HomeMy WebLinkAbout38139-Z
Town of Southold Annex
11/6/2013
NP .O. Box 1179
(AIJO
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36592 Date: 10/31/2013
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 235 (aka35) Sunset Ln, Greenport,
SCTM 473889 Sec/Block/Lot: 33.4-49
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/18/2013 pursuant to which Building Permit No. 38139 dated 6/27/2013
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 to an existing one family dwelling as applied for.
The certificate is issued to Hulse, William & Hulse, Pamela
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38139 10/22/13
PLUMBERS CERTIFICATION DATED
Authorized Signature
y ~r 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 38139 Date: 6/27/2013
Permission is hereby granted to:
Hulse, William & Hulse, Pamela
35 Sunset Ln
Greenport, NY 11944
To: construct a roof mounted electric Solar Panel system as applied for
At premises located at:
235 Sunset Ln, Greenport
SCTM # 473889
Sec/Block/Lot # 33.-4-49
Pursuant to application dated 6/18/2013 and approved by the Building Inspector.
To expire on 12/27/2014.
Fees:
SOLAR PANELS $50.00
CO - ALTERATION TO DWELLING $50.00
ELECTRIC $100.00
Total: $200.00
Building Inspector
Form No.6 aO
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
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 (119
New Construction: (Old or Pre-existing Building: (check one) l 44
Loc ion Pro JL A \S4A ~ CA'Y\ G l -Q V_% p5Y~ ,I - 119 1 I
House No. Street I Hamlet
Own of Property: 2 1 l ( CAA
Suffolk County Tax Map No 1000, Section _ J -3 Block _ Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permits e)7~ f? Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate:. (check one)
Fee Submitted: $ 0
Appli Signature
- J__J'~O)a
rjV so
Town Hall Annex y Telephone (631) 765-1802
54375 Main Road T Fax (631) 765-9502
P.O. Box 1179 co, Q roger. richert(a)town.southold.ny.us
Southold, NY 11971-0959 coum
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To William Hulse
Address: 35 Sunset La City: Greenport St: NT Zip: 11944
Building Permit 38139 Section: 33 Block: 4 Lot: 49
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: roof mounted 9.75 photovoltaic system to include 39 Trina 250 watt panels,
2-Power One inverters-1-6000 & 1-3000, 2-ac disconects, and 1-revenue meter
Notes:
Inspector Signature: Date: Oct 22 2013
81-Cert Electrical Compliance Form.xls
i
SW ~yO6
jt~ TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS: v l
Y'rht6fi~ L1,t~--
°~~~r,SCr
DATE ~3 INSPECTOR
Tom Petersen
Architects Planners
Mr. Michael Verity, Chief Building Inspector - October 15, 2013
Town of Southold Building Department - 't
54375 Route 25, PO Box 1179 _
Southold, NY 11971
-
Re: Solar Panel Installation -As-built Certification
Hulse Residence OCT 31 2013 I
35 Sunset Lane
Greenport, NY 11944
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
(2x6 rafters @ 16" o.c., with collar ties and 2x8 ridge, span = 13'-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! A/-,
F. PC;
Sin erely yours, a
4U a t
Tom Petersen
Cc: Kelcy Pegler, Roof Diagnostics N9T~ 352 ,oC~
o~ NB~1
6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783
FIELD WpR'P 2AAm cow
ro
FOUNDMION (IST) Ua
~a
U
a
FOUNDATION (2ND) ~
C
W '
LYX
C
BOUGH F&AXWQ &
PLUMUNG 0
m
r
a
irrsUr.AxION PENN. Y. ~
STATE IN 33RGY CODE cn
- Z
FINAL
77 7 77-Ti-" 77, ADDITIONAL Cb1VWNTS C
C a s-
o
/o r3 r Lit: ~'c~-.
m
.~r~ x
TOWN OF SOUTHOLD 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 Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 J Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined, 201_ Storm-Water Asses meet Form
Contact:
Approved G~a7, 20 13 Mail to:
Disapproved a/c
Phone: n 'c~ to b
Expiration 61- , 20 4
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 20
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 adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of a lic t or name, if a corporation)
306 Airport Executive Park, Nanuet, NY 10954
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumberr or builder
3 ~3y
contractor/electrician ~PTAICAI poTF, ~127113R p it
Name of owner of premises Williamll ECTION RFoul"ED FEE: 57 BY
(As on the tax roll or latest deeACITIFY BUILDING DEPART
If applicant is a corporation, signature of duly authorized officer 765-1802 8 AM TO 4 PM FOR THE
Kenneth Kovalchik, Director of NY Operations, Roof Diagnostics Solar and Electric of NY, LLC FOLLOWING INSPECTIONS;
L FOUNDATION - TWORE_U,IRED
(Name and title of corporate officer) ;)000PANCYOR FOFPOUREWC wL."C
A~A~ a^' -FRAMING PLUME'NG.
Builders License No. JS~ ISNLAVVFU L ? ` 'PING ELECTRICAL & CAU'_KiJ~
Plumbers License No. T n 3 I NS ATION
Electricians License No. 34280-ME (Suffo RTIFICATE 4 FINAL -CONSTRUCTION&ELECAEI
Other Trade's License No. HIC #50908-H MUST BE COMPLETE FOR C.0.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF
1. Location of land on which proposed work will be do e: YORK STATE. NOT RESPONSIBLE FG
135 Sunset Lane kl( t ~3 5„vryX reenport DESIGN OR CONSTRUCTION ERRQRS.
House Number Street Hamlet
County Tax Map No. 1000 Section 5-3 Block `7 ~ Ammu 7
Subdivision Filed Map No. y tl,eMt pew
VAu80 bnshloaN tM b MKO
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy single-family residence
b. Intended use and occupancy same
3. Nature of work (check which applicable): New Building Addition Alteration solar
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost $43,800.00 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 X
13. Will lot be re-graded? YES_ NO X Will excess fill be removed from premises? YES_ NO_
14. Names of Owner of premises William Hulse Address35 Sunset Lane, GreeWA Ae No. 631-477-3501
Name of Architect Tom Petersen Address 6 country lane, Howell, NJPhone No 732-730-1763
Name of Contractor Roof Diagnostics Solar and Electric Address306 Airport Executive Park Phone No. 845-262-1446
Nanust, NY 10954
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 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
S:
COUNTY OF DC
Kenneth Kovalchik being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)Heisthe C C-Yl4Y-0- pzL' ?~AAt At
(Contrac or, A t, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn, tP9 before me th,((s
day of 20
MSignature of Applicant
Nota
Coro IM mvO ~Mb911111"
~o~~OFSO~j~~O 0rT 15 2013 L~
Town Hall Annex # Te I) 765d8R1
SW5 Man Rand 681 r
P.O. Box 1179 en e IlNnlO
Smdwld, NY 119714)959
~Wllll,
I
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION i
REQUESTED BY: TD V y w sT Date: n p
Company Name: Nom oFN
Name: IWOMAIS
License No.:. 3 k
Address: 7 2 d:.4lLFltt,D tt?: N 4 ~Y //4w0
Phone No.: S/s c97 -
JOBSITE INFORMATION: (1ndicates required information)
'Name: W ~lLl (~Uti Gl v C,S t=
'Address: 3 zz S U lU s ST ~MJ~ , ~t ~ "jbn-r N 4j I l~1t44
'Cross Street: S~llTe-, nj I µ°Gfr-- { 15d1, 1n0 ~p
'Phone No.: (flg "l'i - p
Permit No.: 3 813 ,I
Tax Map District: 1000 Section: Block: _ Lot:
'BRIEF DESCRIPTION OF WORK (Please Print Clearly) 76D ~l~n! t)r~Lid41C ~~£N-l 21M/GIFF~Z~~Lyd~~
~/TL _T ~f~tT
t7t~aN f 1 &O PJ Fys~D Ac DcsZE&q- J&W6e Cf A,?e &&
(Please Circle All That Apply)
'Is job ready for inspection: YES / O Rough In F(nal
"Do you need a Temp Certificate: YES /
Temp hHonnation (If. needed)
'Service Size: 1 Phase 313hase 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
1-15 LO-) Z 3 Gl 2 P,126Gc7 -'2 I f} I GM Z 5-b WAZT
82-Request for Irmoction Form , q.
\ Irv- 0~` 11~
SURVEY OF PROPERTY
SITUATE NORTH OP THE
VILLAGE OF GREENPORT
TOWN OF SOUTHOLD /
SUFFOLK COUNTY, N.Y.
N62 ?
?N T
JNSo y~ ~ 1 so
2 gf
O° . ~0~\ mss
i 62.2, o 0
9 VCYLW 04 - 31 - 9E
F OLK c0.NT' TAX MAP
1000 99 4 4
c rplm TO:
IVCMARD A. 110RAN
MR ILLA A NaKAN
PIDCII N p Aia 17.;m -==-ON
OOMPANY OPYO•K Q~
Of W*
I' I 1
ROOF DIAGNOSTICS changing the waywe buy electricity
S sic LAR 306 Airport Executive Park, Nanuet. NY 10954
PH: (845) 262 -1448
May 31, 2013
Solar Panel Installation
Hulse Residence
35 Sunset Lane
Greenport, NY 11944
631-477-3501
Dear Sir/Madam:
Please find the following attached documents for the Hulse Solar Photovoltaic Installation at 35 Sunset
Lane, Greenport, NY:
• Southold Building Permit Application.
• Four (4) Sets of stamped and sealed architectural plans, which include:
o Roof Diagram
o Proposed Equipment Location
o Three Line Electrical Diagram
o Load Calculation Letter
o Module, Inverter, and Racking Manufactures Specification Data Sheets
• Roof Diagnostics Solar's Insurance Information, including Workers Comp, Disability, & Liability
documents.
• Suffolk County HIC and ME License Certificates
Sincerely,
Ken Kovalchik
Director of NY Operations
ROOFDIAGNOSTICS.COM
~/JpS UM 9
'Y'$T NI OIWI lB~f530'JB681 'I
~ Suffolk County Department of Labor, Licensing &
Consumer Affairs+
VETERANS MEMORIAL, HIGHWAY ' HAUPPAUGE, NEW YORK 11788
DATE ISSUED: 12/20/2012 No. 50906-H
tti
' .R s SUFFOLK COUNTY „
Home Improvement Contractor License
This is to certify that CHARLES K PEGLER
doing business as
ROOF DIAGLHUSTICSiSOLAR AND ELECTRIC OF NY LLC
having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules
and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME
s IMPROVEMENT CONTRACTOR, in the County of Suffolk.
License Category
NOT VALID WITHOUT Additional Businesses Other
* DEPARTMENTAL SEAL
AND A CURRENT
CONSUMER AFFAIRS
i < ID CARD
~ Commissioner
i
STATE OF NEW YORK
WORKERS' COMPENSATION BOARD
CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE
In. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured -
Roof Diagnostics Solar and Electric of NY, LLC (732)974-8874
306 Airport Executive Park
Nanuet, NY 10954 Ic. NYS Unemployment Insurance Employer
Registration Number of Insured
Work Location of Insured (Only required if coverage Is
specljZcally lhnked 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 Southold 3b. Policy Number of entity listed in box "Is" j
53095 Main Road
Southold, NY 11971 46-818531-01-03
3c. Policy effective period
10/05/2012 to 10/05/2013
3d. The Proprietor, Partners or Executive Officers are
X included. (only cheek box if an partners/officers included)
? all excluded or certain partnerstofficers excluded.
I
This certifies that the insurance carrier 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 bolder in box "T'.
The Insurance Carrier will also notify 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 mad.) Otherwise, this Certijlcate Is valid for
one year aJter this form Is approved by the insurance carrier or Its licensed agent, of until the policy expiration date listed in box
"3c whichever is earlier.
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
(Print name of authorized representative or licenud agent of insurance carrier)
Approved
by: 06/04/2013
V' V (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.
1
C-1052 (9-07) www.wcb.state.ny.us
Workers' Compensation Law
I
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.
I
i
I
i
i
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
Ia. 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 lc. NYS Unemployment Insurance Employer Registration
NY,LLC Number of Insured
306 AIRPORT EXCUTIVE PARK
NANUET,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 Carrier
(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
Southhoid, NY 11971 3c. Policy effective period:
01/20/13 to 01/20/14
4. Policy covers:
a.® All of the employer's employees eligible under the New York Disability Benefits Law
b0 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 /46 /2013 By
(Signature of insurance carriers authorized representative or NYS Licensed Laurance Agent of that insurance carrier)
Telephone Number (631)845-2200 Title Administrative Services Manager
IMPORTANT: If box'4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that terrier, this
certificate is COMPLETE. Mail it directly to the certificate holder.
If box "46" is checked, this certificate is NOT COMPLETE for Purposes of Section 220, Subd 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 1 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 "1 a" 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". 77iir Cerdflcate is
valid for the earlier of one year after "form is approved by the Insurance carrier or Us licensed agen4 or the policy erpiradon
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 j
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.
I
ICI
I
i
DB-120.1 (5-06)
Tom Petersen
Architects Planners
Mr. Michael Verity, Chief Building Inspector May 22, 2013
Town of Southold Building Department
54375 Route 25, PO Box 1 179
Southold, NY 11971
Re: Solar Panel Installation
Hulse Residence
35 Sunset Lane
Greenport, NY 11944
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
(2x6 rafters @ 16" o.c., with collar ties and 2x8 ridge, span = 13'-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 LNIRAC. The
rack system, roof connections and connection spacing are rated for 120 mph. This project
requires the larger Solar Mount 1-2.5 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 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 R
you have any questions on this information. Thanks! k~P~~ FTF y~T
Sic rely yours, O~ 93~ C1
~ Fr,
* e a
Tom Petersen
s Q•
~O
Cc: Kelcy Pegler, Roof Diagnostics T9~F 03529 ~
OF NE
6 Country Lane • Howell, New Jersey 07731 • Telephone 732-730-1763, Fax 732-730-1783
PV Systems Calculations
Hulse Residence
35 Sunset Lane
Greenport, NY 11944
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 #1
DC Operating Voltage: 31 x 13 = 403 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 13 = 583.44 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
Inverter #2
DC Operating Voltage: 31 x 7 = 217 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 7 = 314.16 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
PED A&
C?'CO ~Pg F. PFr~9 ON
X19' 035290 JoQ~
F OF NE`N
Solar Installation Three Line Diagram
Roof Mounted PV Array - 9.75kw DC
Roof Exterior Interior
Utility Meter
O
Ie3 e M
2 2
NEMA 3-R Sub Panel Single Phase 3 Wire
LIPA
Combiner Box I OOA Bus Rating
4 Strings 60A Main
Fused ISA Each DC Disconnect Inverter I Pole 20A (PV13.0) Existing Main
40A powerOne I Po le 35A(PV16000) Distribution Panel
600V PVI 6000 Main Breaker
25 Modules a
I String of 13 Solar kWh Meter 150A
I String of 12 ec 3KW-HR Centron
GPRS Smartmeter w/
-I wireless connection
Single Phase 60A 1¢, A
(4)#10PV Wire I 125A Disconnect Disconnect
2 Positive Non-Fused Fused
2 Negative 35A 35A
(1) #6 THHN DC Disconnect Inverter
Cont. Equp. Ground 40A PowerOne M
600V PV13.0 I i G - --o- C
14 Modules
2 String of 7 °C
nc I N
-
R\ Main Building!
