HomeMy WebLinkAbout38550-Z
Town of Southold Annex 2/4/2014
P.O. Box 1179
54375 Main Road
$~1 Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36755 Date: 2/4/2014
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 2000 Glenn Rd, Southold,
SCTM 473889 See/Block/Lot: 78.-2-37
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
11/19/2013 pursuant to which Building Permit No. 38550 dated 12/6/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on an existing one family dwelling as applied for.
The certificate is issued to DiBari, John & DiBari, Maria
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38550 1/31/14
PLUMBERS CERTIFICATION DATED
Authorized Signature
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 38550 Date: 12/6/2013
Permission is hereby granted to:
DiBari, John & DIBari, Maria
379 Arizona Ave
Rockville Centre, NY 11570
To: costruct a roof mounted electric Solar Panel system as applied for
At premises located at:
2000 Glenn Rd, Southold
SCTM # 473889
Sec/Block/Lot # 78.-2-37
Pursuant to application dated 11119/2013 and approved by the Building Inspector.
To expire on 6/7/2015.
Fees:
SOLAR PANELS $50.00
CO - ACCESSORY BUILDING $50.00
ELECTRIC $100.00
Total: $200.00
Building Inspector
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00-
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: X _ Old or Pre-existing Building: (check one)
Location of Property jW fz. Alo % l nz n
House No. Street y Hamlet
Owner or Owners of Property:
JUwA ~t 1 >A(Zl
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
App I Signature
pf SOl/Tyolo
Town Hall Annex Telephone (631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179 G, i~ roger. riche rt(cDtown.southold.ny.us
Southold, NY 11971-0959
00lviYT'I,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: DiBari
Address: 2000 Glenn Rd City: Southold St: NY Zip: 11971
Building Permit 38550 Section: 78 Block: 2 Lot: 37
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Roof Diagnostics Solar License No: 34280-me
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X 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 Twist Lock Exit Fixtures TVSS
Other Equipment: 5.50 kW DC roof mounted PHOTOVOLTAIC SYSTEM to include, 22-TSM-250P
panels,l-PowerOne PVI 5000 inverter, 1-60a AC disconnect
Notes:
Inspector Signature:, Date: Jan 31 2014
81-Cert Electrical Compliance Form.xls
Tom Petersen
Architects Planners
Mr. Michael Verity, Chief Building Inspector January 20, 2014
Town of Southold Building Department
54375 Route 25, PO Box 1179
Southold, NY 11971 _l
Re: Solar Panel Installation - As-built Certification
Dibari Residence JAN Z $ 2014 j
2000 Glen Road
Southold, NY 11971 I--
Permit #38550
Dear Sirs,
I've reviewed the as-built solar panel installation at this location to evaluate the existing roof
structure and the connection of the panels to the roof.
Criteria: Applicable codes: 2010 Residential Code of New York
2001 Wood Frame Construction Manual
Design roof load: 30 psf live load, 15 psf dead load, 45 psf total load
Design wind load: 120 mph, 35 psf
My findings are as follows.
1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure
(2x10 rafters @ 16" o.c., with 2x4 collar ties @ 32" o.c. and 2x12 ridge, span 16'-8") is
sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt
shingles but is also adequate for two layers of asphalt shingles.
2. The solar panels are attached to the roof with the SolarMount-1 rack system by UNIRAC. The
rack system, roof connections and connection spacing are rated for 120 mph. This project
requires the larger Solar Mount I-2.5 beam (2.5" high) and spacing of flange foot connection to
roof at 48" o.c. maximum. Flange footing connections to the rail are not required to be staggered.
The flange foot connections to the roof are 3/8" diameter x 4" long lag bolts. The total panel
installation is no higher than 6" above the existing roof plane.
It is a violation of NYSED 7209 for any person, unless acting under the direction of a licensed
professional, to alter an item in any way. If an item bearing the seal of a licensed professional is
altered, the altering licensed professional must attach the notation `altered by' with his seal,
signature, date of alteration, and description of the alteration.
I therefore certify that the actual installation complies with the applicable codes and design loads
mentioned above, as well as ASCE 7-05, and is acceptable for approval. Please let me know if
you have any questions on this information. Thanks! ED AqC,
`c~ PS F. PFT 'Si
Sin ely yours, O~ F9
Tom Petersen
Cc: Kelcy Pegler, Roof Diagnostics 9p F 03529'3 yOQ
CF N04
6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783
FIELD N REPORT DATE coma ENTS W
OQ ro
FOUNDATION (1ST)
~x
O
FOUNDATION (2ND)
z
0
C4
A [+7
ROUGH FRAMING & V
PLUMING
INSULATION PER N. Y. H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
G
ccatip. Cc` ( SLY
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TOWN OF SOUTHOLD - t BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plana
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 8 ~ Check
Septic Form
N.Y.S.D.E.C.
Trustees
I Flood Permit
Examined ` 20/3 Storm-Water Assessment Form
Contact:
Approved 20L) Mail to:
Disapproved a/c
Phone: a I G~ 4 l~ O
r I Building Inspector
J
20 I PLICATION FOR BUILDING PERMIT -
Date 20
INSTRUCTIONS
-a~. Thisapp" lication l~.!on
~ MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to compl with aR applicable laws, drdit*ges, building code, housing code, and regulations, and to admit
authorized inspectors on )remises and in building for necessary inspections.
4 ,
ERR
- a~ u~ , A 3 i : Si of applicant
or a co~rpgpmtion)
' lg add applicant
State whether applicant is owner, lessee, agent, architect, engineer, general contract~9l ci Et dd i f?i
765-1802 8 Am TO 4 PNII FOR TI
Spl,pCt ~c~r CUB C 2 FOLLOWING INSPECTIONS:
11 ` 1. FOUNDATION - TWO REQUIRED
Name of owner of premises ~Y '~-I \/1'~,dQ I FOR POURED CONCRETE
(As on the tax roll or latest dee(D ROUGH - FRAMING, PLUMBING,
I1. corporation, signature of duly authorized officer STRAPPING, ELECTRICAL & CAULKING
3. INSULATION
me and title of corporate officer) 4. FINAL -CONSTRUCTION &ELECTRIC MUST BE COMPLETE FOR C.O.
Btdlders License No.'I0b`~ ALL CONSTRUCTION SHALL MEET THE
Plumbers License No. REQUIREMENTS OF THE CODES OF NF','
Electricians License No. it-2A O - Me
YORK STATE. NOT RESPONSIBLE FOR
Other Trade's License No. DESIGN OR CONSTRUCTION ERRORS.
1. Location of land on w ich proposed work will be done:
,Ji
-J 2.p/1~ S171~
7.)L)o 6LL,11-
House Number Street -7 Hamlet LGCTRICAL
County Tax Map No. 1000 Section ` Block `s-`~L'o'tf="~
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 Workj t,ZXJr,V $0L.ACLir1
(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 law, ordinance or regulation? YES_ NO_
13. Will lot be re-graded? YES_ NO-Will excess fill be removed from premises? YES_ NO_
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
• IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS 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 feel or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? • YES_ NO-
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF I~
T_1 UO being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, CSONNIE D. BUNCH
(S)He is the Notary PAO-, SWe of Nor York
~Na 0181.1618M
t (Contractor, Agent, Corporate Officer, etc.) Qu~ In &pfolk Oatetq
CormMaebn Explm AprN 14. Y O f (a
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
perforated in the manner set forth in the application filed therewith.
Swo to before me this ~n ZoI
1 day of .J_2,
• ,tom ^~n l JP•~-~
Notary Public S gnature of Applicant
of sellu
- lbwn Hall Annex + #r j
Telephone (631) 765-1802
54V5 _Main Road ,ax ~qQ~ .
P.O. Box 1179 H roner.richert lONR 60Ug101tl.ny.us
I .
Southold, NY 12014 59 Iy wn0k
JAN 28 cry
BUaDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: JUr fU 15 2 e r i? i C _ Date: I ~t
Company Name: Rom~
Name: r
License No.: 3y fnE
Address: -1 (J i lbur Sul 4-e. ?b i K ~
Phone No.:. 31 -1 C14 - u L4
JOBSITE INFORMATION: (*Indicates required information)
*Name: b t Y I 5 n
*Address: GIB
*Cross Street: Man Pn&jVlt°w
*Phone No.: (oi 11) q2l - 9R I t
Permit No.: Az$ sf)D
Tax-Map District: 1000 Section: Block: Lot:
`BRIEF DESCRIPTION OF WORK (Please Print Clearly) rpp-~UoJ
-TV A-rraL4 C qS)r0-M S (1#oJ-Xkj
(Please Circle AN That Apply)
*is job ready for inspection: NO. Rough In Final
*Do you need a Temp Certificate: 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
132-Request fir Inspection Form (f
I
V SO[/ryol
'town lid Annex
54375 Main Road Telephone (631) 765.1802
P.O. Box 1179 y 66~~..yy QQpp
Southold, IVSf 11971-0959 ~Q ro er.richert t04V6L80U[r1 A nV Us
BU]I DING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
l- Date:
Company Name: to v.o,),c s
4.~
Name:`
License No.:
Address: e'10 (,J~~Y~,~ Q L ~~'I'6
Phone No.: < l t't Llm
JOBSITE INFORMATION: (*Indicates required information)
*Name:
,
*Address.
