HomeMy WebLinkAbout36831-Z XX u
Town of Southold Annex 8/8/2014
P.O. Box 1179
54375 Main Road
'✓ W Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37080 Date: 8/8/2014
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1110 E Cedar Point Dr, Southold,
SCTM#: 473889 Sec/Block/Lot: 90.-2-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/9/2011 pursuant to which Building Permit No. 36831 dated 11/22/2011
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 TO A SINGLE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Williams P J Rev Liv Trst
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 36831 02-13-2012
PLUMBERS CERTIFICATION DATED
Authorized Signature
rru TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 36831 Date: 11/22/2011
Permission is hereby granted to:
Williams P J Rev Liv Trst
4 Hayes Hill Dr
Nortport, NY 11768
To: construct an electric solar panel system to an existing dwelling
At premises located at:
1110 E Cedar Point Dr, Southold
SCTM # 473889
Sec/Block/Lot#90.-2-20
Pursuant to application dated 11/9/2011 and approved by the Building Inspector.
To expire on 5/23/2013.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
Total: $250.00
GtiL
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. -Swom statement from plumber certifying that the solder used in system contains less than 2110 of I% lead.
5. Commercial building.industrial building,mtdtiple 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-coinforming uses,or buildings and"pre-existing"land uses--
1.
ses:1. Accurate survey of property showing all property lines,streets,building and-unusual natural or topographic
features.
2. A properly cpmpleted 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. Fces
1. Certif cafe 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 $1.5.00y Commercial$15.00
Date.
New Construction: Old or Pre-existiiig Building:' (check one)
Location of Property: ///0 Ce dQ{'r. o1 b y •
House No. �7 Street Hamlet
Ow /ne'r or Owners of Property: r l(Q rnj .
Suffolk County Tax Map No 1000,Section_ D B lock 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: $ _
F LO
Applicant Signature
o��OF SO(/ry�l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q roger.richert(a)-town.southoId.ny.us
Southold,NY 11971-0959
COUMY,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: JohnWilliams
Address: 1110 Cedar Point Dr East City: Southold St: NY Zip: 11971
Building Permit#: 36831 Section: 90 Block: 2 Lot: 20
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Alternative Energy License No: 47537-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 Fixture Time Clocks
Disconnect Switches F1 Twist Lock Exit Fixtures �] TVSS
Other Equipment: photovoltaic system, roof mounted, to include 21 solar panels, 1 PVI 5000 inverter
combiner box,ac disconnect
Notes:
Inspector Signature: Date: Feb 13 2012
81-Cert Electrical Compliance Form.xls
Pacifico Engineering PC Engineering Consulting
PO Box 1448 Ph: 631-988-0000
Sayville, NY 11782 Fax: 631-382-8236
www.pacificoengineering.com engineer@pacificoengineering.com
July 24, 2014
Town of Southold
Building Department
54375 Route 25, P.O. Box 1179
Southold, NY 11971
Subject: Solar Energy Installation for
John Williams
1110 Cedar Point Dr E
Southold, NY 11971
1 have reviewed the solar energy system installation at the subject address. The units have been installed in
accordance with the manufacturer's installation instructions and the approved construction drawing. I have
determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05.
To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes
applicable at the time of submission, conforms with reasonable standards of practice, with the view to the
safeguarding of life, health, property and public welfare
Regards,
Ralph Pacifico, PE
Professional Engineer
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Ralph
OF SS�OCaI Engineer
NY 066182 I NJ 24GE04744306
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ADDITI0-NAL COIWIlI ENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board ofHealth
n
SOUTHOLD,NY 11971 4 sets of Buil ' Plans
TEL:(631)765-1802 Planning Board?p roval
FAX:(631)765-9502 22 Survey V
www.northfork.net/Southold/ PERMIT NO. J Check
Septic Form
N.Y.S.D.E.C.
Tkr
tees
Examined � 7/20 1(Approved 20Disapproved a/c ! I}'C>!t"2. D, .� Y('L4 �� — o ;� e:
3 �
Expiration 5 3 20 3 `
Buil MOV 0IPTH LD
APPLICATION FOR BUILDING PERMIT
Date G Y / ,20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 arty 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 re-MN or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housR code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whethelicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises 7 �
(As on the tax roll or latest deed)
If appli t is a corporation,signature of ly authprized offiger
—Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. /
Other Trade's License No. 43u F j= f k Z Le,
1. Location of 1 don which,,,,,ppro d work will done: I
1 (D bArt, f'OI ,�y . lhs� (iltiy7p N/ Y. f( �7
H&se Number Street Hamlet
County Tax Map No. 1000 Section 90 Block q," Lot 6
Subdivision Filed Map No. Lot
(Name)
• 2. State existing use and occupancy of premises and i tended use and occupancy of proposed construction:
a. Existing use and occupancy �Jf 'S/7&W C�
b. Intended use and occupancy 4!Rq Pmt 4zgz Koh -IL to✓ tq
3. Nature of work(check which applicable):New Building Addition Al te Oil
Repair Removal Demolition Other Work–f
escription)
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 o existing strictures,if any:Front 1 r Ij 7� Rear_ � Depth CIL(A'—
Height FI Number of Stories
Dimensions of sarr)e structure with alterat' sr additions: Front `yL Rear
Depth 4d��1i Height g FT Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front L D�s� Rear ff .�� 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 ty
13.Will lot be re-graded?YES_NO)Will excess fill be removed from premises?YES NO_
ot- P7 14.Names of Owner of m'ses� (� Addres*s4c'–
� None No ���� '���Name of Architect C b Addres Phone NoName of Contractor , t AddresPhone No. 3 ( D
15 a.Is this property within 100 feet of tidal etland ora freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYBE REQUIRE . WtfA-6,0
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.
STATE OF NEW YORK)
SS:
COUNTYOF ,
V I U f n being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the �Z1 1 )'--
(Contractor gent,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.
SwoM to before me this `^r� p��
day of ! 20
Notary Publi6 Signature of Applicant
SUSAN J.SHAFFER
Notary Public,State of New York
No.4171162
Qualified in Suffolk County1
Commission Expires April 30,20,1,
Jill M.Doherty,President Of SO(/lyO Town Hall Annex
Bob Ghosio,Jr.,Vice-President 54375 Main Road
P.O.Box 1179
James F.King Southold,New York 11971-0959
Dave Bergen `A
John Bredemeyer � Telephone(631)765-1892
Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 7658A
Date of Receipt of Application: September 30,2011
Applicant: John Williams
SCTM#: 90-2-20
Project Location: 1110 Cedar Point Drive East,Southold
Date of Resolutlon/lssuance: October 19,2011
Date of Expiration: October 19, 2013
Reviewed by: Board of Trustees
Project Description: To install roof solar panels onto the existing dwelling.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by Pacifica Engineering PC, received on October 5, 2011 and
stamped approved on October 19, 2011.
Special Conditions: None.
Inspections; Final inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
M. Doherty, President
Board of Trustees
JMD:eac
James F.King,President &0 so, Town Hall Annex
Bob Ghosio,Jr.,Vice-President �� l� 54376 Main Road
P.O. Box 1179
Dave Bergen
Southold,New York 11971-0959
John Bredemeyer G Q
• �O Telephone(631)765-1892
Michael J. Domino O��COU Fax(631)765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#0790C Date: August 23, 2012
THIS CERTIFIES that the installation of roof solar panels onto the existing dwelling
At 1110 Cedar Point Drive East, Southold,New York
Suffolk County Tax Map#90-2-20
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated Member 30, 2011 pursuant to which Trustees Administrative Permit#7658A Dated
October 19, 2011 , and conforms to all of the requirements and
conditions of the applicable provisions of law. The project for which this
certificate is being issued is for the installation of roof solar panels onto the existing dwelling.
The certificate is issued to JOHN WILLIAMS owner of the
aforesaid property.
AutlArized Signature
*pG SOUjyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 �O
����4UNTY,�
July 10, 2014
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Alternative Energy Systems c 'It
865 White Eagle Dr
Laurel, NY 11948 "
Re: Williams, 1110 Cedar Point Dr East, Southold, NY
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
+ ciion from an engineer stating the panels were fastened to the roof per
1+iYS 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 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 — 36831 — Solar Panels
of so�ryol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959 �Q
100UNTY,�
July 16, 2014
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Williams Family Trust
4 Hayes Hill Dr
Northport NY 11768
Re: 1110 Cedar Point Dr East, Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
**NOTE: This building permit is still open as we never received the certification from an engineer
regarding the panels being installed 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. (Ali 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 — 36831— Solar Panels
si►
GENERAL NOTES Roof Section A ARMED A6 NOT19
mean roof height 26 it 131
Pilch 4 W12
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k.bwfia I have d.Wn*ed Inst tha inet M-a'i meat d*nequhemente a1 the 2010 NYS Mft Ralph P,A—Preteuimd EnOin
eade,sad nseE7-0s vdwn nsta8ed acardwce aNh the marodach8er:In:trucaw:. TT • 5145 NY OW182I w 2�7443W 04/18/11 As NOTED 2 of 2
GOEENEFLAL NOTES Roof section A
mean roof height 26 ft
pitch 4 in/12
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. roof rafter 2x10
SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT rafter spacing 16 in OC
AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE Reflected roof rafters an 15.4 ft
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS. NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO P
PERMITS,CERTIFICATES OF OCCUPANCY,INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH Table R802.5.1(1) max allowable 20.6 ft
APPROVALS.ETC..FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER.
JURISDICTION THEREOF,IF REQUIRED. 13.CONTRACTOR SPALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK, collar tie 2x4
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OR DAMAGED AS RESULT OF HIS WORK.
ALL RULES AND REGULATIONS OF THE RESPONSIBLE JURISTICTION. 14.THE SUBCONTRACTORS SHALL PROVIDE ALL EGUIPMENT,TOOLS FENCES.TRANSPORTATIONS, collar tie spacing 48 in OC
4. ALL METHODS OF CONSTRUCTION ARE TO BE CAREFULLY SAFEGUARDS,ETC-AS REOUIIED FOR THE PROPER EXECUTION OF THEIR WORK. ��
SUPERVISED BY THE CONTRACTOR. 15.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE.I.E.CONTRACTOR'S LABILITY,WORKMA14S + t
5. IF Id THE COURSE OF CONSTRUCTION A CONDITION EXISTS LJ a •"`Q I �, -
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS.
COMPENSATION.COMPLETED OPERATION.ETC.ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND
THE CONTRACTOR SWILL STOP WORK AND NOTIFY THE ENGINEER. FURNISH PROOF OF SALE PRIOR TO COMMENCING WITH WORK
SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTANNG SAFETY ON THE JOB SITE DURING
WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY ,AND THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUREMENTS OF THE moi- + ` 0. A LA W F L
LIABILITY THEREFROM. OCCUPATMAI.SAFETY AND HEALTH ADMINISTRATION.THIS SHALL INCLUDE,BUT ARE NOT LIMIT ED TP. 12 /
6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIDING FOR ADEQUATE AND PROPER SWING,SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL - ' !� .�T C E R T i F 1 G A T
FABRICATED AND INSTALLED AS PER LATEST A.I.S.C. TEMPORARY SCAFFOLDING STAIRS E'C AS WELL AS PERMANENT CONSTRUCTION. v
SPECIFICATIONS. 17.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE --�
7. ALL DRYWALL SHALL BE U.S.G.NATIONAL GYPSUM CO.518' ESTABLISHED BY EXISTING CONDITIONS,EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONSY— \ AN'/1
THICK UNLESS OTHERWISE NOTED. PRIOR TO ORDERING MATERIALS AND COMMENCING RK
GWITHWO . SEE DET. 1 i i...�` i
S. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS 18.CONTRACTOR SHALL COORDINATE ALL PHASES OR WORK WITH THE REQUIRED PARTIES.ALL
APPROVED AND A ACCORDANCE WITH N.E.C.b NYS PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MAINTAINED DURING CONSTRUCT .
9.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN /
CODES REGULATIONS. CONTRACTOR SHALT.KEEP SITE FIFE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S TO THE PUBLIC DURING HOURS OF OPERATION.CERTIFICATION OF THESE PLANS. 19.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF SEE DET. Roof Cross Section
10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, IN A LEGAL MANNER OMA WEEKLY BASIS OR SOONER P CONDITIONS WARRANT.
FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO 20,AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS
MAKE IT'S PARTS FIT TOGETHER PROPERLY. MATERIALS.THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO N.T.S
THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
PROVED�ASNOTED)
C� - —BIB
ARRA =$ /' =
INVERTER
METER +_ "("� Ai✓1 - �f'r iVl�?FOR
t LI_[yqi NC I Rte;
O7,'(0jh r
SERVICE
,;.
PANEL C. �-=t�:.► :�r.r= •
AC AC DC DC
4 F/R�4 % ? i+ l '11 cg ELLr'2rA
M U5'Y BE
MicClamp / 6AfS1 N2Ui+51 Mt> THC
TYPICAL CAL RISER DIAGRAM
RAM ` '` "��` �
=--�-
- N.T.S.
Enc Clomp
toot -'.- RISER DIAGRAM SHOWN FOR REFERENCE
ELECTRICAL
INSPECTION REOUIRED
Sol(XMount Rai ,.� Revisions
-4�� soiorAAOL,n1 Rai To my best belief and information the work in this document is accurate, conforms with the Revis-4
governing codes applicable at the time of submission,conforms with reasonable standards Revision 3
TYPICAL CONNECTION DETAIL 1 ALL ROOF PENETRATIONS ARE TO BE SEALED of practice, with the view to the safeguarding of life, health, property arid'06bliewelfare, RevWw 2
PV PANEL WITH SIKAFLEX OR EQUIVALENT SEALANT and is the responsibility of the licensee. ReyWon 1 9rzE111 update panel count
as per ASCE7, Method 1: (fig 6-2) 1.36 1 (table 65-1) 1 Sam- �= PA 1 t O ENGINEERING P
p net =A KZt/p rW30(eq 6-2) Kt(sec 6.5.7) 1 pnet3o(fig 6-3) -47.9 ��. E�,V Y PO Box 1448, SAYVILLE, NY 11782.
p.ACIF
CLIMACTIC AND Tel: 632-988-0000 Fax: 632-382-8236 Entail: a itneer@ acificoe ilLeeri cowl
Ground Wind Speed, Live load, Maximim �� iC
pullout point p
GEOGRAPHIC DESIGN Category Snow Load, 3 sec gust, pnet30 per pFastener type fastener .01 �Jl.F��' s O ,
CRITERIA Pg mph ASCE 7,psf bad,Ib spaGnga" ! Cf
f� John Williams
in
LL
Roof Section A C 20 120 66 720 5/16"dia screw, 4" length 48 =i z 2220 Cedar Point Dr E, Soutkold, NY 22972
PrjaDrae V& 5 --001.00
!�= PROPOSED SOLAR ENERGY INSTALLATION
:.� 0 6 6
4' p� GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS
Ralph Paas gineer u,
NY 066182( 04744306 04/18/11 I AS NOTED I. OF 2
10
— 24'- 5" --�
r'a N F-M—N rp..N fv—w twosN rye.N r,—w
ffi'M
Mir *Jr 3P Ir ISA-r
M M3 'n ON wo M% M
lm3 am an rm3 W35 F" to
RN5 at im5 am R5 4M �5
•N r N r •N N r N r w r w
M m 3 r®o to IM W35 am
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� mac 9" a4 I" r4
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m5
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Mln n rprer'N grrew N C
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rmir �3 M In 4% 1&1 X90
mE9i I rM I" I" IM t"
am am FM we 4M TM ale
lmb lm5 rm5 04 lm4 rra15 1C4
Plunbin9 vent to be
novel to front roof
ROOF LAYOUT "°""k"Se'` PA 1 1 O EN INEE IN P
PV Panel F�EW y� PO Box 2448, SAYVILLE, NY 11782
A ��QN PAC/F/CO�� TO: 631-988-0000 Fax: 632-382-8236 Email: a ineer@ acifieoe itteeri .eom
Kyocera �� K 1
'r- John Williams
PANEL: KD245 LU
QTY: 21 - Z 111.0 Cedar Point Dr E, Southold, NY 11972 _002.00
a �
LENGTH: 65.43 in `" ? PROPOSED SOLAR ENERGY INSTALLATION
I have reviewed the roofing structure at the subject address.The structure can support the additional weight 066 8 �.,g�°a`~
of the roof mounted system.The units are to be installed in accordance with the manufacturers installation WIDTH: 38.98 in '' P GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS
instructions.1 have determined that the installation will meet the requirements of the 2010 NYS Building Ralph 0Paa `P�pf¢sg¢g eer s�rG
Code,and ASCE7-05 when installed in accordance with the manufacturers instructions. WATTS: 5145 NY 661821' 44306 04/18/11 AS NOTED 2 of;z
HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC M
KYGEERa Ka 200-
60 P Series '
KD230GX-LPB KD235GX-LPB KD240GX-LPB KD245GX-LPB
CUTTING EDGE TECHNOLOGY
As a pioneer with over 35 years in the solar energy
industry,Kyocera demonstrates leadership in the
development of solar energy products.Kyocera's
Kaizen Philosophy,commitment to continuous
improvement,is shown by repeatedly achieving
world record cell efficiencies.