(4) #10 PV Wire \ Grounding Electrode I
2 Positive J-
2 Negative (4) #8 THHN (3) #8 THHN (a) #6 THHN (3) #8 THHN (4) #6 THHN 't
T
(I) #6 THHN 2 Positive 2 Hot 2 Hot 2 Hot 2 Hot
Cont. Equp. Ground 2 Negative 1 Neutral 2 Equip. Ground I Neutral I Neutral
(1) #6 THHN Eauio. Ground (1) #6 Eauio. Ground (1) #8 THHN (2) #6 Equip. Ground 1 Equip. Ground
In I" PVC ED A In 1" PVC I Neutral In I" PVC In I" PVC
AC In I" PVC
\ PS F' PFT<chl~
CO
Panel Totals Trina Solar Module Scecs W 0 ~~tts 0
39 Trina 39 Trina TSM-250PA05A.08 X
TSM- Maximum Power @ STC: 250W a
250PA05A.08 MPP Voltage: 31.0 V
4 Strings Total MPP Current: 8.06A
Open Circuit Voltage: 37AV uT 035 9p ~~Q`
Short Circuit Current: 8.55A 7 Ao 2
Module Efficiency: 15.3% OF NEB ROOF DIAGNOSTICS 306 Airport Executive Park Hulse Residence
Maximum System Voltage: 600 V Nanuet, NY 10954 35 Sunset Lane
Maximum Series Fuse Rating: 15A S ' LAR Phone: 845-262-1448 Greenport, NY
Power Tolerance: 0/+3% Fax: 845-262-1445 11944
PE0 ARC
- P
`y Py F. PET
c~ ~ ~9s n
2 H
* I
tP~ Q
* 18" required walkway and ridge clearance 9 035290 AO
on the opposite roof plane where there will
be no solar equipment. 49_9 F OF 114
III 41,_1„
0
I oI - o
CLEAR Flu ALSO T
REAR 41 REAR tt2
I'I 25 PANELS 19 PANELS
I i
~ EXISTING ELECTRIC PANEL
• E%IpTING ELECTC HETER '
. PROPOSED INVERTER LOCATION
REAR sl REAR s2
INVERTERM: AZIMUTH: 220 AZIMUTH: 220
POWERONE 1.000 PITCH: 30 PITCH: II
2 STRINGS-TOTAL
I STRING OF 13
I STRING OF 12
lI POWERONE : PVI AIR GAP LESS THAN G" !RACK MOUNT)?
0000 - US INVERTER) TOTAL SYSTEM SIZE: 1.161u DG
INVERTERtt2: a+ MODULES a250w PER MODULE
o~ 4.. POWERONE 3.0
2 STRINGS-TOTAL ROOF DIAGNOSTICS
2 STRINGS OF T SOLAR AND ELECTRIC. LLC
fI 3 F US IN ; PVI w SITE MAP
- US INVERTER) %
HULSE RESIDENCE FEVIBHGN
7SM-250PAOS 35 SUNSET LANE
PANELS-250w GREENPORT, NY 11949
Trlna 56ar Panela -
DATE:9 APRIL 2013 DWG NO. 1929
Mono Multi Solutions
TSM = PC05
TSM=PA05
THE UNIVERSAL SOLUTION
15.30
MAX EFFICIENCY
~ Module can bear snow loads up to 5400Pa and
wind loads up to 2400Pa
MAX POWER OUTPUT
Guaranteed power output
10 YEAR PRODUCT WARRANTY
O High performance under low light conditions
Cloudy days, mornings and evenings
-
YEAR
LINEAR POWER WARRANTY ® Independently certified by international
® certification bodies
IEC61215, IEC61730, UL1703, TUV Safety Class II, CE
f oonded In 199' It nn6ol ii is o verfic city
t(g[ot 1FV IT ano We.l re ,Ivedm
11, prod ete fingots, waters d,,ilk Manufactured according to International Quality (it th.s L y ndyl quo 1y „'S ISO and Environment Management System Standards
v d h(it h ono end m, 111 cry sic Ili ie
a t,ol,IC n Uoly 0111tie IS09001, IS014001
Company has already achieved an
nr..... inan'c plot( .....dale, so, I,
of app,oxin ialely I9C W. into Solo[ s
wide range of Piodoch ac, ISed In
rvl de rrtlcl, ,-oinme¢lal, Irvdeefiai and
{rLle rllt, ffl tl, Ileatlhe
lrlyI,yn kh 1,rst1 „t
~fi j, t, r r,eieoIn ,n rlty LINEAR PERFORMANCE WARRANTY
we a, s an mtloslry achve gncf paty_
And o1 Thnosoloo, we I-av, [,,,It, 10 Year Product Warranty • 25 Year Linear Power Warranty
IOOx Additional
trine Solar Limited
www.h, um, solve lrom ir'
sox Ina Solar
_ s linear warranty
a
t7 BOx
Timasolar year, 5 10 15 20 25
The nri behind the panel - -~w ..,,~i
TSM-PC05 / TSM-PA05 THE UNIVERSAL SOLUTION
DIMENSIONS OF PV MODULE TSM-PC/PA 05
ELECTRICAL DATA Us SIC TSM-230 TSM-235 TSM-240 TSM-245 TSM-250
941mm PC/PA05 PC/PAOS PC/PA05 PC/PAO5 PC/PAO5
Peak Power Watts-Pu.x(Wp) 230 235 240 245 250
rE awnal S Power Output Tolerance-Psux 1%) 0/+3 0/+3 O/+3 0/+3 0/+3
Maximum Power Voltage- Vi 29.8 30.1 30.4 30.7 31.0
° Maximum Power Cunenti (A) 7.72 7.81 7.89 7.98 8.06
Open Circuit Voltage-Voc (V) 37.0 37.1 37.2 37.3 37.4
Short Circuit Current-he (A) 8.26 8.31 8.37 8.47 8.55
Module Efficiency On 14.1 14.4 14.7 15.0 15.3
E a
°E 'O Values at Sidi Test Conditions STC(Air Mass AMIA Irradlanre 1000i Call Temperature 25°CI.