*Cross Street:
*Phone No.:
Permit No.:
Tax-Map District: 1000 Section:
Block: Lot
"BRIEF DESCRIPTION OF WORK (Please Print Clearly)
_ ~r~Slc~ .hetlurl ll~ nsl"6 f ,
Sn~n
(Please Circle All That Apply)
*Is job ready for inspection: YES 1
*Do you need a Temp Certificate: V4O Rough In Final
YES / NO
Temp Information (If. needed)
*SeMCe Size: 1 Phase 3Phase 100 150 200 300 350 400 Other.
*New Service: Re-connect Underground Number of Meters Chan
Additional ge of Service Overhead
Information: PAYMENT DUE WITH APPLICATION
B2 ReWest for Inspection Form
Tom Petersen
Architects Planners
Mr. Michael Verity, Chief Building Inspector October 8, 2013
Town of Southold Building Department
54375 Route 25, PO Box 1179
Southold, NY 11971
Re: Solar Panel Installation
Dibari Residence
2000 Glen Road
Southold, NY 11971
Dear Sirs,
I've reviewed the proposed solar panel installation at this location to evaluate the existing roof
structure and the connection of the panels to the roof.
Criteria: Applicable codes: 2010 Residential Code of New York
2001 Wood Frame Construction Manual
Design roof load: 30 psf live load, 15 psf dead load, 45 psf total load
Design wind load: 120 mph, 35 psf
My findings are as follows.
1. The new solar panels will imply an additional dead load of 3 psf. The existing roof structure
(2x10 rafters @ 16" o.c., with 2x4 collar ties @ 32" o.c. and 2x12 ridge, span 16'-8") is
sufficient to bear this additional load. This analysis is based on the existing single layer of asphalt
shingles but is also adequate for two layers of asphalt shingles.
2. The solar panels are attached to the roof with the SolarMount-l rack system by UNIRAC. The
rack system, roof connections and connection spacing are rated for 120 mph. This project
requires the larger Solar Mount I-2.5 beam (2.5" high) and spacing of flange foot connection to
roof at 48" o.c. maximum. Flange footing connections to the rail are not required to be staggered.
The flange foot connections to the roof are 3/8" diameter x 4" long lag bolts. The total panel
installation is no higher than 6" above the existing roof plane.
It is a violation ofNYSED 7209for any person, unless acting under the direction ofa licensed
professional, to alter an item in any way. If an item bearing the seal of a licensed professional is
altered, the altering licensed professional must attach the notation `altered by' with his seal,
signature, date of alteration, and description of the alteration.
I therefore certify that this installation complies with the applicable codes and design loads
mentioned above, as well as ASCE 7-05, and is acceptable for approval. Please let me know if
you have any questions on this information. Thanks! EO a` C,
P5~F
Si erely yours, pg
1 yam. PJ
Tom Petersen
Cc: Kelcy Pegler, Roof Diagnostics ~p 0352 .,10
F OF NG 8
6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783
JIA 111 Vr 114CW rVHR
WORKERS' COMPENSATION BOARD
CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE
la. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured
Roof Diagnostics Solar and Electric of NY, LLC (732)9744874
306 Airport Executive Park
Nanuet, NY 10954 le. NYS Unemployment Insurance Employer
Registration Number of Insured
Work Location of Insured (Only required if coverage Is
specykally "tied to certain locations in New York State, Le., a
wrap-UP Polky) Id. Federal Employer Identification Number of Insured
or Social Security Number
454175140
2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier
Coverage (Entity Being Listed as the Certificate Holder)
Continental Indemnity Co.
Town of Southhold 3b. Policy Number of entity listed in box" la"
53095 Main Road
Southhold, NY 11971 46-818531-01-03
3c. Policy effective period
10/05/2013 to 10/05/2014
3d. The Proprietor, Partners or Executive Officers are
X included. (Only check box if all partnerdofneers included)
? all excluded or certain partners/officers excluded.
This certifies that the insurance currier indicated above in box "3" insures the business referenced above in box "la" for workers'
compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under
Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed
agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "2".
The Insurance Carrier will also not6 the above certificate holder within 10 days IF a policy is canceled due to nonpayment of
premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured
from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this CerfUlcate is valid for
one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box
earlJer.
"3c", whichever Is
Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be
named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a
new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the
mandatory coverage requirements of the New York State Workers' Compensation Law.
Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced
above and that the named insured has the coverage as depicted on this form.
Approved by: David H Page
XT of or' p e ive or licensed agent of insurance carrier)
r
Approved by: 10/07113
(Signature) (Date)
Title: Authorized Representative
Telephone Number of authorized representative or licensed agent of insurance carrier: (973)292-2292
Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT
authorized to issue it.
C-105.2 (9-07) www.wcb.state.ny.us
Workers' Compensation Law
Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured.
1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or
in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and
notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless
proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has
been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state
or municipal department, board, commission or office to pay any compensation to any such employee if so employed.
2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract
for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,
notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless
proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has
been secured as provided by this chapter.
C-105.2 (9-07) Reverse
STATE OF NEW YORK
WORKERS' COMPENSATION BOARD
CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW
PART 1. To be completed b Disability Benefits Carrier or Licensed Insurance Agent of that Carrier
la. Legal Name and Address of Insured (Use street address only) lb. Business Telephone Number of Insured
732-974-8874
ROOF DIAGNOSTICS SOLAR AND ELECTRIC OF Ic. NYS Unemployment Insurance Employer Registration
NY,LLC Number of Insured
306 AIRPORT EXCUTIVE PARK
NAN U ET, N.Y. 10954 1 d. Federal Employer Identification Number of Insured or Social
Security Number
45 4175140
DBA:
2. Name and Address of the Entity Requesting Proof of Coverage 3a. Name of Insurance Cattier
(Entity Being Listed as the Certificate Holder) Zurich American Insurance Company
Town of Southold 3b. Policy Number of entity listed in box "1 a":
53095 Main Road 5490600-001
Southhold, NY 11971 3c. Policy effective period:
01/20/13 to 01/20/14
4. Policy covers:
BE All of the employer's employees eligible under the New York Disability Benefits Law
b.I Only the following class or classes of the employer's employees:
Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and
that the named insured has NYS Disability Benefits insurance coverage as described above.
Date Signed 6/42013 By 4"".)
(Signature of tns ee carriers authorized representative in NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number (6311845-2200 Title Administrative Services Manager
IMPORTANT: If box •4a" is checked, and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that tartlet, this
certificate is COMPLETE. Mail it directly to the certificate holder.
If box "4b" is checked, this certificate is NOT COMPLETE for purposes of Section 220, Sub4 8 of the Disability Benefits Law. It must be mailed for completion to the
Workers' Compensation Board, DB Plans Acceptance Unit, 20 Park Street, Albany, New York 12207.
PART 2. To be completed by NYS Workers' Compensation Board (Only If box "4b" of Part I has been checked)
State Of New York
Workers' Compensation Board
According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability
Benefits Law with respect to all of his/her employees.
Date Signed By
(Signature of NYS Workers' Compensation Board Employee)
Telephone Number Title
Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of
those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form.
DB-120.1 (5-06)
Additional Instructions for Form DB-120.1
By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business
referenced inbox "la" for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its
licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certtflcute is
valid for Ore earlier of one year after this form is approved by the insurance carrier or Us 11censed agenI, or the policy expiration
date listed in box "3c
Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit,
license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability
Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State
Disability Benefits Law.
DISABILITY BENEFITS LAW
§220. Subd. 8
(a) The head of a state or municipal department, board, commission or office authorized or required by law
to issue any permit for or in connection with any work involving the employment of employees in
employment as defined in this article, and not withstanding any general or special statute requiring or
authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an
insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for
all employees has been secured as provided by this article. Nothing herein, however, shall be construed as
creating any liability on the part of such state or municipal department, board, commission or office to pay
any disability benefits to any such employee if so employed.
(b) The head of a state or municipal department, board, commission or office authorized or required by law
to enter into any contract for or in connection with any work involving the employment of employees in
employment as defined in this article, and notwithstanding any general or special statute requiring or
authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an
insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for
all employees has been secured as provided by this article.
DB-120.1(5-06)
°"72"013""YYY'
CERTIFICATE OF LIABILITY INSURANCE 6/4/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED, the poilcy(les) must be endorsed. H SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this Certificate does not confer rights to the
certificate holder In lieu of such enclorsemen s .
PRODUCER CONTACT
The Hamilton Group, LLC NAME: F
3 wing Drive ABC No - - Na: _ _
Cedar Knolls NJ 07927 EAODRE88:
ER ID 0: ROOFD-4
SISURERB AFFORDING COVERAGE NAICa
INSURED INSURER A: Selective Ins.Co. of America
Roof Diagnostics Solar and
Electric of NY, LLC INSURERB:
306 Airport Executive Park INSURERC:
Nanuet NY 10954 INSURER O:
NSURER C
INSURER F
COVERAGES CERTIFICATE NUMBER: 868302080 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO
WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT
TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INBR TYPE OF INSURANCE POLICY NUMBER MWLDICYEFF l EXP
LTR UNITS
A GENERAL LIABILITY 52008636 1/20/2013 1/20/2019
EACH OCCURRENCE $1,000,000
X COMMERCIAL GENERAL LIASIUTY $100,000
ClA1MS-MADE O OCCUR MED DIP on@ non $10,000
PERSONAL S ADV INJURY $1,000,000
GENERAL AGGREGATE $3,000,000
GENT' AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP AGG $3,000,000
POLICY X PR - LOC $
A AUTOMOBILE LIABIJTY 52008636 1/20/2013 1/20/2014 COMBINED SINGLE LIMIT
(EeacdOt) $1,000,000
X ANYAUTO BODILY INJURY(Paf Peron) $
ALL OWNED AUTOS BODILY MARY (M aeN(ent) S
SCHEWLEDAUTOS
PROPERTY DAMAGE 5
HIREDAUTOS (Pererddma)
NON-OWNEDAUTOS 3
i
A X UMBRELLA LIAB % OCCUR 52008636 1/20/2013 1/20/2014 EACHOCCURRENCE $3,000,000
EXCE6B LIAB CWM64AADE AGGREGATE $3,000,000
DEDUCTIBLE S
X RETENTION $10,000 $
W 10113 COMPENSATION WCSTATU- OTH-
ANDEMPLOYERa'LJABILnY YIN TOW I Mrs
ANY PROPRIETORNARTNENEXECUTIVE E.L. EACH ACCIDENT $
OFFICERIMEMBER EXCLUDED'! a NIA
(Maanene~~ 10 Nr E.L DISEASE - EA EMPLOYE $
DIM IPTON OF OPERATIONS below - EL. DISEASE. POLICY LIMIT S
A Deilding/Hire Legal $2008636 1/20/2013 112012014 Limit $250,000
Property Damage
DESCRIPTION OF OPERATIONS ILOCATIONSIVEHICLES(AtMwh ACORD 101, AWala,ml Renmrlm Sc M. mesa apeee N MQUIrem
This Certificate does not afford coverage for Additional Insureds. The Certificate is only evidence of
insurance coverage for the Named Insured.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED
BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED
IN ACCORDANCE WITH THE POLICY PROVISIONS.
Town of Southold
53095 Main Road
Southhold NY 11971 AUTHORIZED REPRESENTATIVE
®1986-2009 ACORD CORPORATION. All rights reserved.
ACORD 26 (2008109) The ACORD name and logo are registered marks of ACORD
BUILDER'S JOB NO. TITLE NO,
TOTAI PLOT AREA 21,353 S S.F. NO. GATE :TEu
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LOCATION: SOUTHOLD ENGINEERS O,FfEpgr~'9
TOWN Or SOUTHOLD. SUFFOLK COUNTY. NEW YORK ARCHITECTS
SURVEYORS
SURVEYED: JANUARY 18, 2006
. MANZI HOMES 244 EAST MAIN ST. +
PATCHOGUE. N.Y. 11])2
Q
(031) 475-0349 0
SCALE: 1'•=30' FILE NO: 05-150 11 FAX A75-03151 0493T0
D ur+D
ROOF DIAGNOSTICS 306 Airport Executive Park
Nanuet, LAR
Phone: Phone: : 845-262-1448
S
Fax: 845-262-1445
PV Systems Calculations
All work to comply with the 2011 NEC
All equipment shall be UL listed for condition of use.
Rack and panel grounding accomplished using Unirac UL listed UGC-1 "weeb" clips and lugs (see spec sheet
provided) with #8 bare copper conductors.
The DC source circuits of this system are ungrounded, appropriate labeling will be provided at time of
installation if not already provided by inverter manufacturer.
Calculations assume an ambient record temperature range of -12 through 83 Degrees Fahrenheit.
Inverter 41
DC Operating Voltage: 31 x 11 = 341 VDC
DC Operating Current: 8.06 x 2 = 16.12 ADC
DC Short Circuit Current: (8.55 x 1.56) x 2 = 26.676 ADC
DC Maximum System Voltage: (37.4 x 1.20) x 11 = 493.68 VDC<600VDC
DC source circuits shall utilize #8 THHN temperature corrected for 123 degrees Fahrenheit using a factor of
76%: 55 x.76 = 41.8 amps > 26.676 ADC
C? gPS F. PST Rs,~
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Solar Installation Three Line Diagram
Roof Mounted PV Array - 5.50kW DC
Roof Exterior Interior
Utility Meter •
Single Phase 3 Wire 1V1
LIPA
22 Modules
2 Strings Of 1 I
Existine Main
Solar kWh Meter Distribution Panel
f4) #10 PV Wire I
2 Positive I 3KW-HR Centron
DC Disconnect GPRS Smartme[er w/ Main Breaker
2 Negative I Inverter
(11 #6 THHN I 40A PowerOne wireless connection 150 A
Cont. Equip. Ground I 600V PVI 5000 Single Phase 60A
I Located On 125A Disconnect
Inverter Fused Back-Fed Breaker
NEMA 3-R I 35A 2 Pole 30A
Combiner Box
2 Strings DC M
Fused 15A Each L--
N
Panel Totals
22 Trina TSM-250PA05A.08 L--- G
2 Strines Total
2 Strings Of I I
I
I
Trina Solar Module Snecs T
22 Trina TSM-250PA05A.08 121 48 THHN (3) #6 THHN (3) #8 THHN Main Building
Maximum Power STC: 250W I Positive 2 Hot 2 Hot
MPP Voltage: 31.0 V 1 Negative 1 Equip. Ground 1 Neutral Grounding Electrode
MPP Current: 8.06A (1) #6 THHN Eauio. Ground (1) #8 THHN Neutral (1) #6 Eouio. Ground
Open Circuit Voltage: 37AV In PVC In 1" PVC In 1/. PVC
Short Circuit Current: 8.55A ~ V-D ARO
Module Efficiency: 15.3% Al F. pE
Maximum System Voltage: 600 V V1. TF
Maximum Series Fuse Rating: 15A O~ ~S
Power Tolerance: 01+3% Fr- y r
c~ a.1
(P
A
9, 03529 JOQ~ ROOF DIAGNOSTICS 306 Airport Executive Park DiBari Residence
F 1J Nanuet, NY 10954 2000 Glen Road
OF NE S ~i~ LAR Phone: 845-262-1448 Southold, NY
Fax: 845.262-1445 11971
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£,ilt
INVERTERUI: REMR ROOF
UTH: 164
POWER-ONE 5000 PITCH: 35
2 STRINGS-TOTAL
2 STRINGS OF II
AIR GAP LESS THAN L" (RACK MOUNT)
N POWER-ONE PVI-5000
-OUTD-U5 INVERTER) TOTAL SYSTEM SIZE: 6.5b DC
22 MODULES a250w PER MODULE
ROOF DIAGNOSTICS
SOLAR AND ELECTRIC, LLC
SITE MAP
DIBARI RESIDENCE SIT cS
G
~N. a 2000 GLENN ROAD 'mar: ca
TSM-250PA05.06 x
PANELS-250w SOUTHOLD, NY 11911 MY ar: A.
