HomeMy WebLinkAbout40193-Z L
®�S�IFGI1rcQG Town of Southold 5/20/2016
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 33828 Date: 5/20/2016
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 150 Seawood Dr, Southold
SCTM#: 473889 Sec/Block/Lot: 88.-2-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/16/2015 pursuant to which Building Permit No. 40193 dated 10/20/2015
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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Lombardi,John
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40193 01-05-2016
PLUMBERS CERTIFICATION DATED
Authorized Signature
gaFFni,r�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • 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#: 40193 Date: 10/20/2015
Permission is hereby granted to:
Lombardi, John
1100 Pine Ave
Southold, NY 11971
To: Install roof-mounted solar panels as applied for.
At premises located at:
150 Seawood Dr, Southold
SCTM #473889
Sec/Block/Lot# 88.-2-8
Pursuant to application dated 10/16/2015 and approved by the Building Inspector.
To expire on 4/20/2017.
Fees:
SOLAR PANELS $50.00
CO -ALTERATION TO DWELLING $50.00
ELECTRIC $100.00
Total: $200.00
61 /
Buildi ector
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 1% lead_
5. Commercial building. industrial building,'multiple residences and similar buildings and installations.a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling,$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00.
Swimming pool$50.00,Accessory building$50.00.Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date. 'L 6 '^�Z/(—(
New Construction: --� Oldor Pre-existing Building: (check one)
Location of Property: b U -X C, LD (7c�G I/ �,'� M
House No. Street II^^ Hamlet
Owner or Owners of Property: A- SUan
Suffolk County Tax Map No 1000, Section O Block o� Lot
Subdivision Filed Map. Lot:
Permit No. L(O� qr3 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval: T
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
q P ry
Fee Submitted:$ �V n
Applicant Signature
*pF SO(/ry®l®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 A • aQ roger.richert(o-town.southold.ny.us
Southold,NY 11971-0959
®lyc®UNTI,Nct�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To- Lombardi
Address: 150 Seawood Drive City: Southold St: New York Zip: 11971
Building Permit#: 40193 Section- 88 Block: 2 Lot- 8
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 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 Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
D 11 11
Other Equipment: °14.56 kw Roof Mounted Photovoltaic System to Include 52- 280 WP Panels,
1-SE 6000,and 1-SE-7600 Inverters"
Notes
Inspector Signature: Date: January 5, 2016
Electrical 81 Compliance Form.xls
CONSENT TO INSPECTION
d-i , the undersigned, do(es)hereby state:
Owner(s)Name(s)
That the undersigned (is) are)the own (s of the premises i}i the Tgwn of
Southold, located at 1-5L-) C-Q wo to ��
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section_R,Block o2 , Lot R
That the undersigned (has) (have) filed, or cause to be filed, an application in the
Southolq Town Buildingnspector' Office fo the following:
( OolrcI i o5Lu� 0n
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.
9
Dated:
Signature)
(Print Name)
(Signature)
(Print Name)
LUIGI CLAUDIO SCIANDRA, P.E.
5'Wesleyan Court.Smithtown,NY 11787-3011 .(631)543-2953•fax.(631)543-1526
Cell 631-747-7495 E-mail lcs4dt5aol corn
Saturday, February 13, 2016 D RC[E0V[E
Town of Southold D
Building Department MAy 2 0 2016
Town Hall Annex Building
54375 Route 25
P. �. Box 1179 BiT.�DING DEPT.
Southold, New York 11971 SOWN QF SQUTHOLD
Re: Certification Letter- Fifty Two(52).280 W P. V. Roof Toss
Solar.'Panel Array, 14.56 kW Total Output,for
Lombardi Residence=150 Seawood Drive
Southold, New York 11971
1 have reviewed the solar energy system installation in the subject topic on 0.1130!2016. The
units,have been installed in accordance with the manufacturer's installation instructions and
the construction drawings approved by the Building Department of the Town of Southold.
The solar panel installation is_in'compliance with the requirements of the 2010-Residential
Code of New York State,A9CE-05 and N. F. P.A. Standard 70"The National Electrical Code."
!Markings in accordance with Section 690.53 of the National Electrical Code are provided.
To my best belief and knowledge, the work in this document is accurate, conforms with the
governing codes and standards applicable at the time of submission, conforms with
reasonable standards of practice with the view to the safeguarding of life, health; property
and public welfare.
Sincerely,
Luigi Claudio Sciandra Professional Engineer ,
C3F �Etn, �
c1 } SC a
JSP V_ 0 r
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FIELD IN'S'JPEf."I'XCDN T{E07:��' AAZT . CO ,NTS
FQUM,mUON(1ST)
FOUNDATION(2N13)
cn
ROUGH FR NC & H
PLUMBING
INSULATION PEA N.Y. H
STATE ENERGY COME
FINAL
D 1�rf •T 1 D N� L• C�+'�!Y1 C •
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying9
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey _ 1•
South oldTown.North Fork.net PERMIT NO. Check
Septic Form
N Y.S.D E.0
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form '
Contact:
Approved RAD 20_g Mad to trA
Disapproved a/c
_ - Phone.
Expiration
rn
il'dg Inspector
jj nn 55
OCT�CT 1 AP1�-LTi r;i OR BUILDING PERMIT
?SDG DEPi Date .20
t 1,u," -,01 1',;ii f, INSTRUCTIONS
a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to,adjoinmg premises or public streets or
areas,and waterways.
cThe work covered by this application ma}: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 iniwhole 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 fol an
addition six months.Thereafter,a new permit shall!,be required
APPLICATION iS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections
(Signature of applicant or name,if a corporation)
lqk o Sound Ale. ,
((NlailjnQddress of applicant
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician.plumber or builder
��CC,�iLt urn ,
Name of owner of premises _1 O f \\ +- J uS(n L-0 m b(u/d_,�
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No. _5a, (0
Other Trade's License No.
1. Location of land on vhich propose wor•will be done-
150 �D. DyS ug4yl cl
House Number Street Hamlet Q(
County Tax Map No. 1000 Section Block Lot U
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction.
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front Rear Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning lav,ordinance or regulation?YES NO
13. Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES NO
14.Names of Owner of premises ul-A I Address W00--� WI(o —W �q
Name of Architecttul 1 LI md,a Address
Name of Contractor `✓NO Address L) Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*Y S NO
*IF YES,SOUTHOLD TOWN TRUSTEES'&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES.D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines
17.if elevation at any point on property is at 10 feet or below,mast 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.
Of co COUNTY OF Su ml
O o
being duly sworn,deposes and says that(s)he is the applicant
Z _ (Name of individual signing contract)above named,
M U
2 p n Y (S)He is the
Q W ,p - „ (Contractor,Agent.Corporate Officer,etc.)
Q Ac Q y m
U '? 2 e x of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application,
oc U that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be
Q m C
p m c performed in the manner set forth in the application filed therewith.
a h
a Z = E
Q Sworn to before meth
0 7-_ day of � i 20 (S
Notary Public Signature of Applicant
t;
°SAF �� S'7C'�0�][�.I�M[��V.A TIER
Scott A. Russell o�
SUPERVISOR t - AMIANAG►)EI\�ICIE��C''
SOUTHOLD TOWN HALL-P.O.Box 1179 O
53095 blain Road-SOUrHOLD,NEW YORK 11971 2�, a Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT )
--- ----- - -DOES THUS PROJECT UNZ%OLVE AINY Of THE Z'OLLMIVI1G:
Ye:, No CHECK ALL-IH-,1 -,PPLY)
�
❑ A Clearing, grubbing, grading or ,tripping of land which affects more
than 5,000 square feet of ground surface.
❑El/B. Excavation or filling involving more than 200 cubic vards of material
\,within any parcel or any contiguous area.
ID
11[3/c. Site preparation on Slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation \vithrn 100 feet of \\wetlands, beach, bluff or coastal
erosion hazard area.
I; ❑[ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any Nvatercourse.
❑[3�F. Installation of ne\,N• or resurfaced impervious surfaces of 1,000 Square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name.
Signature, Contact Information, Date & County Tax Map Number'. Chapter 23f, does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
r=--=-_ S.C:l-.i\1. `• 1000 Date
APPLICANT (Propert%On nor Do.,ton Pi ofe"tonal Agent Contractor.Othei) 1000
NA\IE A ,0 l 1 nn (CL
-
--_----Sect ton—==-6loct, --- Lot
i ` �7 (�Jr��i '*'- F(-)PL BC;ILDI\"G DEP_ ARTA\,ICS-F t;SE OSI-)
Contact h ormat,nn _l -3 1 1 L VO I w
- - - - - - - - - - - - - - - - - -
Date:
�vr�-. /
Re\Ie\%ed Br 1
Pro pert�• Address/ Location of C on�h•uct ion Work- -
— — — — — — — — Dale_ — . — —`
1 �•�y� �1Xn D� \pploverl foi proceasing Building Permit.
1 1 Plan Not Required.
C �f. Storm��ater ivlanagement Contra
! ® Storniv ater Management Control Plan i,Requiie,l
(Fore aid to Engineei ing Depai tment for Ret Ie« i
FORiv'I SMC P-TOS N I A Y 201 4
i
OF SO�r,�Of
� o
Town Hall Annex 4 Telephone(631)768-1802
54375 Main Road p2
P.O.Box 1179 - roQer.richertCa�1`wn.so 95o16.nV.us
Southold,NY 11971-0959
I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. J C VM 1 Q Rt 'm 1U Date:
Company Name: t/�}
Name:
License No.: .5a(0�01
Address: ` WID S OQPA �W 1-�UC-�_
Phone No.. 1 -
JOBSITE INFORMATION: (*indicates required information)
*Name:
*Address:
15D
*Cross Street:
*Phone No.:
Permit No.:
�o l
Tax-Map District: 1000 Section: Block:_ Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YES/ NO Rough In Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information (If.needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground ' Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
824Request for inspection Foran
i
SOUTH®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 CA
�e
Southold,NY 11971-0959 �ol�• aQ
COMM
January 12, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Eastern Energy Systems
7470 Sound Ave
Mattituck NY 11952
Re: Lombardi, 150 Seawood Dr, Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
ertification required from an architect or engineer stating the panels were installed per NYS
Idi—ng Code.
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 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 - 40193 - Solar Panels
nm
SEAWOO-D .DRIVE
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MAP OF 'STERLING HARBOR INC.
AT BAYVIEW - 'FILED MAP /f 11715
1
• f
New York State Insurance Fund
Workers'Compensation&Disability Benefits Specialists Since 1914
8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 `
Phone (631)7564300
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
^^^^^^ 204209085
EASTERN ENERGY SYSTEMS INC
7470 SOUND AVENUE
MATTITUCK NY 11952 ;f
POLICYHOLDER CERTIFICATE HOLDER
EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD
7470 SOUND AVENUE 54375 MAIN RD.
MATTITUCK NY 11952 PO BOX 1179
SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE
11455663-3 818522 06/08/2015 TO 06/08/2016 6/3/2015
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 1455 663-3 UNTIL 06/08/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER
FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE,
10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE.
NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW
YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE ;SUCH NOTICE.
THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE
INSURED CORPORATION.
JAMIE J MINNICK PRESIDENT OF
EASTERN ENERGY SYSTEMS INC
(A ONE PERSON CORP)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND, OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
r i
NEW YORK STATE INSURANCE FUND
DIRECTOR,INSURANCE FUND'UNDERWRITING
This certificate can be validated on our web site at https.//www.nysif.com/cert/certval.asp or by calling(888)875-5790
VALIDATION NUMBER 750453194
U-26.3
I�
ELECTRICAL
INSPECTION REQUIRED
RETAIN STORM NATER RUNOFF
PURSUANT TO CHAPTER 236
OFTHE TOWN CODE.
APPROVED AS NOTED
DATE: P.#
FEE: BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
i
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY-
a
LuIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court - Smithtown, NY 11787-3011 - (631)543-2953 • fax(631)543-1526
E-mail: Ics4d@aol.com
Tuesday, October 13, 2015
Eastern Energy Systems
7470 Sound Avenue
Mattituck, New York 11952
Tel. 631-779-4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager
Re: Filly Two (52) 280 W P. V. Roof Top
Solar Panel Array, 14.56 kW Total Output, for
Lombardi Residence— 160 Seawood Drive
Southold, New York 11971
Dear Mr. Lawton:
Pursuant to your request, I have reviewed the following information regarding the subject roof
top solar panel array:
• Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying
specific site information including size and spacing of rafters for the existing roof.
• Design drawings of the proposed system to include site plan, roof plan, mounting details
for the solar panels. This information was prepared by E2Sys and will be utilized for
approval by the Town of Southold and for construction of the proposed system.
Based on the above documentation, I have evaluated the structural capacity of the existing
system to support the additional loads imposed by the solar panel arrays and offer the following
comments:
The existing roof type is provided with asphalt shingles, 2"x8" Douglas Fir rafters at 1'6" on
center, with 220 roof pitch for array#1, 2"x6" Douglas Fir rafters at 16"on center for arrays 2-4,
with 100 roof pitch for array #2, 380 roof pitch for array#3, 400 roof pitch for array #4, 2"x8"
ceiling joists at 16"on center. Our review of the photos of the exterior roof indicates no signs of
settlement or misalignment caused by overstressed underlying structural members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
Design wind speed (3 sec. gust): 120 mph
Ground snow load: 20 lbs/sq. ft.
Solar Arrays 1-4 Dead Load: 2.6 lbs/sq. ft.
' 1
Total Weight of Array 1. 1170.4 lbs
Total Weight of Array 2: 736.56lbs
Total Weight of Array 3: 278.8 lbs
Total Weight of Array 4: 310.56lbs
The above values are within acceptable limits of recognized industry standards for similar
structures. The structural analysis, performed for the existing structure and for the solar panel
arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to
supports the additional panel weight without damage, if installed correctly.
The onsite inspection and the photographs show that the roof framing is in good conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the roof structure. If any deflection is noticed, than it is
recommended that the solar panels be cleared of accumulated snow more than one (1) foot
deep over a period of one week. If no deflections are visible under any snow loading over a
period of time, then there is no need to clear the solar panels.
Based on the above evaluation, it is the opinion of the undersigned professional engineer, that
with appropriate solar panel anchors being utilized,the roof system will adequately support the
additional loading imposed by the solar panel arrays.
This evaluation is in conformance with the 2010 Residential Code of New York State, the 2001
Wood Frame construction Manual, SEVASCE 7 "Minimum Design Loads for Buildings and
Other Structures", current industry standards and practice and based on documentation and
data supplied by E2Sys at the time of this report.
Should you have any questions regarding the above or if you require additional information, do
not hesit to contact me. Sincerely,
uigi Claudio Sci ndra, P. E.
OF NEW }-O
CO � scigNo���-
�tCo 060935'1
AROFESSIOW,'
2
+COPE OF WORK DESIGN&DRAFTING BY:
WORK flf� r yy JAMIE MINNICK
NABCEP CERTIFIED
TO INSTALL A 14.560 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE 051112-129
LOMBARDI RESIDENCE, LOCATED AT 150 SEAWOOD DRIVE, SOUTHOLD, NY 11971. e
THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED �� REVISIONS
WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. a�yc�° cls a� DESCRIPTION DATE REV
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES.
P� - - `•,` ORIGINAL 10-08-2015
SYSTEM RATING
;ti r
14.560 kW DC STC
10.660 kW DC PTC PROJECT LOCATION
EQUIPMENT SUMMARY - --_- _ i`z
52 LG280SlC-B3 PV MODULES I ��
I SOLAREDGE SE-6000A-US INVERTER OF NEW = CONTRACTOR
I SOLAREDGE SE-760OA-US INVERTER ,p -
I IRONRIDGE XR1000 MOUNTING SYSTEM �� \GAG,
SHEET INDEX
PV-1 COVER ?-
PV-2 SITE PLAN l!/ SOLAR UNIVERSE
PV-3 ROOF PV LAYOUT ,L �aA 7470 SOUND AVE
PV-4 STRUCTURAL/ DETAILS & SECTIONS �'Q� 060935-1 aO ` MATTITUCK, NY 11952
GOVERNING CODES AROFESSIO10"� = LICENSE # 43889 H
V 4�
2011 NATIONAL ELECTRICAL CODE PROJECT NAME
2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE
UNDERWRITERS LABORATORIES (UL) STANDARDS �-' ui W
OSHA 29 CFR 1910.269
GENERAL NOTES _W
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS
AT THE SITE PRIOR TO STARTING TO WORK AND SHALL t W ® Z
FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS
AND MAKE WORK AGREE THE SAME. O
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E.
FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, # jj w
COMPLETED OPERATION, ETC. ADEQUATE FOR THE a
REQUIRED. f"
PURPOSES OF THIS PROJECT AND FURNISH PROOF OF r
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE
SAME PRIOR TO COMMENCING WITH WORK. x5. G
AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE
JURISDICTION. �4.`�i `
11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
�- '' Ln„�,- (�
4, IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE a �—
' -
CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ”
EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON
AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND -
THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND , -''K
NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE -"«�
NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER 1 ;,,, _ " €"
PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ,*� r SHEET NAME
BRACIING, SAFETY RAILINGS AND SECURE FOOTINGS FOR
ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM '
ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS
S. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE COVER
FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION.
SPECIFICATIONS.
12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE
DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY
6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE a �-
EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY •=
UNDERWRITERS APPROVED AND IN ACCORDANCE WITH
N.E.C. & NYS CODES & REGULATIONSEXISTING CONDITIONS PRIOR TO ORDERBNG MATERIALS AND
T. ANY DEVIATION FROM THESE PLANS WITHOUT THE COMMENCING WITH WORK. DRAWING SCALE
13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS . ` 1'
WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THEs N.T.S.
WORK FROM THE SITE AND DISPOSE OF IN A LEGAL I�l
ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS
8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT.
AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE
WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE
EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY SHEET NUMBER
OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK ISN BE AERIAL VIEW
9. CONTRACTOR SHALL PROTECT, (PATCH AND REPAIR ALL COMPLETED TO THE SATISFACTION OF THE OWNER rV-1
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OFF FINAL PAYMENT. p
RESULT OF HIS WORK.
DESIGN&DRAFTING BY:
\ JAMIE MINNIOK
-RTI
\\ \ N�OS11C2 R29flIED
/ REVISIONS
/ / \ DESCRIPTION DATE REV
/ ORIGINAL 10.08-2015
DRIVEWAY
CONTRACTOR
LEGEND
EXISTING UTILITY ER
MAINSERVICE PANEL
NEW C DISCONNECT PV SUB-PANELS 10'_42„ SOLAR UNIVERSE
COMBINER
INVERTERS 7470 SOUND AVE
GND ELECTRODE 17'
7'-31«
I 2 �MATTITUCK, NY 11952
PV MODULE LICENSE # 43889 H
RACKING RAIL 00,
O ATTACHMENT POINT
48'-7" PROJECT NAME
"
---RAFTERS 1'-9
Q 27'-7n 'I'
-4--ROOF PITCH ANGLE 2 8'-�„ `�`� W
F.9SUNRUN METER U >
®
VENT 2'-4" z
/- �
O PLUMBING VENT 191 6'-1" O r
®SKY LIGHT 3 —22 p* }-
®CHIMNEY 8 -�" 3`-11" U o z
COMPOSITE SHINGLES 2'_1„ W O
GOOD CONDITION O
POTENTIAL\ A N ISSUES ,
TRIM/REMOVc AS NECESSARY 3 -93"
J
13'-11" 20'-2" O
Q
10" Q U) I--
NZ)
2,_111op28'_1" O
Ln
2
OF NEW yo lJ, 5,_52n , 1„ , n ,_ 1n
N o J 2 -11 5 102
CCv\G� .SCIq 14`-62" $ ° 2
SHEET NAME
0
Z
* * °a SITE PLAN
n� .4U N
s
0609351 CSG �° O°
�{ DRAWING SCALE
it)
%FESSION�
10'-72" 28'-11 15,_6" N.T.S.'
CONSTRUCTION NOTES
1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING.
PV-2
3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
DESIGN&DRAFTING BY:
• -3' 16'-6�1• JAMIE MINNICK
4
NABCEP CERTIFIED
— — — 051112-129
ARRAY #3
REVISIONS
5.-4 5 MODULES C, DESCRIPTION DATE REV
38°PITCH
-- - - - - - - -- - 192°AZIMUTH cAl ORIGINAL 10-OB-2015
1 '
- - -- - - - - - — - OF NEw
NOTE: SCP6� 0 SCIq O,
- - - GN
16"SPACII�* BETWEEN PV MODULES TYP.
o,
DIMENSIONS ARE FROM EDGE OF PV MODULES * CONTRACTOR
— — — TO EDGE OF ROOF SHINGLES TYP.
LEGEND -- - - - -- — — m
ARRAY #2 2 ��
Ia°; O_/ ARRAY #1 060935-
MAIN SERVICEUTILITY
/,-)/(--16 MODULES
NEW PV SUB-PANELS i 90°PITCH 25 MODULES ARo N0-
A/C DISCONNECT _ _ __ __ __ __ __ __ __ _ _ _�(e) 195°AZIMUTH 22°PITCH FESSIO
COMBINER ; 104°AZIMUTH
INVERTERS ,o SOLAR UNIVERSE
e GND ELECTRODE 6•_51'^ m 7470 SOUND AVE
MATTITUCK NY 11952
PV MODULE - -1-1
--- - - ------- /18" FIRE SETBACK" @ RIDGE LICENSE # 43889 H
RACKING RAIL
O ATTACHMENT POINT _ ___ __ T==
__ __ _ _ _
I I I - 1 I I I I I I I I I PROJECT NAME
---RAFTERS - -- -- - - -- -- — — —
I I I I I I I I I
PROOF PITCH ANGLE I I
w 11
i LJ..1
a SUNRUN METER t I I I I I I I
®VENTI I I
OPLUMBING VENT
®SKY LIGHT - -- - - -- - - - - I
®CHIMNEY
II ! z
GCOMPOSITE SHINGLES
GI I I f
OOD CONDITION _
POTENTIAL SHADINQ
TRIREMOVE AS NECESSARY ARY I I I 16'-24"
1'-12•° - - - - -- - - - I I I L L
o � J
210 10-91, t I I I I I I I I ( O
I I
_ I
- - _�w I I I I I ( I I I W (�✓ e-
i-n
m I G O O
0 Ln
- ARRAY # I (/�
6 MODULES I I I I I I I I I I
� 40° PITCH
10'94.• - - - - - @ 199°AZIMUT 3.32., �4.. 3._32„ 3„
m2'S4" 2" '-62" 33'-04"SHEET NAME
CONSTRUCTION SUMMARY ROOF DETAIL
- !�
(52) LG280SlC-B3 PV MODULES, 14.560 kW DC STC 3" N
(1) SOLAREDGE SE-6000A-US INVERTER
(1) SOLAREDGE SE-760OA-US INVERTER a �o
DRAWING SCALE
(100) ATTACHMENT POINTS @ 64" OC MAX.
(416) U IRONRIDGE XRS1000 MOUNTING SYSTEM N.T.S.
ROOF TYPE = ASPHALT SHINGILE CID
CONSTRUCTION NOTES
ROOF/ARRAY#1- PITCH: 22°, AZIMUTH: 104° (p R,
ROOF/ARRAY #2- PITCH: 10°, AZIMUTH: 195°
0- .) ALL EQUIPMENT SHALE.BE INSTALLED IIN ACCORDANCE WITH THE
ROOF/ARRAY #3- PITCH: 38°, AZIMUTH: 192° p oa MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER
ROOF/ARRAY #4- PITCH: 40°, AZIMUTH: 199° RC1 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-3
ROOF STRUCTURE = ARRAY #1-2X8 DOUGLAS FIR RAFTERS @16 O.C. 3.) ALL (LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
ROOF STRUCTURE = ARRAY #2,3,4-2X6 DOUGLAS FIR RAFTERS @16 O.C.
LOAD CALCULATIONS ARRAY #1 ARRAY #2 ARRAY #3 ARRAY #4 DESIGN&DRAFTING BY:
JAMIE MINNICK
Module Weight 36.96 Lbs 36.96 Lbs 36.96 Lbs 36.96 Lbs CERTIFIED NABCEP CERTII
FIED
## of Modules 25 16 5 6 OF NEW yo 051112-129
Total Module Weight 924.0 Lbs 591.36 Lbs 184.8 Lbs 221.76 Lbs ��P ,g
G C SCIiI/
Total Len th of Rail 176 Ft 108 Ft 60 Ft 72 Ft REVISIONS
Rail Wei ht Per Foot 0.9 Lbs 0.9 Lbs 0.9 Lbs 0.9 Lbs (E) ASSY #1 2x8 RAFTERS @ 16" O.C.
DESCRIPTION DATE REV
Total Rail Wei ht 158.4 Lbs 97.2 Lbs 54 Lbs 64.8 Lbs * * ORIGINAL 10-08-2015
# of Standoffs 44 24 20 12 ASSY #2,3,x$ 2x6 RAFTERS @ 16" O.C.
Welciht per standoff 2 Lbs 2 Lbs 2 Lbs 2 Lbs (U
Total Standoff Weight 88 Lbs 48 Lbs 40 Lbs 24 Lbs 2�
Total ArrayWei ht 1170.4 Lbs 736.56 Lbs 278.8 Lbs 310.56 Lbs ZSFQ O6ag351 �O` so
Point Load 25 Lbs 25 Lbs 25 Lbs 25 Lbs pROFESSION�
Total Arra Area 450 S Ft 288 S Ft 90 S Ft 108 S Ft
Arra Dead Load 2.6Lbs/S Ft 2.6Lbs/S Ft 2.6Lbs/S Ft 2.6Lbs/S Ft
As per ASCE 7 - Method 1: fig 6-2 # (table - 1
P net =0 Kzt I Pnet30 eq 6-2 Kzt sec 6.5.7 1 Friet.30 ktable - ##
CLIMACTIC AND Ground VVind Speed Live load, Point Max fastener ARRAY #1- 220, #2- 100 CONTRACTOR
GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along #3` 380, #4- 400
CRITERIA Pg mph ASCE7, psf Ib. rails, in.
A # 20 120 # 468 5/16" x 6" Stainless Steel
B # TYP. TYP. # TYP. Lag Bolts
Roof Section # 72
# SOLAR UNIVERSE
# 7470 SOUND AVE
(E) ASSY 2x8 JOIST DOING FIR @ 16" O.C. MATTITUCK, NY 11952
LICENSE # 43889 H
TABLE RR�1.2(1) _
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (E) EXTERIOR WALLPROJECT NAME
P
_WIND SU BJEC T TO DAMAGE FROM W W
GROUND' SPEED' FROST
SNOW 3SE_C_ SEISMIC _ LINE _ ICE SHIELD Z 0-1
LOAD GUST DESIGN DEPTHb TERMITE° UNDERLAYMENT FLOOD W e—
� ROOF FRAMING DETAIL 0
(PSF) (MPH) CATEGORYe WEATHERINGa (FT-IN) REQUIREDe HAZARD 1
20 110 C _ _ SEVERE 3'-0" MODERATE YES NO SCALE: 1/2" = 1'-0" —�—� W 0 Z
TO HEAVY
For SI:1 pound per square foot=0.0479 kN/m2,1 mile per hour=1.609 km/h
a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural 0 O
requirements of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible,"
"moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The
grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. m U
MODULE MOUNTING CLIP
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in theSOLAR MODULE ZE
frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL 3/s" ,
(n
BOLT AND NUT �
C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has
been n history of local subterranean termite damage. 8
UNIRAC ALUMINUM RAIL
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ALUMINUM"L"BRACKET ALUMINUM FLASHING SHEET NAME
R301 2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section ALUMINUM PV
8301.2.1.4. quicKulouNr
STRUCTURAL
e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section ASSY#1 2 X 8 RAFTER
R301 2.2.1. ASSY#2,3,4 2 X 6 RAFTER
ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS
STEEL LAG BOLT WITH
f The jurisdiction shall fill in this part of the table with(a)the date of the jurisdiction's entry into the National Flood '_-2 1/2"MIN THREAD
Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the PENETRATION SEALED DRAWING SCALE
WITH GEOCEL 4500
date(s)of the currently effective FORM and FBFM,or other flood hazard map adopted by the community,as may be A
amended. S NOTED
1
g. In accordance With Sections R9052.7.1,R905.4.3.1, R905.5.3 1,R905.6.3.1,R905.7.3.1 and 8905.8.3.1,where
there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the
table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." SHEET NUMBER
1. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 2(5)for MOUNTING DETAIL PV-4
sites at elevations up to 1000 feet Sites at elevations above 1000 feet shall have their ground snow load increased 2
from the mapped value by 2 psf for every 100 feet above 1000 feet. SCALE: 1 1/2" = 1'-0" ��
4
Life's Good
V
Mono •�y '� , .f`�.' 1. '(I,t�
LG23,0SI C-13 1
.., . .-
i,Iorio X"series are LCI Electrot iics high-qudliLy mond y.stalune, . „ -
rnadUk trrandu The qu.lity Is the restlltoi our strr�ng,ru riiinitt7iert � ;
In developing a mticlille to Improve benefits for custorne`rs.`
Features of Mono X�series include higher,efficiency,end durabdi4:y
than LG lir ivious models,'converiient installation,aril 3�lt:hei:c
i . t" MP�ty3LC0 PNQUUC[� 'fT, - i CCE
._ 1 <
tska Light and Robust Convenient Installation
With a weight of lust 16 8 kg(36 96!b),LG Tt ., LG modules are carefully designed to benefit installers
L,�ht Wo„ph, modules ate proven to demonstrate outstanding -�,:, by allowing quick and easy installations throughout the
durability against exLei nal pressure up to 5400 Pa Convenient carrying,grounding,and connecting sLages of modules
Inst»polio:,
F SL4 100%EL Test Completed The Extra 2%Power
Pte] All LG modules pass Elect rolurnnascence inspection To minimize losses due Lc mismatch,LG
EL Tc tproduces 3 grou^s
This EL inshectton detects cracks and other of solar modules which are sorted by its current'glass
t
imperfectionsunseenby the naked eye c ,,,r,f. This enables Mono X"'to maximize the system's output
by around 2%based over the Cheat etical calcul,Dtion
--,.� Reliable Warranties r^. Positive Power Tolerance
j LG stands b/its products with the strength of a G LG provides rigorous quality testing to solar mcdules
global corporation and sterling warranty policies to assure customers of the stated potver output'•of all
e -T
LG offers a 10 year product limited warranty and ''�,�„re modules,taJtth a posrCtve nominal tolerance starting at C%
a 25 year limited lineal output warranty
About LG Electronics
LG Els amn.c r.e,au�Lnanarai coq+erahoo ro•nm:[ed;o eepando-y r;c,paa:y,�.m soli-Uq,hug nes as a.r:re arc v.h en;.re nr :olo.nnerg,;o.rc•--ch ima ped m"S45,b+ckvij y LG Gro,❑
rrch rrpan�r.:e m Eam-condutnrs 1 CD rh,-n';:r,nd t Irs,ron.r mate.AS industry VUe sucr-sfuihy rok—ed the fust M,rm X"Eerie;.O V n,,rkrt 1 21,W vh,h• ,old r,3"i mfr ,n;+s a.-M 201 u,V,o X°N 0%,
v.on'inte:ch;,w�a d, vch prrved.,c xd,rg ucv3;rm m-he�nd'.::ry
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Mechanical Properties Electrical Properties(STC*)'
Cells, ^s:i_' ;.`.' 6 x 10 LG28051 C-133
Cell vendor-" ''__ l_G, Maximum power at STC(Prnpp) 280
i
Celt typei;?:>;'' s �NtonncrystaE6 le UpP voltage(Vmpp) 31 9„
Cell d(men'sicns,;.3- '1565k 156 S mm/6 x 6 in MPP current(Impp) 8 78
of bulbar,' .'' 'n 3,< ° Open circuit voltage(Voc) 38 S
Dim ensions(L x Nl,'1(H}. 1640 k 1000 x 35 mm.
;air,•:
'64 57 57 x 39 37 x 138 in- Short circuit current(Isc) 933
Static snow load,'•'.;'":- 5400 Pa/113 psf Module efficiency(%) 171
Static wind load= t:; ' 2n00 Pa/50psf Operating temperature(°C) -40-+90
Weight — -i 6 B t 0.5 kq/-.3696 t 1 111, Maximum system voltage(V) 1000(lEC),600(UL)
Connector type. ' MC4 corinector IP 67 Maximum series fuse rating(A) 15
Junction box is,:t• IP 671v,103 bypass diodes power tolerance(%) 0-+3
Length of cabhs'. 1000 mm/39.37 in 5TC(Su,,, TP:ccnnlolcn)rraoan e loci:va/nr mDdn a ttmp«tiro 25°C A1.11 s
Glass _ Hightransmission tempered glass 'Tteean.eplasposrercucp us mevnned.nddeten,mad by LG Eioct onsanrs soh mad absolute deuoe..
Frame t ';;"',°;• kodaadaluminum
Electrical Properties(NOCT*)
y{yrl' }t 3 E LG2BOS1C-B3
Certification afid,Wai rarity
= ( y Maximum power at NOCT(PmFp) 205
Certification's'`-`7 ='a., ' ' ' IEC 6121'5,lEC 61730x1/-2,
''r_ a«•- (Silt MistCdros
rlgnTest(IEC61701), MPPvoltage(Vmpp) 293
G 'sTest prlminonia Resistance MPP current(tmpp} 700
=fohu
Lk)703;150 9001 Open circuit vnitaae(Voc) 360
Product warranty " 10 years' -- Short circuit current(Isc) 752
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P y LlmiteT)Linear Waffan y- <45%
(meawremenT 7ah-iacuc xa%y'`"' -r,� (ft�m 1000 vim'm 200 w/m)
iz"0.7%p ari til degr dation 3)802%fa 2_S'ywm •NOCT(N°minar OperatiN Cell T.mpe—)laadww 800 NJrm',ambient tomperature 20'r,wind peed i m/s
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The best choice for SolarEdge enabled systems
® Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance
Superior efficiency(98%)
Small,lightweight and easy to install on provided bracket a'• 'E
rI
Built-in module-level monitoring
® Internet connection through Ethernet or Wireless
® Outdoor and indoor installation ??•'
o Fixed voltage inve'rterr, DC/AC conversion only
® Pre-assembled Safety Switch for faster installation
Optional—revenue grade data,ANSI C12.1
USA GERiV!ANY ITALY FRANCE 1tiPAtU CN!t1A AUSTRALIA THE NETHERLANDS ISRAEL vvvvi< .361 al edge us
}i%
�t 3 j Single hale Inverters for North America
s a � -"_-`' SE3000A-US J SE3800A US/SE5000A US(SE6000A-lJS/
SE760OA-US!SE1000OA-US/SE1140OA-US
? SE_3000A-US 1SE3800A US SESDOOA—US SE6000A=USSE760OA-USS lE OOOOA-US SE1140OA- U 1
OUTPUT
Nominal AC Power Output 3000 1 3800 I 5000 6000 7600 0 240V 11400 VA
9980
. .......
.1000..@,
" 1 5400 @ 208V 10800 208V
Max.AC Power.0utp6t 3300 1 4150 6000 # 8350 ` 12000 VA
,...... .......:......... ... ....�..... ........ ;...... ....... .5450•@240V �... .... . ...,I...--------••-•-'.10950�240V.1...... .".. ....- .. -.. .
AC Output Voltage,Min:Nom-Max f�1
183--208-229 Vac." { 1. ✓
......... .......... ..............
AC Output voltage Min-Nom-Max ltl I ✓ V
211-240-264.Vac
..... ........... . . ...... ....... ... ..........�............... �.... ... _.....�..,.. ... ....... .... ..
AC Frequeng-Min;Nom:Max.i'1 59 3:60:60 5(with HI country setting 57-60=60:5) Hz
...... .........:................. ....i..... .. ......�......16....,.J..21 ct 240V..i.... .�s .....1......32... ......42@240V... ..... 4.7.5 ... . A
Max.Continuous Output Current
GFDI Threshold 1 A
.. .. �..........
Utility Monitoring;Blanding Protection,Country Configurable Thresholds Yes 9 Yes
INPUT,
Maximum DC;Povier(STCJ 4050 5100 6750 8100 10250 J 13500 15350. I w�
Transformer Iess,fUn�rounded ( Yes
Max,Input;Voltage500 Vdc
Nam.DC in ut:Voltage 325 208V 350 240V Vdc
.......DCII?.......................... ... ......... .............
- '-� t;'i - 208V 33 @ 208V
.............. .
Max Input,Ctirrential 9.5 13 @ 18 23 E 34.5 Adc
r:..., �... .............. .15;5 240V.�.........: .,...................1..30 5. _24OV..�............. ...t.....,.,.,
......... ...
Nlax.Input S6,6r#Circuit Current ( 45 Adc
........................ .. .............. ................ _ ...................".................. ................ II.. .......
Reverse-Pola'ritY,Protection { .............. Yes....... `.........,
..I ..............
Ground Fa"ult+Isolation Detection 600ka Sensitivity
..;..r:......,..................i......_........ .. . . ....I....... ............... .
MaximumtnverterEffinencY._........�.....97:7.....�.....98:2.....� ._..98:3......1 ....98:3............98.......'....- '98.. .:. .. ..98......,`...,x°....
Ii
97 @ 208V
CEC,Welghted Efficiency 97.5 98 97.5 I 97.5 ` 97 5 /
I 98 240V (. i. ...� 97.5 240V,.1.................', °o
Nighttime P,ovrer Consum tion _
-<2.5 <4 W
�:ADpfTIONAL`OEATURES,.
Sub d' Interfaces R5485,RS232,Ethernet.ZigOee(optional)
..,.-._,.,............... .. ....