3
ELECTRICAL DATA @ NOCT TSM-230 TSM-235 TSM-240 TSM-245 TSM-250
PC/PA05 PC/PAO5 PC/PAOS PC/PA05 PC/PAO5
Maximum Power (W) 168 172 175 178 182
Maximum Power Voltage( V) 27.1 27.4 27.7 27.8 28.0
Maximum Pa., Current (A) 6.20 6.27 6.32 6.41 6.50
Open Circuit Voltage (V) 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
Beek View
NOCT: Irradlanre at BDOW/m'. Ambient Temperature 20°C. Wind Speed IM/s.
E MECHANICAL DATA
E Solar cells Multicrystalline 156 x 156mm (b inches)
g '(1( Call orientation 60 (6 • 10)
Module 1650 = 992 • 40mm 164.95 • 39.05 • 1.57 Inches)
I_ dOmm A.A Weight 19.51:9 (43.0 lot
Glass High mansporancy solar glass 3.2mm(0.13 inches)
Frame Anodized aluminium alloy
I.V CURVES OF PV MODULE TSM-230 PC/PA 05 ,I-Box IP 65 rated
Cables/Connector Photovoltaic Technology cable 4.Omm'(0.006 Inches°),
1000mm (39.4 inches), MC4 / H4
9m
11- '0001
70 eawihnS
dm TEMPERATURE RATINGS MAXIMUM RATINGS
f
E s. emwmr2-____-
~ 410 Nominal Operating Cell 46°C I12°q Operational Temperature -40-+85°C
Temperature INOCT)
3m eXWfta Maximum Temperature Coefficient of Rues, -0.43%/°C Voltage System SO IOOOV IEC)/
se OVDCU
Ii* mWfins, Temperature Coefficient of voc -0.32%/°C Max Series Fuse Rating 15A
Om Temperature Coefficient of lse 0.047%/°C
O-. Me.. m. J3-..
Vo.aaeryl
Average efficiency reduction of 4.5% of 20OW/m' WARRANTY
according to EN 60904-1. IO year workmanship warranty
25 year linear performance warranty
(Please refer to productworranty for details)
CERTIFICATION PACKAGING CONFIGURATION
Q'. ^ ~j Modules per box: 24 pcs w
e.~ ON . fl u Modules per40' container: 672 pcs ?
tillm
Trinasolar CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
The POWer behind The I C MIT Trine Solar Limited. All nght$reserved. Specifications included in the datasheet are subject to change
pane without notice.
r AURORA
[ awfiogWtMe of Power Photovoltaic Inverters
General Speelloatioas
Outdoor Medals
PVI-3.0-OUTD-US / PVI-3.0-OUTD-S-US
PVI-3.6-OUTD-US / PVl4.MTO-S-US
PVI-4.2-OUTD-US / Ill!"-42-OUTD-S-US
High-Efficiency, 3 kW to 4.2 kW Inverters Installer Friendly
Auroras' grid-tie ttansiormerless Inverters offer a unique combination of •:Reversa-polarity protection mMbnizes potential damage caused by
ultra-high efficiencies, Installer-friendly designs, long service 164 and miswking during Installation.
competitive initial acquisition costs; significantly increasing return on .Front-panel mounted LCD display provides real-time updates for all
investment In solar-power Installations. critical operating parameters..
y RS-085 and USB communications interlaces.
Industry-Leading Features and Performance •antegrated DC switch available in compliance with NEC Standard,
High efficiencies deliver more energy - up to 96.8% (96% CEC). ..Anti sla690 4Sr ndingpotecgoooft*System"(USA).
Two Inputs with independent MPPrs, optimize power from multiple
arrays oriented In different directions.
Compaq size and high power density: 46WW max of output power in
a box size of just 3311/16- x 1213/16" x 81/4'.
Unmatched Applications Flexibility Alodels AC PoLver
• Full-Mod power available up to 50 °C ambient temperature. PVI-3.0-OUTD-US 3000 W
Two input sections, with parallel option, with Independent hilikpeed PVI-3.0 S-US - 3000 W
MPPTs, optimize energt+ harvesting from multiple arrays oriented in
different directions. PVI-3.6.OUTD-US 3600W
Wide MPPT operating range: 90 to 580 VDC. PVI-3.6.OUTD-S-US 3600 W
Field-Proven Reliability PVI-42-OUTD-US 4200 W
PVI-42-ourDS-us 420o w
IP65 (NEMA 4) rated enclosure withstands the harshest environmental
conditions. e
• Front-mounted heat sink resists contamination, enhancing cooling and AURORAOCommroiicalor software simplifies moa6oting via PC.