Ao
Trine Sdar Panele
DATE: 18 SEPTEMBER 2013 DWG NO.: 1028
Solar Installation Three Line Diagram
Roof Mounted PV Array - 5.50kW DC
Roof Exterior Interior
Utility Meter O
120/240V T
lvl
Single Phase 3 Wire
LIPA
22 Modules
2 Strings Of 11
I Existine Main
Solar kWh Meter Distribution Panel
(4) #10 PV Wire
2 Positive 3KW-HR Centron
2 Negative DC Disconnect Inverter GPRS Smartmeter w/ Main Breaker
(1) #6 THHN I 40P' PowecOne wireless connection 150 A
Cont. Equp. Ground I 600V PVI 5000 Single Phase 60A
i Located On 125A Disconnect
1 Inverter Fused Back-Fed Breaker
NEMA 3-R 35A 2 Pole 30A
Combiner Boa T
2 Strings DC 1V1
Fused lSA Each L- AC - - -
L - J I L
N
I
Panel Totals
L--- - - - - - - - - - - - - - G
22 Trina TSM-250PA05A.08
2 Strings Total I
2 Strings Of I I
Trina Solar Module Specs THHN -r-
22 Trina TSM-250PA05A.08 (2) #8 (3) #6 THHN (3) #8 THHN Main Building
Maximum Power Q STC: 250W I Positive 2 Hot 2 Hot Grounding Electrode
MPP Voltage: 31.0 V 1 Negative 1 Equip. Ground 1 Neutral
MPP Current: 8.06A (1) #6 THHN Epup. Ground (1) #8 THHN Neutral (1) #6 Equip. Ground
Open Circuit Voltage: 37AV In sR' PVC In I" PVC In'/,PVC
Short Circuit Current: 8.55A
Module Efficiency: 15.3% -
Maximum System Voltage: 600 V
Maximum Series Fuse Rating: I SA
Power Tolerauce: 0/+3%
R00F QjAG"dSnlS 306 Airport Executive Park DiBari Residence
S L ?R Nanuet, 2000 Glen Road
Phone: : $45-262-1448 Southold, IN
Fax: $45-262-1445 11971
T 11111 111 ~ I
REAR ROOF
22 PANELS
i
T~ EXlsnxc CLECTMC PANG
• E%I]TING ELE METER
. PROPO] INVERTER LO TMON
REAR ROOF
INVERTER#I: AZIMUTH: 16t
POWER-ONE 5000 PITCH: 35
2 STRINGS-TOTAL
2 STRINGS OF II
(I AIR GAP LESS THAN L' (RACK MOUNT)
POWER-ONE PVT-5000
`T
OUTD-US INVERTER) TOTAL SYSTEM SIZE: 114
3'-3' 22 MODULES 6250u PER ER MODULE
ROOF DIAGNOSTICS
SOLAR AND ELECTRIC, LLC
SITE MAP
DIBARI RESIDENCE rDTRAWNG
: Oe
TSM-250PA05,08 2000 GLENN ROAD PANELS-250w SOUTHOLD. NY 11911 T: A.
Trim Solar Panels
DATE: IS SEPTEMBER 2013 DWG NO.
1028
powe -o~?e= AURORA
`Renewable Energy So/ufions
IPVI-5000-OUTD
PVI-6000-OUTD
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GENERAL SPECIFICATIONS
OUTDOOR MODELS
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Block Diagram and Efficiency Curves
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TECHNICAL DATA PVI-5000-OUTD-US PVI-6000-OUTD-US
Rated Grid AC Voltage V 208 240 277 208 240 277
Maximum Usable Power for Each Channel W 4000 4000
MPPT Voltage Range V 200-530 200-530
Sul UpVoltage V 200(adj. 120-350) 200 (adj. 120-350)
Absolute MaximunVoltage(Vmax) V 600 600
Maximum Current (Idcmax) for both NUIPT In Parallel A 36 36
Maximum Usable Current per Channel A 18 18
Number of Wire Landing Terminals per Channel 1 1
Number of Independent MPPT Channels 2 2
Array Whing Termination Screw terminal block Screw terminal block
3 Knock-Outs: 1 h or1"(w/Ring Reducer.) 3 Knock-Outs: 1 h or1"(w/Ring Reducer.)
Ou1plW5MeiA~1
Grid Standard 10/2W or Split 013W 10/2W or Split-0/3W
Nominal Power W 5000 6000
Voltage Range(Vmin-Vmax) V 183-228 211-264 244-304 183-228 211-264 244-304
Grid Frequenry; Range" Hz 60;(59.3-60.5) 6059.3-60.5)
Maximum Current Bac, max) A 27 23 20 30 28 24
Power Factor > 0.995 > 0.995
Total Harmonic Distortion At Rated Power % <2 <2
goftq
Maximum Ef6dency % 97.1 97.1
CEC Efficiency 96 96 965 96.5 96 965 965
Ope1MFAgl'Itl4lhlglr4 -
ConsumptlonlnStand By(Night) W. <8.0 <8.0
Consumption Dudng Operation W. 20 20
Topology Transformeress Transformerless
MashrriniSpa164tl0Aa _
Enclosure rating NEMA 4 NEMA 4
Cooling Natural Convection Natural Convection
Conduit Connections Trade size KOs: (2eaxl/2°) and Trade size KOs: (2eaxl/29 and
(2eax1-1/4,3 places side, front, rear) (2eaIt 1-1/4,3 places side, front, rear)
Grid Wiring Termination Type Screw Terminal Block Screw Terminal Block
Single wire, 90AC terminal wiring Single wire, 90aC terminal wiring
Dlmenslons(W/WD) m(mm) 12.8 x4lAx 8.7(325 x1052 x 222) 12.8 *41 Ax 8.7(325 x1052 x 222)
UnltWeight b(kg) <S9.S(27.0) <S9.S(27.0)
Shipping Weight Ibs (kg) 78(35.4) 78 (35.4)
Mounting System Wall bracket Wall bracket
Ambient AlrTemperature Range FCC) 13...+140(-25...+60) with derating above 122(50) -13-.+140(-25...+60) with derating above 122(50)
Accoustlc Noise Emission Level cbA@1m <SO <50
Relative Humidity %RH 0-100 condensing 0-100 condensing
Maximum Operating Altitude without Deleting. ft(m) 6560(2000) 6560(20001
:nding
AMI-Islanding Protection According to UL 1741 /IEEE 1547 According to UL 1741 /IEEE 1547
External AC OCPD Rating. A" 35 30 25 40 35 30
Over-Voltage Protection Type Varistor, 2(L-N/L-PE) Varlstor, 2(L N/L-PE)
Reverse Polarity Protection Yes Yes
Maximum Short Circuit Current Limit per Channel A 22 22
Over-Voltage Protection Type Variston 2 for each channel Varistor, 2 for each channel
PV Array Ground Fault Detection Pre start-up Riso and dynamic GFDI Pre start-up Rim and dynamic GFDI
(Requires Floating Arrays) (Requires Floating Arrays)
DC Switch Current Rating (Per Contact) A/V 25/600 25/600
Isolation Level Transformerless (Floating Array) Transformerless
(Floating Array)
Safety and EMC Standard UL 1741, CSA-C22.2 N. 107.1-01 UL 1741, CSA-C22.2 N. 107.1-01
Safety Approval_ cCSA, cCSA,
PgIM!aY[arMwliastlasl _
User-Interface (Display) 16 characters It 2 lines LCD display 16 characters x 2 lines LCD display
Remote Monitoring 0xRS48S Incl.) AURORA-UNIVERSAL (opt.) AURORA-UNIVERSAL (opt.)
Wired Local Monitoring LlxRS48S lrwl.) PVI-USB.R5485_232(opt.),PVI-DESKTOP(opt.) PVI-USB-RS485_232(opt.), PVI-DESKTOP (opt.)
Wireless Local Monitoring PVI-DESKTOP foot.) with PVI-RADIOMODULE(opt.) PVI-DESKTOP (opt)with PVI-RADIOMODULE(opt.)
Standard Warranty Years 5 5
Aw14MaMoAW.