QUALITY BUILT IN
• UV stabilized,aesthetically pleasing black
anodized frame
• Supported by major mounting structure
manufacturers
• Easily accessible grounding points on
all four corners for fast installation
• Proven junction box technology with 12 AWG
PV wire to work with transformerless inverters
• Quality locking MC4 plug-in connectors to
provide safe and quick connections
RELIABLE
• Proven superior field performance
• Tight power tolerance
• Only module manufacturer to pass rigorous
long-term testing performed by TOV Rheinland
WARRANTY QUALIFICATIONS AND CERTIFICATIONS
• Kyocera standard 20 year power output � i
warranty and 5 year workmanship warranty UL Listing C@US
(�,;=''y
applies in USA
QIGU.E173074
Registered to IS09001-2000
• Extended warranties available per project NEC 2008 Compliant,UL 1703,ISO 9001,and ISO 14001
requirements UL1703 Certified and Registered,UL Fire Safety Class C,CEC,FSEC
• Kyocera standard 20 year power output Certified IEC61215 Ed 2 IEC61730 by JET
warranty and 2 year workmanship warranty QUALIFIED FOR "BUY AMERICAN"
applies outside of USA Manufactured in San Diego, California
• Refer to Kyocera warranty policy for details • Available Upon Request •
SOLARbyKYOCERA
KD 200-60 P Series,
ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS
Dimensions: 65.43in/38.98in/1 Sin
length/width/height (1662mm/990mm/46mm)
Weight: 46.3lbs(21.Okg)
P. 230 235 240 245 W
V,. 29.8 29.8 29.8 29.8 V PACKAGING SPECIFICATIONS
IM 7.72 7.89 8.06 823 A Modules per pallet 20
V 36.9 36.9 36.9 36-9 V Pallets per 53'container: 36
Pallet box dimensions: 66-54in/39.76in/47.24in
tx 8.36 8.55 8.59 8.91 A lengthAm&h/height (1690mm/1010mm/1200mm)
P.. +5/-3 +5/-3 +5/-3 +5/-3 % Pallet box weight 1050 lbs(480kg)
TN. 45 45 45 45 °C POTTED
hJUNCTION
Pn- 165 169 172 176 W Box(lrss)
3 �
V 26.8 26.8 26.7 26.8 V CABLE LABEL
CONNECTOR (-� '-{-
1� 6.18 6.31 6.45 6.58 A g STABILIZER BAR
d
V. 33.7 33.7 33.7 33.7 V Note cable length changes:
(-)37.8in/960mm
IX 6.77 6.92 6.95 7.21 A (+)46.9in/1,190mm
PTC 208.0 212.6 217.3 219.1 W
3�
d
STABILIZER BAR
P. -0.45 -0.46 -0.46 -0.46 %/'C e
V,,,p -0.51 -0.52 -0.52 -0.52 %/°C
I� 0.0065 0.0065 0.0064 0.0065 %/°C
V. -0.36 -0.36 -0.36 -0.36 %/°C
1. 0.060 0.060 0.060 0.060 %/°C T
T'P ting -40 to+90 -40 to+90 -40 to+90 -40 to+90 °C ° 1
LILY I Maf Yr
Liam^I
Series Fuse Rating15 A
Maximum DC System Voltage(UL) 600 V
L�L' �io:�
Hailstone Impact 1 in(25mm)@ 51 mph(23m/S) Ewnded New of Ora Indio,Hdes Frmn Cnm Seceon q gran
-Suhlexl to vfnulator mcasufcnacnt waeea Uwity of�i-3
f,Y:?(:ERA resrrvcs the i jht tc modify thew orf ificatiom without ooti<c.
&7-
nRurrfc zeadtheiraucior, Legend
NEC 2008 COMPLIANT 1.@ US A ® ®
vanits en5rtyproUL 1703 LISTEDEhandling,inrialling&opera[ O MOUNTING HOLES DRAINAGE HOLES ±BGROUNDSYMBOL
CERTIFIED IEC61215 ED2 IEC61730 BY JET lw9ooi zono ~` ny Iyuc�a Solar rnod.!ies .351n(9mm) .351n(9mm)
081211 OUR VALUED PARTNER
KYOCERA Solar,
. . • Technical . . . - - UNIRAC"
SolarMount Technical Datasheet
Pub 110818.1td 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
SolarMount Bottom Up Module Clip
Part No. 302000C
Washer Bottom Up Clip material:One of the following extruded aluminum
Bottom Nut (hidden..sgs alloys: 6005-T5,6105-T5,6061-T6
t up Clip - Ultimate tensile: 38ksi,Yield:35 ksi
• Finish: Clear Anodized
v Bottom Up Clip weight: —0.031 lbs(14g)
"Bolt • Allowable and design loads are valid when components are
Beam 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
t� 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 Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
+ lbs(N) lbs(N) FS lbs(N) 4)
Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662
Y , Transverse,X± 1128(5019) 329(1463) 3.43 497(2213) . 0.441
►X Sliding,Z± 1 66(292) 27(119) 1 2.44 j 41 (181) 1 0.619
Dimensions specified in inches unless noted
a
SolarMount Mid Clamp
Part No.302101 C,302101 D,302103C,302104D,
302105D,302106D
\ rra Bolt Mid clamp material: One of the following extruded aluminum
Mid la Nu alloys:6005-T5,6105-T5,6061-T6
Clamp Ultimate tensile: 38ksi,Yield:35 ksi
2. 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 W-20 T-bolt and one W-20
ASTM F594 serrated flange nut
Beam �4 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 Average Allowable Safety Design Resistance
00Dtssprirr - Direction Ultimate Load Factor, Load Factor,
`=WEEN mo #,..
lbs(N) lbs(N) FS lbs(N) 0
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± 1 1194(5312) 490(2179) 1 2.44 1 741 (3295) 1 0.620
►X
Dimensions specified in inches unless noted
SolarMount End Clamp
PartNo.302001 C,302002C,302002D,302003C,
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D,
302009C,302009D,302010C,302011 C,302012C 0End clamp material:One of the following extruded aluminum
alloys:6005-T5,6105-T5,6061-T6
It 0 Ultimate tensile:38ksi,Yield:35 ksi
Finish:Clear or Dark Anodized
.. f End clamp weight:varies based on height:-0.058 lbs(26g)
.Enid Clamp Allowable and design loads are valid when components are
Serratedassembled according to authorized UNIRAC documents
Flange Nut 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 W-20 T bolt and one W-20 ASTM F594
r serrated flange nut
Use anti-seize and tighten to 10 ft-lbs of torque
` 1 Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
Y party test results from an IAS accredited laboratory
`
x Modules must be installed at least 1.5 in from either end of a beam
.�
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Loads Factor,
` lbs(N) lbs(N) FS lbs(N) 0
JAP:Ei
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) 2.72 79(349) 0.555
Dimensions specified in inches unless noted
SOLARMOUNT Technical D. - - U UNIRAC
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
• L-Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
• Ultimate tensile:38ksi,Yield:35 ksi
0 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
Bea assembled with SolarMount series beams according to authorized
Bolt UNIRAC documents
L-Foot For the beam to L-Foot connection:
•Assemble with one ASTM F593%7-16 hex head screw and one
errated ASTM F594 Wserrated flange nut
Flange N •Use anti-seize and tighten to 30 ft4bs 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
Y results from an IAS accredited laboratory
A NOTE: Loads are given for the L-Foot to beam connection only;be
X sure to check load limits for standoff,lag screw,or other
attachment method
Applied Load Average Safety Design Resistance
A!40T Direction Ultimate Allowable Load Factor, Load Factor,
lbs(N) lbs(N) FS lbs(N) 4)
Sliding,Zt 1766(7856) 755(3356) 2.34 1141 (5077) 0.646
Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575
Dimensions specified in inches unless noted I Compression,Y- 3258(14492) 1325(5893) 2.461 20 4(8913)1 0.615
Traverse,Xt 1 486(2162) 213(949)1 2.2$ 323(1436) 0.664
SOLARMOUNT Technical Dat. - - Mae UNIRAC
SolarMount Beams
Part No. 310132C, 310132C-B, 310168C, 310168C-B,310168D
310208C, 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) pif 0.811 1.271
Total Cross Sectional Area in' 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 SLOT FOR T-BOLT OR 1.728
4"HEX HEAD SCREW %"HEX HEAD SCREW
2X SLOT FOR SLOT FOR
BOTTOM CLIP 2.500 BOTTOM CLIP
3.000
1.316
SLOT FOR
0SLOT .LJ -TI
3/8"HEX BOLT FOR 1.385
HEX BOLT
.387
.750
1.207
Y Y 1.875
A l
.x ►x
SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
® AU RORA
aD�rer
`�77 -one Photovoltaic Inverter
ging the Shape of Power
k�grn
General Specifications '
Outdoor Models � �
PVI-5000-OUTD-US
PVI-6000-OUTO-US r
E .
High-Efficiency, 5kW to 6kW Inverters Installer Friendly
Aurora®grid-tie transformerless inverters offer a unique combination of •Reverse-polarity protection minimizes potential damage caused by
ultra-high efficiencies, installer-friendly designs, long service life, and miswiring during installation.
competitive initial acquisition costs; significantly increasing return on •Front-panel mounted LCD display provides real-time updates for all
investment in solar-power installations. critical operating parameters.
•RS-485 and USB communications interfaces.
Industry-leading Features and Performance •Integrated DC switch available in compliance with NEC Standard,
•High efficiencies deliver more energy—up to 97%(96,5 CEC). Article 690"Solar Photovoltaic System"(USA)
•Two inputs with independent MPPTs, optimize power from multiple •Anti-islanding protection
arrays oriented in different directions.
•Compact size and high power density:6000W max of output power in Models AC Power
a box just 38 5/8"x 1213/16 x 711/16" PVI-5000-OUTD 5kW
Unmatched Applications flexibility 66"6�
6kW
•Full-rated power available up to 50°C ambient temperature.
•Dual input sections with parallel option,with independent high-speed Aurora Communicator software simplifies monitoring via PC.
MPPTs, optimize energy harvesting from multiple arrays oriented in Aurora Easy Control datalogger is available for remote control
different directions. via Internet,modem or GSM
•Wide MPPT operating range:90 to 58OVDC
Field-Proven Reliability
•IP65(NEMA 4)rated enclosure withstands the harshest environmental
conditions.
•Front-mounted heat sink resists contamination,enhancing cooling and
increasing reliability and long-term efficiency.
•Grid-connected operation according to international standards,
UL1741AEEE1547&CSA-C22.2 N.107.1-01
•Ten-year warranty,optionally extendable to fifteen and twenty years.
® AURORA
Photovoltaic Inverter
WChonging the Shope of Power
High Efficiencies Across a Broad
1 `
Range of Operating Conditions 97
PVI-5000 and PVI-6000 inverters provide 208/240/277 9618
Vac selectable outputs,at up to 97%efficiency(CEC 96,5
96.5).The graph to the right demonstrates the high 75% 96,2
efficiencies, across a continuous range of input ,
voltages and load conditions,for the PVI-6000. 95,9
The graphs below depict the industry-leading 95,8
performance of all models at three discrete 50% 95,3
MPPT voltage reference points, and a continuous 95
range of load conditions. 94,7
IL'$
30% � {„ N 94,4
94,1
93,8
• 20% 93,5
93,2
92,9
9!, ' 1096 92,6
250 300 345 400 480
DC Voltage(V)
1 ------------------------r---- ----- -------- ---
a- ,
-----
v
85
w 80
"'--250V
75dc
480 Vdc
70
0 01 0,2 0,3 0,4 0,5 0,6 07 0,8 0,9 1
%of Rated Output Power
AURORA
ao�ver-o�►e
`1Chonging the Shope of Power Photovoltaic Inverter
INPUT PARAMETERS DC Side
Nominal DC Power[kWl 5.15 1 6.18
Total Max.Recommended DC Power k 5.3 6.4
Operatina MPPT Input Voltage Range M 90 to 580 360 nominal
Full Power MPPT Range M 140-530 1 170-530
Max.Input Voltage 600
Activation Voltage 200 nominal adjustable within 120-350
No Of Independent MPPT Trackers 2
Max.Input Power Each MPPT NIAA 4 4
No.Of DC Inputs 2 1 each MPP 2 1 each MPPT
Max.DC Current Each MPPT A 18 22 short circuit 18 22 short circuit
Thermally Protected DC Side Varistor 4 2 for each MPPT
DC Switch Integrated Ratin :600Vdc/25A
4(2 POSITIVE,2 NEGATIVE)
DC Connections SCREW TERMINAL BLOCK
3 KNOCK-OUTS:Gi&1/2"or G1"(using ring reduction)
CONDUCTOR CROSS SECTION:MAX AWG4
OUTPUT PARAMETERS AC Side
Nominal AC Power fkWl 5000 6000
Max.AC Power k 5000 6000
AC Grid Connection single phase/split phase
Nominal AC Voltage Range M Default:240V split phase Optional:208 or 277 single phase(setting required)
Maximum AC Voltage Range M 187.2-224.6;216-259.2.249.3.299.2
Nominal AC Frequency Hz 60
Max.AC Line Current A 241,20-.18 30 short circuit 29;25;21.6 30 short circuit
AC Side Varistor 2 Live-Neutral/Live-PE
SCREW TERMINAL BLOCK
AC Connection 3 KNOCK-OUTS:G1&1/2"or G1"(using ring reduction)
CONDUCTOR CROSS SECTION: AWG4/8
Line Power Factor 1
AC Current Distortion(THD) <2%at rated ower with sine wave voltage
Max.Efficiency 97%
CEC Efficiency 96.5%
Feed In Power Threshold DM 20
Ni t Time Consum tion BM <2
Isolation Transformer-less
EHYNIONIMENTAL PARAMETERS
Cooling Natural cooling
Ambient Temp.Range "C -25/+60(output power deratina above 50°C
Operating Altitude ft 6.000
Acoustical Noise LdBA <50 @ 1 mt
Environmental IP Rating IP65
Relative Humidity 0-100%condensing
MECHANICAL
Dimensions HxWxD Inches 385 x1213/16"x711/16"
Weight M 66
OTHER
Di YES AI hanumedc 2 lines
RS485(Spring terminal block-Conductor cross section:0,08-1,5mmq/AWG28-16)
Communication USB connection(Service)
"Aurora Eas -Control"s stem for remote control(Optional)
Standards and Codes
Aurora inverters comply with standards set for grid-tied operation,safety,and electromagnetic compatibility including:U1.1741/IEEE1547&CSA-022.2 N.107.1-01,
VDE0126,CEI 11-20,DK5940,CEI64-8,IEC 61683,IEC 61727,EN50081,EN50082,EN61000,CE certification,EI Real Decreto RD1663/2000 de Espafia.
® AURORA
Vcwbyg
Photovoltaic Inverter
g'the Shope of Power
Block Diagram and Operating Configurations
IBoor 1 ,
EMI
Lie ti
Md GFCI cost r Me Filhrl PLM GFCI
pde-
�� ' sons Inverter
PV Array y '
Voc=600 V max. : 800shr OSP caihd Imniter 0r�
--------
Vnom=360 V
Microprocessor system controller
LCD
PE
i
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Inverter electrical block diagram
(
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oC switch
+PVInpu112 --«-0— �
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MPPT 1ZDC/AC
,
-Pv1npe112 I i
AC
i
+Pvinpur2.t I Output
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PubtPur2.t i
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PVI-5000-OUTO-S/PVI.6000-OUTC-5 j
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Rev.1.1 Juns.10,2009 .�
Power-One Inc.
740 Calle Plano
Camarillo,California-93012-8583
aesales-us®power-one.com
www. power-one .com
SURVEY OF
LOT 101
S UBDI VISION MAP OF
CEDAR BEACH PARK
FILE No. 90 FILED DECEMBER 20. 1927
SITUATED AT
BAYVIEW
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-90-02-20
SCALE 1 !l=20!
AUGUST 14, 2007
WAOA
D DocK GA AREA = 26,344 sq. ft.
(TO TIE LINE) 0.605 ac.
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THIS PARCEL ALSO BEING KNOWN AS LOT 10 ON
I �° 2 MAP No. 1 OF PART OF PROPERTY OF EDWIN H. BROWN
�►�'°e5 0 FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY
ON JANUARY 27, 1926 AS FILE No. 802
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WOOD DECK w STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
Q BY THE L.I.A.L.S. AND APPROVED AND ADOPTED
SANO BCH o FOR SUCH ON. THE NEW YORK STATE LAND
TITLE_ ID BU OF til
W N AHEAD PF T C rU
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OG c `�'J L1 N.Y.S. Lic. No.°50467
I p j,7lyO� K ^ UNAUTHORIZED ALTERATION ADDITION
�� LA TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III
1 1. t L 1 SECTION 72OF THE NEW YORK STATE
/ EDUCATION LAW.
COPIES THIS SURVEY MAP NOT BEARING Land Surveyor
THE LANDD AL SURVEYOR'S INKED SEOR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727
TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE.
OFFICES LOCATED AT MAILING ADDRESS
THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965