Increasing reliability and long-term efficiency. AURORA' Easy Control datalogger is available for remote
• Grid-connected operation a=tftg to international standards, control via Internet or modem.
UL1741BEEEI547 & CSA-022.2 N.107.1-01.
• 10-year warranty, option* extendable to 15 and 20 years.
Renewable Energy Division
_ AURORA _
Photovoltaic Inverters
High Efficiencies Across a Broad - - I.
Range of Operating Conditions,
PVI-3.0, PVI-3.6, and PVI4.2 Inverters work with nominal output • r
voltage, at up to 96.8% efficiency (CEC 96%). The graph to the right
demonstrates the high efficiencies, across a continuous range of Input
voltages and load conditions, for the PVI42.
the graphs below depict the industry-leadkg performance of all models NJ
a
at three discrete MPPT-votage reference points, and a continuous range
of bad conditions. s
~ a.
v ~
uan.
RJ
Li fA
MI% e
111
K1
m rA M is
w
WPT von,ee M
PVI-3.0-OUTD Efficiency
R'
N _
N
£ r
° PVI-3.0-OUTO Efficiency
I'1 ¦ _ r
• n
a N
W r n
N r
M , ` N
¦ ¦ i1111-4.2-OUTO Efficiency
N¦ ¦
ex re Ne II
p M
N L N
N
N ~:6llek
n - -
now r `
r ~ ¦.eee
ea eic rx ra N% ati Ne Nt rx N% w Ns nit ore tw fi Nhc Nz re rz ,Na
Pewer %efr" after]
AURORA
rl" ng me shape of Power Photovoltaic Inverters
SPECIFICATIONS W 4150 W
90 V to 53U V
160V10530V V
V V V V
11- 200 Y mmU m120 Vto 350
1 12 5A short 'rca 16- 2 K 16A MM sbod circuit)
4
I •S versions
4 (2 positive; 2 negative)
Sorer Termlrrl Bock
Wire sizes : Solid, from, AWG20 to AWG 6 - Stranded, from AWG20 to AWG 9
Cable Gland: M25 • Cable diameter: 318' to 11/16'
W W
split ohm My m
DOW 240V - 00borad 2W w
or 77v
277 Y (244-3041 240V 11- V 1
50 HZ
1 -1 143A 1 1 16A-172
15A • 25A 25A - 25A 25A
2 Iiv&+E
Screw Terminal Blodt
Ore sins : Solid, from. AWG20 to AWG 8 • Shaded, from AWG20 to AWG 8
Cable GWM: M25 - Cable diameter 3W to 11/16'
1
,4 2% at Fated now wb sitse ways volume
98%
2OW
W
4
Natural Won
< m
NUMAIX
-S version : 3311/16" x 1213/16" x 81/4"
+ basic version : 21 1R' x 1213116' x 81/4'
37 Ib
YES u 8
85485 (spring terminal Heck _ wire am section: AWG28.16)
U58 connection (fer Service ony)
'Aurora' Easy Contror system for remote control (Optional)
Standards and Codes
Awe inverlers compy wkh standard sat for grid bed operation, safety, and electromagnetic compatl ly (itdtrding: UL1741AEEE1547 d GSA -022.2 N.107.1-M.
VDE0126, CEI 11-20, DK5940, CEI64.8, IEC 61683, IEC 61727, EN50081, EN500OZ EN61U CE oer88callon, 9 Real Decreto 801663/1000 de Espalla.
AURORA
Photovoltaic Inverters
Block Diagram and Operating Configurations
- -
1 A t
rwPT
+PVLWI i
it
-PVprdl -
+PYIRpIdY f / &AW
t = DCAW
I Inverter
-PV4Mt2 l { T _ y
MP" 2 1 I
DC Switch
1 1 - 1
_PVI.8.a0UTD.US / PVI-3.6-ourD-U8 / PVw 2-OUTD-8
- - - - -
-U
PVI-3.0.OUTD-8-U8 / PVI-3.&OUTO-8-U8I PVId.2-OUTD-3-1.12
Configured with Internal DC disconnect switches
Rer.t,t 2I4Ny, tale
TECHNICAL REVISIONS -:The appearance of products, kx*x ng salary agency certifications picMed on labels; may change depe tang on the date
manufaclued SpedRcaeons are suhled to dredge whhout notice.
www.pawer-one.com
powe -one=
`IRenewoble Energy Solutions AURORA
:3. ~fffi~ 3 ~ c ,
Designed for residential and small commercial PV
installations, this inverter fills a specific niche in the
Aurora product line to cater for those installations producing
between 5kW and 20kW.
This inverter has all the usual Aurora benefits, including dual
input section to process two strings with independent MPPT, _
high speed and precise MPPT algorithm for real-time power
tracking and energy harvesting, as well as transformerless
operation for high performance efficiencies of up to 97.1%.