Standard-With DC Switch. Floating Array PVI-S000-OUTD-US PVI-M-OUTD-US
'All dara Is subject tdchange"our rake
MJustable low trip Mot to 57B Conrad manufadrm for details
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www.power-one.com
Power-One Renewable Energy Worldwide Sales Offices
Country Name/Region Telephone Email
Australia Asia Pacific +61 2 9735 3111 sales.australia@power-one.com
China Asia Pacific +86 755 2988 5888 ext.5588 sales.china@power-one.com
Singapore Asia Pacific +6568963363 sales.singapore@power-one.com
France Europe 00 800 00287672 Choix n°4 sales.france@power-one.com
Germany Europe +49 7641 955 2020 sales.germany@power-one.com
Italy Europe +39 055 9195 396 sales.italy@power-one.com
Spain Europe +34629253564 sales.spain@power-one.com
United Kingdom Europe +44 1903 823 323 sales.UK@power-one.com
Dubai Middle East +971 50 100 4142 sales.dubai@power-one.com
Canada North America +1877261-1374 sales.canada@power-one.com
USA East North America +1 877 261-1374 sales.usaeast@power-one.com
USA Central North America +1877261-1374 sales.usacentral@power-one.com
USA West North America +1877261-1374 sales.usawest@power-one.com . ,,.._<.a.:.
i Mono • Multi Solutions
TSM = PC05
TSM = PA05
THE UNIVERSAL SOLUTION
15.3%
MAX EFFICIENCY
Module can bear snow loads up to 54001'a and
wind loads up to 2400Pa
250V
MAX POWER OUTPUT
Guaranteed power output
10 YEAR 0-+3%
PRODUCT WARRANTY
High performance under low light conditions
Cloudy days, mornings and evenings
25 YEAR - -
LINEAR POWER WARRANTY O Independently certified by international
® certification bodies
IEC61215, IEC61730, UL1703, TUV Safety Class II, CE
Founded in 1997.1rina Solar is a vertically
integrated PV manufacturer. Involved in
the prod ucilon of ingah, waters and cells Manufactured according to International Quality
to the assembly of high qualify modules. and Environment Management System Standards
using both mono and multicrystairne
technologies. As ofJuly 2011. the IS09001, IS014001
Company has already achieved an
annoalrzed nameplate madule copactry
of approximately 1.9GW. Tnna Solar's
wade range of products are used in
r esidential,cemmeraml industiolnnd
psblic UfilBy appllcatlons throughout the
world.
linty ay matching on el9cient cosi-
`ir°ata'ew"hpra°enpe,,ana°°^"
V,1 PERFORMANCE WARRANTY
LINEAR
asanInd ustry achieve g Parity.
at rr~nasalai. we toy, b b, oth. 10 Year Product Warranty • 25 Year Linear Power Warranty
otoD%
Trina Solar ww frrinmoLimited Atltlitional
w value trorry
°e vox Trina Solar's line
£ or
warranty
0
l7 BD%
Trin-aSolar yea" s 10 is so 25
The POwer behind the panel - - N r~ owl",
TSM-PC05 / TSM-PA05 THE UNIVERSAL SOLUTION q
DIMENSIONS OF PV MODULE TSM- PC/PA OS
ELECTRICAL DATA@ STC TSM-230 TSM-235 TSM-240 TSM-245 TSM-250
941mm PC/PA05 PC/PA05 PC/PA05 PC/PA05 PC/PA05
r Peak Power WaltS-PMSS(Wp) 230 235 240 .245 250
eeB.iwxou -rna+ Power Output Tolerance-Pnur 003 003 01+3 0/+3 0p3
Maximum Power Vofiage-V.w(V) 29.8 30.1 30.4 30.7 31.0
° Maximum Power Cunent-1.w(A) 7.72 7.81 7.89 7.98 8.06
r,"
Open Circuit Vofiage-Voc (V) 37.0 37.1 37.2 37.3 37.4
5 Short Circuit Current-9c (A) 8.26 8.31 8.37 8.47 - 8.55
Module Efficiency nor 14.1 14.4 14.7 15.0 15.3
E
oE Values at Slontlartl Test Contlif'rons SiC IAII Mpix AM1.5. radiance )DODW/m•, Cell Temperature 250C).
3
ELECTRICAL DATA @ NOCT TSM-230 TSM-235 TSM-240 TSM-245 TSM-250
PC/PA05 PC/PA05 PC/PA05 PC/PA05 PC/PADS
Maximum Power (W) 168 172 175 178 182
A A Mcelmum Power Voltage (V) 27.I 27.4 27.7 27.8 28.0
wurae Maximum Power Current (A) 6.20 6.27 6.32 6.41 6.50
Open Circuit Voltage IV) 33.9 34.0 34.1 34,2 34.5
812mm 180 -
Short Circuit Current (A) 6.68 6.70 6.75 6.83 6.90
((~~Back View NOCE radiance of 800W/m•, Ambient Tempr re M-C, Wind Speed IM/s.
IrLr MECHANICAL DATA
fl{I~II, Solar cells Multicrystalline 156. 156mm IS Inches) Cell fei6050-9(6.10)
module dimension 1650 • 992 * 40mm (64.95 • 39.05 x 1.57 inches)
I_ 40mm A-A Weight 19.5kg (43.0 lb)
Glass High lronsparancy Solar glass 3.2mm (0.13 inches)
Forme Anodized oluminlum alloy
J-Box IP 65 rated
I-V CURVES OF PV MODULE TSM-230 PC/PA 05
Cables / Connector Photovofiaic Technology cable 4.Omm2 (D.0061ndhesi
1D0Dmm (39,4inches). MC4 / H4
~ IQOII/rrd _
7P
eoowrmr- - -
d! - - _ - TEMPERATURE RATINGS MAXIMUM RATINGS
3 sm
Nominal Operating Cell 460C (220C) Operational Temperature 40r+85°C
oq 4 - _ Temperature(NOCT)
G & Maximum System 1000VDC(IEC)/
- - Temperature Coefficient of P. 0.43%/°C Voltage 60OVDC(UL)
1 avw7mx I Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 75A
Temperature Coefficient of lK 0.047%/°C
0^ 10. 20.m ]Ilm 46m
VoltapalVl '
Average efficiency reduction of 4.5% at 20OW/m' WARRANTY
according to EN 60904-1, 10 year workmanship womanly
25 year finear performance warranty,
(Please refer to product Warranty for details)
CERTIFICATION PACKAGING CONFIGURATION u
z
Modules per box: 24 pcs
c4us Modules per 40'confainer. 672 pcs „
KVIA
s°i CE n'iffeu
I.F. v
Trinasolar CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
The behind the 02011 Tina Sale, Urnited. Albightsresen•ed. Specifications incladed in this dalaebest are.vbject to change
Wwer Pana without notice.
a
:s~UN I RAC
SolarMount-l"m Roof Mount Technical Datasheet
Pub 101109-ltd W.1 November 2010
SolarMount-I Module Connection Hardware
Slider and Mid Clamp ..........................................................................................................1
Slider and End Clamp 2
SolarMount-I Series Accessory Mount 2
SolarMount-1 Beam Connection Hardware
1- Flange Foot 3
2- Flange Foot. P 3
Beam Splice ........................................................................................................................A
SolarMount-1 Beam
SolarMount-I Beams ............................................................................................................5
SolarMount-1 Engineering Reports
SolarMount-1 1.0 Beams ......................................................................................................6
SolarMount-12.5 Beams ......................................................................................................8
SolarMount-1 Module Connection Hardware
SolarMount-I Series Slider with Mid Clamp
Part No. 02027C, 02028C, 02029C, 02030C
• Slider and Mid Clamp Material: One of the following mill finished
extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6
Ultimate Tensile: 38ksi, Yield: 35 ksi
Slider Weight: 0.026lbs (12g), MM Clamp Weight: 0.050 lbs (239)
• Allowable and design loads are valid when components are
assembled with SolarMount-1 Beams according to authorized
UNIRAC documents
. " Sliders are compatible with SolarMount-I Beams
r>„ Assemble with one'/4-20 ASTM F593 bolt and one ''/4-20 ASTM
F594 serrated flange nut
• Use anti-seize and tighten to 10 (ts of torque
Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual
~ aoo
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
Ibs (N) Ibs (N) FS Ibs (N) dt
Sliding, Xt 1194 (5311) 490 (2180) 2.44 741 (3296) 0.620
Tension, Y+ 1503 (6686) 677 (3011) 2.22 1024 (4555) 0.682
u Transverse, Zt 2080 (9252) 915 (4070) 2.27 1383 (6152) 0.665
Y
1
?X
Dimensions specifled in inches unless noted
e
Technical Da'Lasheets UINUN I RAC'
SolarMount-1 Module Connection Hardware
SolarMount-1 Slider with End Clamp
Part No. 02001C through 02006C, 02009C, 02010C
Slider and End Clamp Material: One of the following mill finished
extruded aluminum alloys: 6005-T5, 6105-T5, 6061-T6
Ultimate Tensile: 38 ksi, Yield: 35 ksi
Slider Weight: 0.0281bs (12g), end clamp weight varies based on
height: -0.058 Ibs (26g)
End Allowable and design bads are valid when components are
clamp assembled with SolarMount-I 1.0 or 2.5 Beams according to
authorized UNIRAC documents
Sliders are compatible with SolarMount-I Beams
Beam Assemble with one '/«20 ASTM F593 bolt and one Y. 20 ASTM
F594 serrated flange nut
• Use anti-seize and tighten to 10 ft-ibs of torque
Resistance factors and safety factors are determined according to
Slider part 1 section 9 of the 2005 Aluminum Design Manual
• Modules must be installed at least 1.5• from either and of a beam
r.soQ Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Loads Facto;
Ibs (N) The (N) FS Ibs (N) •
Y Sllding, Xt 283 (1259) 104 (463) 2.72 157 (696) 0.555
A Tension, Y+ 332 (1477) 88(391) 3.77 133 (592) 0.401
?X Transverse, Zt 1367 (6081) 533 (2371) 2.56 806 (3585) 0.590
Qb25-.
Dimensions sped led in Inches unless noted
SolarMount-1 Accessory Mount
Part No. 08010M
• Slider Material: One of the following mill finished extruded
~r
aluminum alloys: 6005-T5, 6105-T5, 6061-T6
Bolt` Accessory Ultimate Tensile: 38 ksi, Yield: 35 ksi
• Slider Weight: 0.026 Ibs (12g)
• Allowable and design bads are valid when components are
assembled with SoiarMount-I 1.0 or 2.5 Beams according to
authorized UNIRAC documents
• SolarMount-i Series Accessory Mounts are compatible with
SolarMount-I Beams
• Use two Accessory Mounts per accessory
• Assemble each pair of clamps with the following stainless steel
Beam hardware: two X-20 set screws, two 9-20 heavy hex jam nuts, and
two k-20 F594 serrated flange nuts
• Use and-seize and tighten to 5-10 ft4bs of torque
Resistance factors and safety factors are determined according
calculations and UNIRAC testing
Maximum distance of Maximum weight of
Y accessory center of gravity accessory
1 from beam center Ibs (kg)
?X In (mm)
7(178) 32 (14.5)
Dimensions specified in inches unless noted
Technical Datasheets N°U N I RAC
SolarMount-I Beam Connection Hardware
SolarMount-1 1- Flange Foot
Part No. 040'1M
• 1-Flange Foot Material: One of the following mill finished extruded
aluminum alloys: 6005-T5,6106-TS, 6061-T6
Ultimate Tensile: 36 ksl, Yield: 35 ksi
• t-Flange Foot Weight 0.101 Ibs (46 g)
• Allowable and design bads are valid when components are assembled
with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC
documents
1-Flange feet are compatible with SolarMount-1 Beams
Resistance factors and safety factors are determined according to part 1
section 9 of the 2005 Aluminum Design Manual
1-Flange Foot Design and allowable loads are for the beam to foot connection
Y Be sure to check load limits for roof attachments and standoffs
? X Average Allowable Safety Design Load Resistance
Applied Load ultimate Load Factor, His (N) Factor,
~ Direction Ibs (N) Ibs (N) FS 0
oerr.ono Tonslon, Y+
r+ea
SolarMount-1 1.0 Beam 1388 (5952) 591 (2629) 2.26 894 (3977) 0.668
- - - - t- SolarMount-1 2.5 Beam 1514 (6735) 648 (2882) 2.34 980 (4359) 0.647
-iw--- compression,Y-
Dimensions spedfled in inches SdarMount-11.0 Beam 2931 (13038) 1288 (5729) 2.28 1948 (8665) 0.664
unless noted SdarMount-I 2.5 Beam 2750 (12233) 1223 (5440) 2.25 1B49(8225) 0.672
Transverse, X} downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.745
Transverse, X+, uphill 42(187) 20(89)1 2.15 30 (133) 0.105
Sliding, Z: (see Beam Splice)
SolarMount-12 - Flange Foot
Part No. 04002M, 04003M
• 2-Flange Foot Material: One of the following mill finished extruded
aluminum alloys: 6005-T5, 6105-T5, 6061-T6
Ultimate Tensile: 38 ksi, Yield: 35 ksi
• 2-Flange Foot Weight: 0.103 lbs (47 g)
• Allowable and design loads ds are are valid when components are assembled
with SolarMount-1 1.0 or 2.5 Beams according to authorized UNIRAC
documents
2-Flange Feet are compatible with SolarMount-I Beams
2-Flange Resistance fedora and safety factors are determined according to part 1
Foot section 9 of the 2005 Aluminum Design Manual
Design and allowable loads are for the beam to foot connection
Be sure to check load limits for roof attachments and standoffs
y Applied Load Average Allowable Safety Design Load Resistance
? Direction Ultimate Load Fader, Ibs (N) Factor,
The (N) bs (N) FS 0
?X
a oe.ne.o~:avrn-- Tension, Y+
SolarMount-11.0 Beam 1931 (8950) 864 (3843) 2.23 1307 (5814) 0.667
SolarMount-12.5 Beam 2478 (11023) 1111 (4942) 2.23 1681 (7477) 0.678
.r Compression, Y-
u.n- - en, - SolarMount-11.0 Beam 3788(16650) 1706(7589) 2.22 2581(11481) 0.681
SolarMount-I 2.5 Beam 3694 (16432) 1562 (6948) 2.36 2363 (10511) 0.640
Dimensions specified in inches unless sled Transverse, X-, downhill 635 (2825) 313(M2) 2.03 473 (2104) 0.745
Transverse, X+, uphill 42(187) 20(89)1 215 30 (133) 0.705
Sliding, Zt (see Beam Splice)
Technical Datasheets
:a U N I RAC'
SolarMount-1 Beam Connection Hardware
SolarMount-I Beam Splice
Part No. 03020M, 03021M
Beam Splice Material: Aluminum 5052-1-132
Beam Ultimate Tensile: 31 ksi, Yield: 23 ksi
• Beam Splice Weight: 0.053 Ibs all g)
gam.. Allowable and design bads are valid when components are
assembled according to authorized UNIRAC documents
Beam Splices are compatible with SolarMount-1 Beams when used
with 1-Flange or 2-Flange feet
• Resistance factors and safety factors are determined according to
Splice part 1 section 9 of the 2005 Aluminum Design Manual
Applied Load Average Allowable Safety Design Resistance
Direction ultimate Load Factor, Load Factor,
Nut 1-Flange or Ibs (N) Ibs (N) FS Ibs (N) m
2-Flange Foot
Sliding, t 1428 (6352) 620 (2758) 2.30 936 (4172) 0.657
e030. I 6]A
1
0.111 r ~ ;.0113 -c L. = : - T_x_73
y ao as
1-X Dimensions specified in inches unless nored
Technical Datasheets ::=U N I RACY
",,....,...r
SolarMounW Beam
MATERIAL: One of the following extruded aluminum alloys: 6005-T5, 6105-T5, or 6061-T6, Mill Finish
Beam Height (in)
Properties Units
1.094 2.600
Approximate Weight (per linear ft) pif 0.356 0.548
Total Cross Sectional Area in' 0.3037 0.4665
Section Modulus (X-Axis) in3 0.1101 0.3687
Section Modulus (Y-Axis) in' 0.0390 0.0422
Moment of Inertia (X-Axis) in" 0.0602 0.4609
Moment of Inertia (Y-Axis) in4 0.0195 0.0211
Radius of Gyration (X-Axis) in 0.4453 0.9940
Radius of Gyration (Y Axis) in 0.2536 0.2127
1
1.405 2.500
1.094 1
t
0.547 0.547
1 .L..__
1.000 - 1.000
SolarMount-1 1.0 Beam Height = 1.094' SolarMount-1 2.5 Beam Height = 2.500'
Part No. 10144M Y Part No. 11192M Y
One 00.281 hole is 1.188' A Two 00.281 holes are 1.188" A
from each end of the beam P. x from each end of the beam ? X
Dimensions specified in Inches unless noted
Technical Datasheets
3O UN I RAC
4 rf{.11!•~ LI' iC' :•1 rely
UNIRAC SolarMount-11.0 Engineering Report, Page 1 of 2
90 moh Wind Chart Max Span (inches) uplift
Ground Snow Point Loads (pounds): U Down/ Side 1 module
Module Size 0 20 30 40
52" x 35" ff2501 52 48 44
211/305196 197/ 327/ 123 1771384! 140
6W x 40" 44 41 37
2221321/101 207/ 345/ 129 18613" 148
77" x 51" 35 33 30 2121307198 19& 32& 123 17&3661141 1 module Side
//module
110 mph wind Chart
Ground Snow Know your Ilmital
Module Size 0 20 30 40 Check attachment
52" x 35" 49 48 45 42 load limits.
3051323147 2951334188 277/356/ 113 261/ 377/ 136
65" x 40" 41 40 38 36
321/34& 49 311/352/92 2921375/ 119 2751397/ 143
77" x 51" 33 32 30 29
308/ 325141 2971338188 27& 35& 119 283137& 138
120 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 45 45 42 40
337/ 35& 43 3341353183 31513741107 2991394/ 130
65" x 40" 38 38 36 34
355/369145 3521372187 332/ 3941113 31514151137
77" x 51" 31 30 29 27
3391 352/ 43 3361365183 3171378/ 108 301139& 130
150 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 37 37 37 35
432/ 427135 4321427168 4321432193 4151449/ 114
65" x 40" 31 31 31 30
4551450137 455145& 71 455/ 455198 4381 4731120
77" x 51" 25 25 25 24
434/ 429135 434/429168 4341434/93 41814521114
Installation of products related to this en;Imsering report Is subject to the requirements below:
• Flush roof installations only; modules must be < 10" from roof Surface
• The building has either a flat roof, a gable roof 5 45', or a trip roof 5 27'
• The roof has a minimum slope of 12-
• Instalabon must have at bast 4 modules grouped together (minimum 5011°)
• Surrounding ground area must not slope more then 10 degrees
• Location must fall into Wind Evosure Category 8 or C
• tlulding Might must be less than or equal to 30 test
• For roof zones 2 and 3 use 112 Max Span
• Max cantilever = 113 Max Span
• Gmund snow loads am adlusbd for roof slope and temperature based on ASCE 7-05
• Long edge of module must be perpendicular to Me beam
• The Installer must comply with the responsibilities and Instructions described In the install manual
• The instelef must confirm that the method of attachment (components and hardware) and
structure can handle the given point bads
• In regions with ground snow bads lass than 20 psi but not zero, the roof angle in degrees
must be greater than the horizontal distance from save to ridge / 50
• System dead load. Including modules and mounting hardware, must be between 2 end 3.5 psf.
• Importance factors are equal to 1.0 in all cases.
• Unbalanced and drift snow bads hove rat been consdered.
• Installations must be in seismic site class A. B. C, or D
• Spectral response acceleration, Ss, is 51.5 (and 10.35 H snow loads ere z 30 pW
Technical Datasheets son U N I RAC
UNIRAC SolarMount-1 1.0 Engineering Report, Page 2 of 2
Engineering Variables
Description Variable Value Units
Building Height h 30 ft
Roof Pitch 0-45 degrees
Wind Exposure Category C
Importance Factor I 1
Effective Wind Area 50+ ft2
Topographic Factor Kzt 1
Roof Zone 1 (use 1 /2 span for zones 2 and 3)
Design Wind Loads
Basic Wind Speed (mph) 24 L 120 150
Max Design Wind Load, Pnet; Uplift (psf) 19.2 -28.7 .34.2 -53.3
Max Design Wind Load, Pnel; Downforce 17.5 26.0 311 48.4
Dead, Snow, and Earthquake Loads
Dead Load; min/ max 2 / 3.5 psf
Earthquake Load 2.8 sf
Ground Snow Load, Pg, (pounds/ ft2) 0 20 30 40
Max Sloped roof snow load (psf) CO 20.0 25.2 33.6
Max Distance between splices inches, feet 653,54 336,28 245,20 193,16
Distributed Loads for 65" x 40" module, pounds/ Inch
(smaller modules -2096, larger modules +18%)
Ground Snow Load (pst)
Wind Load (mph) 0 20 30 40
29 4.06 4.06 4.06 4.06 Uplift, 1 to module
Uplift 4.65 5.87 6.75 8.37 Downforce,1 to module
J- module 0.95 1.84 2.53 3.22 Side, module
110 6.21 6.21 6.21 6.21 Uplift, l to module
6.57 7.02 7.98 8.94 Downforce, l to module
0.95 1.84 2.53 3.22 Side, It module
120 7.44 7.44 7.44 7.44 Upitit. -L to module
7.71 7.88 8.83 9.79 Downfaw,1 to module
jorce 0.95 1.84 2.53 3.22 s de, I/ module
module Side module 150 11.77 11.77 11.77 11.77 Uplift, 1 to nodule
11.63 11.63 11.77 12.73 Downforce,1 to module
1 : perpendicular/ normal 0.95 1.84 2.53 3.22 Side, U module
9 : parallel
For installations that do not comply with the limitations on page 1, refer to www.unirac.com
for an engineering design guide to manually calculate loads or contact your distributer.
The design is based on and in compliance with the following codes/standards:
1. 2003 International Building Code, by International Code Council , Inc., 2003.
2. 2006 international Building Code, by International Code Council , Inc., 2006.
3. Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures, by The Aluminum
Association, Washington, D.C., 2005.
4. 2007 California Building Code (CBC), based on the 2006 International Building Code, by International
Code Council, Inc., 2006.
:sOUNIRAC
..,.n. ~,M eur~ rot-,-.,,
UNIRAC SolarMount-12.5 Engineering Report, Page 1 of 2
90 moh Wind Chart Max Span (inches) Uplift
Ground Snow Point Loads (pounds): Up/ town! Slde L module
Module Size 0 20 30 40
52" x 35" 76 67 57 51
310/355173 271/ 3921123 231/ 385/ 144 20514231 163
65" x 40" 63 56 51 45
319/3ti5? 75 200410/129 2691430/ 161 229147V 182
77" x 51" 50 44 41 37 !i~
314// 344/ 70 2671386(121 2481414/ 155 224/461/ 177 module Skis
11 module
110 mph I Chart
Ground Snow Know your limits[
Module Size 0 20 30 40 Check attachment
52" x 35" 64 62 57 51 load limits.
399/423161 386/4371115 35,11/4551144 314/ 4521163
65'• x 40" 53 51 48 45
410/ 434163 397/ 449/ 118 37214791152 35115051182
Tr' x 51" 42 41 38 36
386/ 409/ 59 3M4221111 3501 4500 143 331/4771172
120 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 59 59 55 51
442/458156 437/ 463/ 108 41314901 140 378/ 495/ 183
65" x 40" 49 48 46 43
450 470/ 58 449/ 475/ 171 4241503/144 40V 5301174
77" x 51" 39 38 36 34
427/443/55 4231447/105 3991474/136 379/499/164
150 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 48 48 48 46
5661559/46 568/ 559189 585/ 5661122 SW 588/ 149
65" x 40" 40 40 39 38
501/574147 6811574/91 58115811125 559/604/ 153
77" x 51" 31 31 31 30
547/ 540144 5471540/86 547/547/ 118 6261589/ 1401
Installation of products related to this engineering reportis sub)ecio the requirements below:
• Flush roof installations only, modules must be < 10" from roof surface
• The building has either a flat roof, a gable roof 5 45', or a hip roof s 27'
• The roof has a minimum a" of 1.2-
• Installation must have at least 4 modules grouped together (minimum 50112)
• Sunounding ground area must not Mope more then 10 degrees
• Location must fall into Wind Exposure category 8 or C
• Building height must be on than or equal to 30 feel
• For roof zones 2 and 3 use 172 Max Span
• Max cantilever= 1/3 Max Span
• Ground snow bads are adjusted for roof sops and temperature based on ASCE 7-05
• Long edge of module must be perpendicular to the beam
• The installer must comply with the responsll8nles and mstructions described in the instal manual
• The installer must confirm that the method of attachment (components and hardware) and
structure can handle the given point loads
• In regions with ground snow loads less than 20 psi but not zero, the roof angle in degrees
must be greater than the horizontal distance from save to ridge / 50
• System dead load, including modules and mourning hardware, must be between 2 and 3.5 psi.
• Importance factors are equal to 1.0 in all cases.
• Unbalanced and drift arrow loads have not been omnsdared.
• Installations must be in seismic site class A B. C, or D
• Spectral response acceleration, Ss, 0 5 1.5 (and 10.35 if snow bads are 2 30 pat).
p:UNIRAC
UNIRAC SolarMounta 2.5 Engineering Report, Page 2 of 2
Engineering Variables
Description Variable Value Units
Building Height h 30 ft
Roof Pitch 0-45 degrees
Wind Exposure Category C
Importance Factor 1 1
Effective Wind Area 50+ ft2
Topographic Factor Kzt 1
Roof Zone 1 (use 112 span for zones 2 and 3)
Design Wind Loads
Basic Wind Speed (mph) 94 110 120 150
Max Design Wind Load, Pnet Uplift (psf) 19.2 -28.7 -34.2 -53.3
Max Design Wind Load, Prot; Downforce 17.5 26.0 31.1 48.4
Dead, Snow, and Earthquake Loads
Dead Load; min/ max 2 / 3.5 psf
Earthquake Load 2.8 sf
Ground Snow Load, Pg, (pounds/ ft2) 0 20 30 40
Max Sloped roof snow load (psf) 0.0 20.0 25.2 33.6
Max Distance between splices inches, feet F653,64 336,28 245, 20 193,16
Distributed Loads for 65" x 40" module, pounds/ inch
(smaller modules -200/6, larger modules +18%)
Ground Snow Load (psf)
Wind Load (mph) 0 20 30 4
,QQ 4.06 4.06 4.06 4.06 Uptlft, l to module
Uplift 4.65 5.87 6.75 8.37 Downforce, I to module
1 module 0.95 1.84 2.53 3.22 Side. if module
114 6.21 6.21 6.21 6.21 uplift,1 to module
6.57 7.02 7.98 8.94 Downrorce, l to module
0.95 1.84 2.53 3.22 Side, module
120 7.44 7.44 7.44 7.44 UpliR,1 to module
7.71 7.88 8.83 9.79 Downforce.1 to module
1 L module Side 0.95 1.84 2.53 3.22 side, f/ module /I module 150 11.77 11.77 11.77 11.77 UpMt.1 to module
11.63 11.63 11.77 12.73 Downforce,1 to module
1 : perpendicular/ normal 0.95 1.84 2.53 3.22 Side, module
: parallel
For installations that do not comply with the limitations on page 1, refer to www.unirac.com
for an engineering design guide to manually calculate loads or contact your distributer.
The design is based on and in compliance with the following codes/standards:
1. 2003 International Building Code, by International Code Council, Inc., 2003.
2. 2006 International Building Code, by International Code Council, Inc., 2006.
3. Aluminum Design Manual: SDecfiications and Guidelines for Aluminum Structures, by The Aluminum
Association, Washington, D.C., 2005.
4. 2007 California Building Code (CBC), based on the 2006 International Building Code, by International
Code Council, Inc., 2006.
GREENFASTEW PRODUCT GUIDE - GF-I
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GREENFASTEW PRODUCT GUIDE - GF-I
Instollalion Instructions
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I 2 3 4
Instructions
0 For detailed product Musaation see pmhous page, for requited tools see next page.
1. Locate the rafters and snap hor montal and vertical fines to mark
the instalation position for each GreenFasten Flashing.
2 Drill a pilot hole (I M' diameter) far the lag bot. Bacldill whth sealarr.•
8 3. Inset the flashing so the top part is under the next now of
shingles and pushed far enough up slope to prevent water infltrAon
through vertical joint in shingles
4. Line up pilot hole with GnxnFasten hole.
5. Insert the lag bolt through the EPDM washer, the top compression,
component (L-8racicet pictur4 and the g Wetted hole
in the flashing and into the rafter:
G Torque to 140kutH ounds
5 6 Consult an erg w or go to wrmrecob3mir solarcom for a*mmnm data
R
'CtioFasten recommends Geocal 2300
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GREENFASTEW PRODUCT GUIDE - GF-I
Bill o(Materials
Materus Needed (orAssembly (see t'igin t Sec I-1) ReoredTools
Item No. Desaption of MatetiaVPart Quantity
I Lag Bolt 5/ 16" By Others
/POA
2 L-102-3"INadoet'(ottwoptionsaA-"e) 1
3 5116" EPDM Bonded 18.8 55 Washer I ~i
4 CF-I I f
Base Components Needed
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MO smut gsx7 K,ttW~*nte carsyiany'
CENTRONO GPRS SmartMeter
SmoASMch's AMlrrfeftanceTM metering solution features a communications module ftsol Is
integrated into the Iron CENTRON electricity meter. The CENTRON SmailMeter conwKr cafes
with a server running SmartSynds's Twdoctlon Management Systemm (TMS) and comples
with ANSI CI2.19 protocols for data storage and transmission.
o " , ~ Ttsls solution dealers =11onabte Intelligence (a ttcd usage and rate data) over secure pubk
wireless networks (such as AT&T and Rogers Wireless) and #a Internet- In leu of cumbersome
old expensive private networks. This makes mass deployments quicker, easier, and more
scok bie, providing a sfgnlicanOf greater Return on Resources (ROR) forutiRes.
t< Unlike proprietary, closedadvfecture solutions. the CENTRON SmatMeter Is essentially o
IfIrNf1 tufwe-proof Investment In techiology. its sta cl ed IP connectivity makes it adaptable
r and laid upgadoble to support today's sensoring and communications needs, as well as
tomorroW's oppoAsmTles, better than any aitematfoe.
Functions & Features
5S:
Winston Networks Hardware Components
• GPRS • Radio Control Module Board (RCM) .
capacitor =ge Box*
I Advanced Metering functionatity • PRS SModem (CSB)
• Rexibte Two-Way Data Retrieval • internal Antenna
• Scheduled and On Demand Reads • Ti Detector
• Interval Reads 15.15.3D. 60 minutes) • Temperature Sensor
• Reddime Interval Reads
• Automated Register, SefFRead STOU Retrieval Operating Ranges
• Demand Resets Temperahrre
• Reot-Ttme Meter Event and Alarm Retrieval
Operating [40°C. +85°C)
3 • Realdkne Power Outage and Power Restoration . Transmission (GPRS): (-409C. +8M
• Service Diagnostics and Tamper Detection Nvnidly
• TO Detection
• Meter Cock Synchronization • 0% to 95% non-condensing
• SmartMeter Status Display Accuracy
• Automated Meter Registration • Meets ANSI 1220 for accuracy class 0.5%
• Secure and Encrypted Data Tronsmissions
BFDtectlonat Metering Regulatory b Industry Specifications
• Over-The-Air SmortMeter Module Ftrmvvae • FCC Part 15 Coss B
Upgrade • ANSIC37.90.1-1989: (SWC)
• ANSI 012.20 (Class OS) -1999
Supported Metes forms . PTCRB Certified
• Class 0: 3S, 45
• pals 100: : IS I S • Network Carrier Certified
• Measurement ConodoCediled
SmatSyncK Inc. • Class 20D: 2S. 125, 25S
1100DIdCor#onRood ' CIan320:2S
Jackson, MkskdW 39211
14k"2-I78D
:3t Kwe.xrrstg~r~-h e.+n
® Hardware Specifications Smart ytlche
ftcnvwme CornporTenf r7escr~rron
Radio Conhal Module Board (RCI+Q 32-08 ARM processor, 256K RAM, 512K lash
Capaalor Storage Balk (CSB) Supples peak power for data transmission; and all flmctions during
power outages-no batteries required
GSM/GPRS Modem GSM trident comrnu*.oles with head-end using GPRS and SMS services
Internal Antenna Flexible dial frequency GSM antenna for the modem
Tit Detector Deteds unouthoased movement or removal of the device
Temperahxe Senior Montibrs all tenperat res to ensure correct radio operotbn
Terrnperark" Ranges Supported Meter Forms
Operating: 1-4WC, +850C) Class 20: 3S. 4S
Tranwftbn (wlreless):140°C,+BSC) ClClass Im. is
ass 200:25,125.255
a, HvmkOty Range Class 320:2S
0% to 95% non-condensing Regulatory G Industry Certifications
FCC Part 15 Class B
Accuracy ANSI C37.90.1-1989: Surge Withstand Capability (SWC)
h
Moth ANSI 1 L20 for accuracy class 0.5% AA61 C1220 (Class 0.5)-1998
PTCRB CerNed
Measurenxnt Canada Certified
Network Caner Certified
a Input/Output Signal or Interface DefinifionlValues
, Module Power Input Voltage 12D VAC
Meter Serial Interface 33V/TTLcompattileasynchronous
integration
The Smartmaier module is a fury Integrated, under-ttie-cover option inside the CENTRON meter. The CEMRON GPRS
SmatMeterustapped as one cornplete unit. ready for field deployment.
Version andCompatilbft information
CENTRON Meter Hardware: Supported meter foam, classes. and types, equipped with battery
CENTRONMeter Firmware: TBD
SmariModuaw, CENTRON GPRS SmatMeter Module
Snxx Synch TM- Version 7.20 or higher
About Smarl$ynch: moowyvaiered in Jackson, mu. Srr oaSynch has been developiig wwAssu Smart Gild fritellgeme
solutions for ItOW y lndusky wvco 2000. The carrvanys clew-tech hnomtions in the two4my da&wyof real-tirm enew usage
dolo over pubUowireless networks (ATBT. Rogers. eta.). In feu of prtvole network bu?xaAs, have to date sirrpebd Sma mater
deployments tar IM major North Amiorlow 0191'er, while omb&V gromenergy'uiBlialm and dellversig sgnnd=fV higher Refurris
on Resources.
UnRe propaetay cbsed-adirlect re solutions SmatSynch's SmatMeters revesent Nhxeyroof b"Onleras in technology. The
4 slarxk rinsed iP conrmdMy mailed, every 5marlW f& deployed makes them odopsabb sod remotely upgrodobte to suppai
` todays senior and canrnuricorms reed, as well or tarrorra W s opporhmNies, betler than ally OfferatINFe.
C f Q 2009. Smans rich trio. of is resoved.