Revenue Grade',Data,... .... Optionalial
Rapid Shutdown.-NEC-2014 690.12 F,unctiona6ty enabled when SolarEdge rapid shutdown kit is installed"'
STAND_— 'tR'd COIVtPLIANCE r'
Safety ;a=,-s UL1741,UL1699B,UL1998,CSA 22.2
Grid Connection Standards.. ....... ............. .............. ................ ....IEEE1547..............,................:.: .... .. ......
.Emissions FCC part15 class B �. ........
,'k. TM ............... .............. .............. ............. ................. .. .. ..
.INS_TAL%T70N"SPECIFICATIONS'
V AC,output conduct`size/AVVG range minimum/16-6 AWG 3/4"minimum/8-3 AWG
e ........ ... . .....
DC input conduit size/ft of strings/ 3/4' mi m/1- tr ngs/
AWG ran e'i r 3/4 minimum/1-2 strings/`16-6 AWG 14-6
nimu 2 s i
.. g...:... ......... ........... ` .....
Dimensions:ivith Safety Switch 12.5 x 10 S/ In%
305x12.5x7.2/77Sx315x184 30775x3 5x2 �-
......................... 1 60
. .......... mm
..... . , . ,
,,,,g. tySwitch ( 51.2/23.2 ! 54.7/24.7 .88.4/40,1,...,,..,
3..... .................... ................ _ ........
Wei ht with•Safe ,
Natural
convection
Cooling Natural Convection and internal Fans(user replaceable)
r• �f.
fan(user
............ . .......... . .
replaceable)
Noise.. y 1 ....-. .... <25 <50.;... . .. . .... .....�„dBA
.... .. ...,......... .. .. i.. .. ........_ ......._..... ._. ............ .._..._.........�................ ......"..
Min.-Max.Operating Temperatureis1
13 to+140/-25 to+60(-40 to+60 version available ) F/°C
Range ...:..;.........................i`..... .....
. ............ .. ................... I
Protection Rating ...NEMA 3R.. ........ ... .. .................l..........
pi ror other regional settings please contact SolarEdge support
rt'A higher current wince may be vied,the inverter will irnrt its input current to the values slated
"i Revenue grade inverter P/N SExxrxA-US000NNR2(for 7600W inverter SE7600A-US002NNR2)
Rapid shutdown kit P/N SE1000-RSD-Sl
(sl-40 version P/N'SExxv.A-US000NNU4(for 760OW inverter SE7600A-US002NN1J4)
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IRONRIDGE . . .._,.... ,_�,
- _- Roof Mount System _ ... ,,:a,#;i•; - -- - -- _ -- - •- _---
Rail XR100 Rail XR1000 Rall Internal Splices
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t , •;:.��.-ter.^ �_r_,.. ..'t !
• . A low-ptofile mounting rail The ultimate residential A heavyweight mounting All rads use internal splices
for regions with light snow solar mounting rad rad for commercial projects for seamless connections.
t ';-.';'; ,_9N • 81sp:mmng capability • 8'spannmg capability 12'spannmg capability Sell-tapping berews
Y 41 Moderate load capability Heavy load capability Extreme load capability Varying versions for rads
_ _ ^ • Clearianodizod finish Clear&black anod finish Clear anodized finish Grounding Straps offered
• '^re°�'.:;4p;wcwa..._J....a...a..,s..._.N-•..-._ — "4-s:��.,n:. •.i_a$ / , ., . __
n,I; FlasliFgot Slotted L-Feet Standoffs Tilt Legs
Anchor,flash,and mount Drop-in design for rapid rad Raise flush or tilted Till assembly to desired
with all-in-one attachments. attachment. systems to various heights, angle,up to 45 degrees
• Shipswilh all hardware High-friction serrated face Works with vent flashing Attaches directly to rad
IBC&IRC compliant Heavy-duty profile shape Ships pre-assembled Ships with all haidware
• Certified with XR Rads Clear&bfack anod finish Lengths from 3"to y" Fixed and adjustable
IrnnFzidrae builds the strongest root mounting system in solar Every component has been tested to the limit
and proven in extrome onvuonmenis End ClSmps Ground-rig Mid Clamps• T-Bolt Grounding Lugs Accessories
Our rigorous approach has led to unique structural features•such as curved rads and reinforced flashings,and j
is also why our PrOduCls ale fully certified,code compliant and backed by a 20-year warrantyzP•T J,
s nw
Strength Tested PE Certified
It
y All components evaluated for superior ; /.',:.•; Pre-stamped engineering letters Slide m,damps and secure Attach ana ground modules Ground system using the
Provide a finished and
structural performance available in most states modules at ends of rails. in the middle of the rad rad's top slot, organized look for rails
Mill finish&black anod. Parallol bonding T-holt Easy top-slot mounting Snap-in Mire Clips
Class A Fite Rating ^''_ +,' Design Softwat a
Size.!from 1 22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps
• Optional Under Clamos Mill R blast,slainloss Swivels in any direclion UV-protecloo polymer
Certdied to maintain the fire resislanre f Online tool generates a complete bill of
rdimg of the existing root .�-- materials in minutes .•ri ----
Design Assistant _ NAOCEP CeiLficd TrainingIntegrated Grounding i" ?0 Year Warranty
a d Go from rough layout to fully Earn free continuing education credits.
UL 2703 sysleni eliminates separate 5'.-'.:1 Twice the protection offered by erginaored system For free y white learning more about our systems
module grounding components r compaL:ors, "
i
-2.*�� AUTHORIZATION TO MARK Installation Overview
Install Roof Attachments
Install•appropnale roof flashing and/or standoff for roof type.
fres,,ulho+¢oF,tb•:apolt,ntwo of tho Cwt,ico4an I to O') 10 ovi rnod.:la,dcscrlhcd in lho Product(s) •Attach L-Feet to flashing or standoff.
Cwaod r•;con ,h•:n n mic in acconlan-o uilh thn wnt il,ona Oct fool,in tho Certification Agremm:nf and Lr.9tcng
i;++pnn Tnr,outhonrnh•,n uh;o opphos Ir rnuf!ipa,h5ten modoos)irionl;t:od un IN ooirblahon pngo of the Wong
;zopo,I
.; Prepare Rail Connections
Th•:do,-u'nr nl rt Ihry propnny of I111eMk orb llog Sorncr4 ani)is not Irnnsforiblo,Tlie corWicatian nark(,)finny b,'
npp•,ed one.•at tr•1 icr ition of tho Party Authnwoo ro Apply Marl, 'Insert splice into first rail,then secure with Grounding Strap and "
self-drilling screw
Applicant Ironvaige Inc. Manufacti ror, tronRiage,Inc. •Slide second rail overs lice,then secure with opposite end of
Zni C A,a Address Mss sCA 95,1 0 Grounding Strap and self-drilling screw.
Iia Anna,CA 4.1Fi-14 5\'dtAS CA 9$•190 _ _ •
country U5A Country _ USA
Conlarl inn,.5chx•.u7 Contact Lin Ilmsncvthy
Plan, (8,00)eat`''?' • Mount&Ground Rails _ -
(ito)2:::>-0973 Phone (800)227.9923 ,lr,;;
FAX (70.)I5e-1373 FAX (107)459•IB33 Attach rails to L-Foet and level rails
E y;r hiv v.?yrrtrinu*I.pi rem „ Email: 1,wrswort1yi,)Ir0an(J00 con '
Install one Grounding Lug per row of(nodules
Pnrty,Aullwraod To Apply Mark Samo as Manu}anLaur
Roport tsntdog Office, Lalm re,asl,CA r ��;;- ;,; i,+:.qtr r •Connect Grounding Lug to grounding conductor
Control Number 4007559 Authonzorl by _
for I uumas J Paltarxon Coitifieatfon tAarnger
en.cuysslneo Fzr"i Install Modules&Clamps -
TInstall first module using End Clamps and Grounding Mid Clamps
i us Install additional modules using Grounding Mid Clamps. •
Intertek Finish row with a second pair of End Clamps
This docurronl rnporaedos no provioas Authonzarlonr to Mark to-Ilio noted Ropo l Number
• >,ca.,.a.>.,,.,«,...,.,.:a,.enc..ew..a,'+.,.wn..,<n,.•..>....unu.n K..u.•au.m.e.,u*+wnse
w '4-c—.«aml•a:>-,.ri•'. . > v .Narvrtrn.t .vn vaW ka,.,r-w2e+v,r
Testing&Certification
.........,... _ - - -
N. .<.,w. <«..�, .,•, .•-r- ° Module Frame Compatibility
The IronRtdge Integrated Grounding p Y
tnlc+tak Tushnq Sonico�l•tA Inc System has been tested and certified to '
&s5 U,AlganC•nn r:a:+v fv4rylm,H++ry)tHs,1L 6b)G5 DlmenslOn Range
Tr 100-1-U�L'-33`r3d'st ct 647-.13-5fAd ria Jt_-209-;612 UL 2703 by Intertek Group plc. FA 31 Omm-51 Omm
til.Suoln:r'.•7D 3 h dtirc of luvastx)nFir:n for Rack Mounting Syato•ns and Clarnpaig Dodcos foc Flnt-Plata UL 2703 Is a proposed UL standard ; B S.OGmm(rninlmum)
S;andanl(c) Phnto.aRa�idndufes ar d Panms,lssuo Nernber t Octobw a,2010 for evaluating solar module mounting '
Any mnrfuiv Icirno5 nLaae paramutar3 ary MI 4;rW,n ihC
Pranut.t :N 12�u1>tvrih Inst rated 0.o7dinq and clamping devices,it onsures these prawiCai taSb nava ora t.nr•n 14swd la canpaimuay
rit,p d x,mm r:;n devices will maintain strong electrical and
Morfalti„ SI-41GD-(�)5,',id+iGt?-Oo33,b1-51700-UU1,nndSt-KS-OU1 J mechanical connections over aneytended
period of time in extreme outdoor The Grounding Clamp hits proven robust in grounding GU-cell and
environments 72-colf solar module frames with box construction and a range of
anadization thidmossos.
The testing process cios0ly mirrors.'tat All solar modules fisted to UL 1703 and with frame construction
of UL 1703,the solar module testing within the parameters stated above are cnmPc:=le with fhe
standard,including lomporalure and IronRidge Integrated Grounding System
humidity cycling electrical and mechanical
load testing,and manufacturing quality
_ views.-
7
iews.
Ar1.�for Rn:,al :i1321.A>:033 F',,q.}of1 l ATi.i t5;uod tU�:rr+2:;•+ '� ._~•_ �-~. v��t `--' _ - - __ _ _. _. _ _
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=' _ IRONRaCGE -- -� XR Rail Family
- - •' Starling Madison Lofquist, Inc.
j .�' ,.1.. l^++n+ =F•sit�; a`tQe^,,,r. f...✓r rt ,f=tY'r�n r. d ,. ,r. - -
5224 South 39"Street,Phoenix,Arizona 85040
Y tel:(602)438-2500 fox-(602)438-2505 www smleng.coni
-
Ob er ihiar Ideumi: solar panels ezppnpncre counapss
exherne woathel evenly Not{usl the worst slOtrns in years• /,q;�` �;�,��'`f+±,�^,�,;.,"��:•�� ,
IRA the brnrst storms in AO years High winds capable
r. IronRuige lune 16,20 1-1
runpiny p nets from a roof and snowfalls weighing
0 1 11495 Zephyr•\ve Pagc I of 1 I
orough to buckle n panel tramp.
.S".: ;. "r...•"+. n, -,',t,�„ rag",v6b:Z,a '-Y• II:iybRard,CA')a*:t J
Sift flint,are the structural backbone pruvent,ng
Ihe�e results they resist uplift protect t
ngan,st buckhny and solely and efhnently a \tin N1r Uavld 1 l acuut. lac I're,ulcnl I'loductti
�Ji->�.y NC- ' '"':."`;d-moi ry:-.r-y a,h�'�t�'•},'•',""}-aa+(t� "
Iranslnr leads It110 t11G t)llll[laly$1ftCltfp � 4 s A•,}w "r yL
- p`l...;;:i,s,)r.yy. ,. .r-�._.. .,,,'.r,;.:v:.��f R'v:.,Yy,$a>t ` . =r "'..;,-• I
Liorl'lu,h Niminlulg System-Struclur,ll AnalystTheir superior spanning capability1 Subic IronRld�c\R 0 Rail.R
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k,1:[ulres Icorroof altachntants,
roclurley the nunohor of root \-'Yi:e$',. 'u�( ',e- , Mfg•.':; ms's( ; 1
p t' a the amount
enatranol;,and nc
of installation leap ,, -�;;•,7'-,'-;;,`".,j t ,m'•i. _'''
We,hint analyzed the IronRldge Kit 10 Rail for the subject solo luodule ulppolI..,tcm.ind
letennn,e[l that,for the configuranons and cntena described below,it I5 m comphancc\t rth the
-'°'w;;•re,-•^ �- - ! applicable sections of the following Reference Documents
'Codes,ASC[JSHI 7-10 Min.Design Loads for Buildings S,Other Structures
r•.•, I Imcrnational Building C'[xte 2012 1;diuun
Cahromia'8uilding Code 2013 Edition
Other ACQ&Acceptance Criteria for Modular 1-taming Syitcnis Used to Supportrt i'V
Modules.dated Lf ewive November 1.2012 by IC('-GS
• '=•l<;7y ";,. C, a Aluminum Uc,lgn Manual,20101.duan `
g" ..•:�.:'r „r? 'tt zwuForce-StabilizingI 11'he honRnlge X1210 Pail is.in extruded aluminum section with an Overall depJn of 175 nt.Ind a out
j—nboteNe.`yimrdtar�•t.,t ` arca ol'0.3G3 cq in 11w rails tire u,ed hi support solar modules,typically,on the loofnfa budding
•g - = 'W T' ,.��e :a•re:n•4nmun'lrvi rails whkl,can Cans.Wain Sec Exit ibif A-attached, l he ruts aro cllnipcd to fit Iminuin angle brackets than are cdher atla0iud
--i'.,, /!s'r t:.•rt,:„ 16 txtM an(1lwni TN.Coed SlkSFV ul Sit n<la3 I directly to die root framing or attached to a stand than t,scivwcd to the roof fr ming I he rad,are
_ i�,• -.: �,1 ��.zxealh do,.,;n;,tl to�nno�a wt atgn m twit
—XiofK4tNO(W-1-3Ihu o—'-, M's ucigt,c mounted across;he Slope\R•Ilh a sma11 Llearince(flush momthnktt to the underlying roil stl citirt
Q"u'." YUaibr APCU'it,tnl,n� Cann o I t
4 t I'hc installed solar modules arc,u the Same ala t .n\the uy
nder! Ing roil,trucunc
Y�•, +�. [',�'�,y r 1( X15,-f�'i;}�,j
A'!,
-6t,
Cr R^.'.:,IarYjC.arSlCtn It!4t•ma* ' i 1
All load,are transferred to the roof training through the angle braids,_.by sunpic bi-amol llesulc of
tine rant the ma}imum,pan fit' not,i,govcmcd by either the nail-,pan Ilceurl sires,e%or the
" - ": "': •." dellcetrnn lequirem-W that the rad not came into eoniaLt\+nth the roof
I 1 The effect of scunuc toxins(lair all design categories A-1 I have been detenni ned to be Ic',%that,the
effect(lite to wind load;in all load condition,anti combinations 7 hclLfore the mavnnnm allnu,lhie
;spans For conunon toad cases are thou it In l able,1.2 tC I below lair 0-0 degree.lupe, T,dilr,•1,5.
Compatible with Flat E Pitched Roots i Corrosion-Resistant Materials ^4 l l 6 below lot 7-2,degree slopes,,aid shies 7 R l n)below ror 28-4-5 degice slopes.
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sit F.JI,aYo -..:„,,,};,sat lmrtn�n[:v a!,r,, � Ali xn Fn,:a•n na•ta or
cucrlawNa w,,h ;�„ a w,v of 6R I:<, tt xlwmr�u r.vnnr Loon p•owcloa m.Rn no `
F1,0F.wt wo 1.-,..„i`i t�q a'.Iroi.'o=Ila I t anoU i w-firvsh .:.,a `, }
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J JnNCENt ADik pr,a bN10 lIY!FtGY1ntM 3� 4
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Snrrtin{;Nl,di.on Infquiw,Inc. -�-r Con—bine Structuail and rnruwic 1'ng.nccr.
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h0nl�ulgc Ione 16,2013 tronRidge hire 16,2011
41r Dav Id F Tar;pri Page 5 of I I Mr.Davin F.Taggart P4ge 6 of I I
IrmiRidLe\1?IU RAI],R001•1`111sh Mounting System-Structural Analysts 1mnRidge XR10 Rail,R001'Flush k10an1ing SyNtern-5avetural Anul}sis
Tahle d-,i7AYGt94ir�1 5P 1NS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table S-MAXIMUM SPANS(Inches)•Roof Slope 7 to 27 Degrees-wind Zone 2
kR>0 Wind
Speed Ground Snow Load XR10 Wind
R7il Speed Ground Snow Load
Erpovv, mph Gµ;l 10 2030 40 50 60 70 80 I 90 10 f1 30 40 50 G0 /0 80 90
;,f ast r I Psf { pSf P,f )st sf sf Exposure mph 0 PSI` -
F 5( psf rsf tsf PV pa1 I psf tsf sf
100 _ 75 6555 49 I 43 3b_I 35 { 33 31 29 100 72 65 115 49 43 _39 35 33 31 29
105 75 65 1 �5 •".9 43--! 39 �35 33 31 29 --'-'� - i--.-_
-�----- 105 69 '6S _35 49 A9 39 35 33 31 i 'L9
11G 75 65 55 ! 49 ) 43 39 35 33 31 29 710- 6_G__G5 55 1 49- 43 39 35 _33 t 31 1 29
1--- _ _
20
120 75 -65 !_ 55_j 49 13 39 35_ 3,t _! 31 29 120 -60 60 --55 --40-----41 39 35 33 _ :St -
falot;ory - Category 1 29
--. ._.. __ ----
f3 t3D T5 �G5 ! 55 49 43 ( 39 _ 35 33 37 29 G -- -- ------ -
..-..._._ ._... _--' ? .,1.. `^3 33 j�_._.r.__ I 52 j''52�r 49 43 39 3� _ 33_ _
190 71 - {-- -.-:—..-
—j-----r�. 130 56 39 35 33 j .11 3 t 1 ?U
1 f5 55 _ i� .{3 39 � 33 37 29
15U- GG GS `c n_5 140 -52 -
.. 4J _43 _ --��._--! 31 29 950 49 t9 {- 173_ 19 A3 't9 35_ I 33_ 11 29-.
,19 35 33 ! 31 29 �•!6U- A6_ 46 4G 46 43-�..( 19 �C_-15 _33 31 _{__29 _
-170-_' 59-j-59 �M 5s-j`17 ��`I3 j- 39-T 3a" -j 33 1I 31 --29 - 170 43-I 43 A3 43 { 43_17i-9-1 35- 33 j 11 29
100 /5 65 5'i-! d9 43 39 j 35 33 31 29 100 61 61 55 49 j 43 { 3:7 1 35 33_ 31 ! 29
105 _75 6:i 5'i j 49 •13 39 f 35 _ 31 31 29 10S 58 58 I_ 55 A9 •93 j 39 I 35 3'i 31 ?9
_ - :----- �- ---- -5r, f --- ---
--1 IO 75 6h 55 -I 4ci -j__A3 39 1 35 33 31 29 _110_ _ 56_ 55 _ 49_ 43 j 30 35 j_33 {_ 31 29
720 to -65 55 j _99 11 ( 39_ 35 33 �31} 29 120 _-51 51 I 51 49 ,-43 f I_39 :i 33 i 31 29
(,�4�0nry i30 _
65 64 :*3 {�_.8 rI3 39 35_ 33 I 31 29 Cdl9(jOrY -` - -r-----_---
C -- =-'- ---^ 130 48 48 46 18 I 43 otJ 35 3 J1 ( 2U
_140 iG 'I 60 '! c-T",J 1 48 43 ",J 35 33 31 29 C �__f _
_--- . _ T_.._ 1.10 44 44 4.9 1 14-I •13 I 39 -35 33 31 -� 29
150_ 36 I 56 52 4f _ 13 39 35 33 29 150_ 41 Al Ai 41 I 41 39 1_35 33----31 29
9i,G j 53 - 51 1 4ti 92 30 36 39 1 31 29 tn"0 39 39 39- 39 ! 39 3., 33 31 -2'v
50 50 45 j_ 41---38 j 35 33 (, 31 20 770 36 36 ( 3U1- 36-( 38- 35^ -33 --31--J--29
100 -r 5-j GS 5S I Ab _73 9 35 33 ( 31 20 100 56 56_[_55 49 !-_3_i 39 35 I 33 31 I 2J
105_ 73 ii5 55 49 43 ! t9 35 33- 31 29
- --r-- 1 -----• - 105 54 54 Si 4rJ a3 l 39 35 33 37 r 2D-
-110 70 -65 15. r,9___.73 I 39 35 _ 33 31 29 110 52 52 52 4fl 43 { 39 35 33 31 29
------ 31 __.._...
I?D- -r`7-� G+1 '.i4 ,,a J 43 39_ 35 33 31 29 _t20 A7 _47 _�47 ,17 43 _3A _ 35--j 33 3t
C.tk•ur,+y '-1311 fi,-- -fi0 }(- 53 -a7 _t3 _ 3 Category -
rJ - I s-1 _ _ _39 - 35 3 31 29 f� ry 130 44 4•f 9 44 d3 _i ,39 - 35_ 33 31 99
ta0 55 �5`f-52 �46 42 39 35 33 31 29 140 it 41 Al •11 41- s9 3S -- 33-- 31 -2�-
150 -5?_ 41{ S2 I 50 1 J8 j A2 39 35 33 37 29 150 - 38 36 38 38 38 38 _35 33 31 29
1G0 49 1 19 4t 4 - -
_ 1 9 5 41 38 35 33 31 20 160 3G 36--36 f 36 36 36 35- 33 31 ! 29
_ RO } 46 { AG 1 45 14 AO 37 35 33 _31 29 1?0 33 33 33 33 :S3 1 33 33 1 33 31 ! 29
N.t�+-.c c pagc I I t�U1N-we payc 11
�tarlm;;\Lnhwm 1 oUp"a.Iot.. _ Con—ltu,R Siructurd and Pwcq+in lSt>„incctn-: - 5tntlulti.�Ia(ii$O;t 1A([ILi+I.1Tte.. –s• - ' h -(;n71QHttfif 5ftfiCttlf•i1 abB•trtlf�'7iSIC TSnhlnClf3