The wide input voltage range makes the inverter suitable to low
power installations with reduced string size. This outdoor inver-
ter has been designed as a completely sealed unit to withstand
the harshest environmental conditions. AURORA
• Each inverter is set on specific grid codes which can be selected in the field
• Single phase output
• Dual input sections with independent MPP tracking, allows optimal energy harvesting from two
sub-arrays oriented in different directions
• Wide input range
• High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting
• Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable
performance across the entire input voltage and output power range
• Outdoor enclosure for unrestricted use under any environmental conditions
• RS-485 communication interface (for connection to laptop or datalogger)
• Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI-DESKTOP
BLOCK DIAGRAM OF PVI-5000-OUTD AND PVI-6000-OUTD FOR NORTH AMERICA
MPK1 INllIR
ry (MIDI) BU KY APS DVAQ
INI I~I~
INI INI
s lNE GRID PAM I
INIH _ RLiER REIAT
1
T ~ APE
MP 1
au"
(X/M)
INAH~~ -r
D N PEM
INI IN3 119A TODMMO
IN]11
1
1
-5 VERSION
~ RsEas
tT/R
-T/R
` V R N
REMOTE CON1110L
R
GPOVND ~y R
au
nETErnaN ALARM '
,
a<
1 -Q c
COMPOLCIRCUN
•
PVI-6000-OUTD-US PVI-6000-OUTD-US
8 sea
i
sr f
m /
le
vnr Tm 5
si
ae. n
9' ver 95. 2,9
xwwrN OUpurle~~r ~ MWT WIUpeM TS% IdYF
TECHNICAL DATA PVI-5000-OUTD-US 111
Raml GriaACVe o V 208 240 277 208 240 277
77,
Maximum Usable Pawerfor Each Channel W 4000 4000
MPPTVohage Range V 200-530 200-530
SterF Up Voltage V 200 (ad}120-350) 700. (adj. 124350)
Absolute Maximum Voltage(Vmax) V 600 600
Maximum Cumnt(Mcmax) far both MPPT in parallel A 36 36
Maximum Usable Current per Channel A 18 18
Number of Wire Lending Terminals per Channel 1 1
Number of Independent MPPT_Channels 2 2
Amay Widnq Termination Screw terminal block Screw terminal block
3 Kncck-Outs I Wor 1'(w/ Ring Reducer.) 3Knock-O=1 Wor 1'(w/ Ring Reducer)
_
Grid Standard 102W or Splits/3W 10/2W or Split-0I3W
Nominal Power W 5000 6000
Voltage Range (Vmin-Vmax) . V 183.228 211-264 244304 183228 211-264 244304
Grid Fnqumry; Range" Hz 60;(593.60.5) _ 60;(59... .5)
Maximum Current(IK max) A 27 23 20 30 28 24
Power Factor > 0.995 > 0.995
Total Harmonic Distortion At Rand Power % <2 <2
Maximum Elfidency - - - % 97.1
CEC EMderrcy _ % 96 96.5 96.5 96 96.5 965
Came unt on in Stend By (Night) WW <8.0 <8.0
Consumption During Operation Waa 20 20
T0P_01W__ Transnrmerless Trensformerless
Madunlal,SpacNltatbax _
Endasureratlnq NEMA4 NEMA4
Cooling Natural Convection Natural Convection
Conduit Connections Trade she KOs: (2eaxl/Hand Trade size KOs: (2eax1/21 and
(2eax 1-1/4;3 places side, Front, rear) (2eax 1-1/4',3 places side, front, rear)
Grid Wiring Termination Type Screw Terminal Block ScrewTerminxl Block
Single wire, 90°C terminal wiring Single wire, 90'C terminal wiring
Dlmensions(Ill in(mm) 12.8 x41 Ax 8.7(325 x1052 x 222) 12.8 x41 As &7(325 x1052 x222)
UnitVhlght lb(kg) <595127.0) <595(27.0)
ShippinggNipM Ibs(kg) 78(35A) 78(35.4)
Muntim _ Wall bracket Wall bracket
AmblenMlrTemperntun Range FI°CI -13...H40(25-.+60) with denting above 122150) 13 +140 (-25..+60) with denting above 122 (50)
Acoustic Noise Emission Level dbA@1m <50 <50
RsWI HumMity %RH 0.100 condensing 0.100 condensing
MMWxmuumNO~ng ANitude without Derating him) _ 6560(2000) 6560(2000) _
AmFlslendinq protection According to UL 1741AEEE 1547 According to UL 1741AEEE 1547
External AC OCPD Rating A. - 35 30 25 40 35 30
Over-Voltage PrenctionType Vanston 2(L-N/L PE) Vansnr,2(L-N/L-0E)
Input,
Reverse Poleriej Prohctlon Yes Yes
Maximum Short Circuit Current Llmh per Channel A 22 22
Over-Voltage protection Type Vanstor, 2 far each channel Varistoy 2 for each channel
PV Array Ground Huh Detection Pre start-up Pico and dynamic GFDI Pre start-up Riso and dynamic GFDI
(Requires Floating Arrays) (Requires Floating Nrrays)
_
DC Switch Current Rating (Per Contact) A/V 25 / 600 25/600
isolation level Tnnsformedess (floating Array) Transformerless
(Floating Array)
Safety and EMC Standard UL 1741, CSA-C22.2 N. 107.1-01 UL 1741, CSA-C222 N. 107.1-01
S"pyro rat dSAus _ cCSA,g-_
Faatmu-G®mmalotlpn
UuMntedace(6iplay) 16 characters x 2 lines LCD display 16 charactersx 2 lines LCD display
Remote Monitoring (1xR548S Ind) AURORA-UNIVERSAL (opt) AURORA UNIVERSAL (opt.)
Wlred Local Monitoring (1xRS48S Ind.) PVI-USB-RS485_232(opt), PVI-DESKTOP (Opt.) PVI-US845485 232 (opt.), PVWESKTOP(opt)
Wiranss Local Monitoring PVWESKTOP (opt) with PVMDKIMODULE (opt) PA-DESKTOP (opt) with PVI-RADIOMODULE (opt)
Standard Warranty Years 5 5
Avol"Modals
Standard-With DC SwBcM Floating Array PVI-5000-OlITD-US PVIfi000-0UTiYUS
•gll4am k when m cNige altlwu[ notla
mpsmmeb0-Mppointm 57w.c.nW ma nafordemo
F: a 4'
s
w
i
?a Q n~ y
Y
Power-One Renewable Energy Worldwide Sales Offices E § ~ c r , 11
Country Name/Region Telephone Email
Australia Asia Pacific +612 9735 3111 sales.australia@power-one.com iti
China Asia Pacific +86 755 2988 5888 ext.5588 sales.china@power-one.com
Singapore Asia Pacific +65 6896 3363 sales.singapore@power-one.com F? +
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 +441903 823 323 sales.UK@power-one.com
Dubai Middle East +97150 1004142 sales.dubai@power-one.com
Canada North America +1877261-1374 sales.canada@power-one.com
USA East North America +1877 261-1374 sales.usaeast@power-one.com
USA Central North America +1877261-1374 sales.usacentral@power-one.com
USA West North America +1877 261-1374 sales.usawest@power-one.com
man U N I RACJ
SolarMount-l"m Roof Mount Technical Datasheet
Pub 101109•ttd VIA November 2010
SolarMount-I Module Connection Hardware
Slider and Mid Clamp ..........................................................................................................1
Slider and End Clamp 2
SolarMount-I Series Accessory Mount 2
SolarMount-I Beam Connection Hardware
1- Flange Foot .....................................................................................................................3
2- Flange Foot 3
Beam Splice ........................................................................................................................A
SolarMount-I Beam
SolarMount-I Beams ............................................................................................................5
SolarMount-I Engineering Reports
SolarMount-I 1.0 Beams ......................................................................................................6
SolarMount-I 2.5 Beams ......................................................................................................8
SolarMount-I 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
ti Ultimate Tensile: 38ksi, Yield: 35 ksi
Slider Weight: 0.026lbs (12g), Mid Clamp Weight: 0.050 Ibs (239)
• Allowable and design bads are valid when components are
assembled with SolarMount-I Beams according to authorized
UNIRAC documents
Sliders are compatible with SolarMounRl Beams
Assemble with one '/.-20 ASTM F593 bolt and one'/-20 ASTM
F594 serrated flange nut
\ Use antl-selze and tighten to 10 (tors of torque
Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual
raos
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
The (N) Ibs(N) FS Ibs(N) Q)
Sliding, X3 1194 (5311) 49D (2180) 2.44 741 (3296) 0.620
Tension, Y+ 1503 (6686) 677 (3011) 2.22 1024 (4555) 0.682
Ocn Transverse, Z± 2080(9252) 915(4070) 2.27 1383(6152) 0.665
Y
A
.x
Dimensions specified in inches unless noted
Technical Datasheets
p~UNIRAC
SolarMount-1 Module Connection Hardware
SolarMount-1 Slider with End Clamp
Pant No. 02001C through 02006C, 02009C, 02010C
f 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: 0.026 Ibs (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 SoiarMount-I 1.0 or 2.5 Beams according to
authorized UNIRAC documents
Sliders are compatible with SolarMount-1 Beams
Beam Assemble with one ''/.•20 ASTM F593 boll and one %.-20 ASTM
F594 serrated flange nut
Use ant-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 end of a beam
h.soo Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Loads Factor,
Ibs (N) Ibs (N) FS Ibs (N) m
Y Sliding, Xt 283 (1259) 104 (463) 2.72 157 (698) 0.555
A Tension, Y+ 332 (1477) 88(391) 3.77 133 (592) 0.401
*-X Transverse, Zt 1367 (8081) 533 (2371) 2.56 806 (3585) 0.590
oszs-
Dimensions specified in Inches unless noted
SolarMount-I Accessory Mount
Part No. 08010M
• Slider Material: One of the following mill finished extruded
aluminum alloys: 6005-T5,6105-T5, 6061-T6
Bolt Ultimate Tensile: 38 ksi, Yeld: 35 ksi
Accessory Slider Weight: 0.026 Ibs (12g)
• Allowable and design bads are valid when components are
assembled with SolarMounl-1 1.0 or 2.5 Beams according to
authorized UNIRAC documents
~f 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 9-20 set screws, two 9-20 heavy hex jam nuts, and
two X-20 F594 serrated flange nuts
Use and-seize and tighten to 5-10 ft-lbs of torque
„o Resistance factors and safety factors are determined according
calculations and UNIRAC testing
z
Maximum distance of Maximum weight of
y accessory center of gravity accessory
a from beam center Ibs (kg)
? X in (mm)
7(178) 32 (14.5)
Dmensions specified in inches unless noted
1111810UN I RAC
SolarMount-I Beam Connection Hardware
SolarMount-1 1- Flange Foot
Part No. 04011
• f-Flange Foot Material: One of the following mill finished extruded
aluminum alloys: 6005-T5, 6105-TS, 6061-T6
Ultimate Tensile: 38 ksi, