WORK IN THE DOCUMENT IS:
`ACC U RATE
*CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE
SUBMISSION
*CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW
TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE
IS THE RESPONSIBILITY OF THE LICENSEE
STRUCTURAL STATEMENT
THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS
IMPOSED BY THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT
SHEAR. THE EXISTING RAFTER SIZES * DIMENSIONS CONFORM TO RCNYS
TABLE R802.5. 1 (1) - RAFTER SPANS
- MAIN PANEL
INV - INVERTER
- UTILITY METER
Ej - AC DISCO
(EXT.) - OUTSIDE
(B) - IN BASEMENT
(G) - IN GARAGE
SYSTEM INFORMATION
MODULE:
(I G)5PR-E20-327
INVERTER:
(I )SMA 51350001-15-12
OPTIMIZER:
(I G)P400-2NM4ARM MC4
STRINGING:
(2) STRINGS OF (8) MODULES
RACKING:
UNI RAC
PACKAGE:
STANDARD
SYSTEM SIZE:
5.232Kw
ROOF * STRUCTURE
RAFTER / SPACING:
2" X 8" / i G" O.C.
MAX SPAN:
I O'G"
SHEATHING:
PLYWOOD
COLLAR TIES:
N/A
TYPE / LAYERS:
ARCH. ASPHALT / I
JOB HARDWARE / QTY.
RAIL:
9
SPLICE:
2
L -FOOT:
3G
LUGS:
10
ENDS:
I G
WEEBS:
I G
MIDS:
24
DESIGN
NOTES
1. An 18" wide clearing (free of solar
equipment) shall be provided along at
least one Side of the roof ridge on the
same 51de a5 the solar equipment or on
another Side of the ridge that does not
have solar equipment on it. In addition,
an 18" wide pathway (free of solar
equipment) shall be provided from at
least one eave or gutter connecting to
that 15" roof ridge clearing.
2. Roof shall have no more than a Single
layer of roof covering in addition to
the solar equipment.
3. Installation of solar equipment shall be
flush -mounted, parallel to and no more
than G -Inches above the surface of the
roof.
4. Weight of the Installed system shall not
exceed more than 5-p5f for
photovoltaics and no more than G-p5f
for re51dential solar hot water systems.
5. Any plumbing vents through roof are not
to be cut or covered for solar m5tallation.
Any relocation or modification will require
plumbing permlt5 and Inspection.
---
14
CLIMATIC * GEOGRAPHIC DESIGN CRITERIA - TABLE R301 .2(1)
GROUND
SEISMIC
SUBJECT TO DAMAGE BY
WINTER
ICE 5HIELD
FLOOD
SUNATiON
SNOW
Speed
DESIGN
DESIGN
UNDERLAY-
MENT
HAZARDS
FROST LINE
LOAD
(m h)
CATEGOR
WEATHERING
DEPTH
TERMITE
TEMP
REQUIRED
SOLAR SYSTEMS
20P5F
120
5
SEVERE
3'-0"
HEAVY MOD. TO
I I de9
NA
SEE
FLANS
Powering your World
SITE EVAL. * JOB NOTES
SYSTEM ADD-ON; EXISTING JOB -
12104
ADDENDUM INFORMATION
A. PSEGLI REBATE DISCLOSURE; STANDARD
INSTALLATION PACKAGE OUTLINE
ADDITIONAL MATERIAL NEEDED
N/A
I 6�w"A
X0001�4
MODEL SPR -327 SUNPOWER 327
WATT EA., , G 1.39"L x 4 1.18"W x
1 .8 1 "D, 17.50 PT2
4 I .0#/MODULE (2.3#/5F) 02/2013
I G MODULE ARRAY:
(2 STRINGS OF 8 MODULES)
Exterior PVC Conduit
50LAP
D15CONNECT
INVERTER
(I )SMA 51350001-5-12
INV
Grounding
i Electrode
AC DISCONNECT
I
EXIST. POWER PANEL
PP
I
M EXIST. METER
SYSTEM ONE LINE DIAGRAM CTYP)
5CALE: NT5
MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED
NYS CODE REQUIREMENTS FOR THE DESIGN CRITERIA
FOR THE TOWN.
THE ACTUAL IN -FIELD ATTACHMENT TO THE ROOF WILL
MEET OR EXCEED NYS RESIDENTIAL CODE 2010 RCNYS
REQUIREMENTS.
FASTENER REQUIREMENTS:
TOTAL ARRAY AREA = 281 SF
WIND LOAD: ASCE 7 (SEE CALCULATIONS THIS SHEET)
4 1.5 PSF
TOTAL UPLIFT = 41.5 PSF x 281 SF = I 1 ,GG2 LBS
FASTENER:
50LARMOUNT LAG SCREW SPEC 203.2, 8/04: (FLAT
WASHERS REQ TO BE USED WITH LAG BOLTS)
LAG BOLT WITHDRAWAL VALUE; 5/1 G" DIA., 2GG LB/IN X
2 -IN THREAD DEPTH= 532 LB. CAP. EACH
MIN. NUMBER OF LAG BOLTS REQ. = I 1 ,GG2 LBS /
532 LBS/LAG BOLT = 22
TOTAL RAIL FEET,= 12G RAIL FT / 22 BOLTS = 5'-8"
MAXIMUM SPAN B'ETWEEN MOUNTING FEET BOLTS "X":
USE 4'-0" MAX.
W
U
Z
W
N
W
W
Ln
M
G)
W
D
U'
O
U
F—
U
JOB #
14117
F—
OO
J
W
J
L_
H
A
3/16"=1i
DATE
7.IG.14
N-1
NWE
h
'START ARRAY 1.75"
r
ONTO RIDGE CAP'
(A)SSE ROOF; NORTH 51DffOH
159' TRUE;52° TILT; 15/12 PITCH PHOTOVOLTAIC
0 G) MODULES RIDGE MODULE (TYP)
29'- 112'
SI S 3 Low .m
O v
_z w
oC oLLJ
z
LLJ
UNIRAC SYSTEM :E W D
ROOF AREA n (TYPICAL RAIL 0 OZ U) O
ACROSS EACH ROW U O
OF ENTIRE ARRAY)
m (Only Two Shown — D
x ° for Clarity) U
N
oC
oC
JOB #
14117
55 �
<9
l
15'-5y2" N _
GUTTER 0 J
z
O O zQ
z •Q
PARTIAL HOUSE ROOF PLAN Q -�-i Q
SCALE: 3/1 G" = 1'-0" / z
8, o
5"
0
PHOTOV IC MODULE [�
Rldge c�
Rail —
SCALE
Rafter
2" X 8" /1 G" O.C. / 3/1 G"= I '
DATE
7. 1 G. 14
MAX SPAN PAGE
ROOF SECTION (Typ)
SUNATiON SCALE: NT5
SOLAR SYSTEMS SN=2
Powering your worid APPROVED BY: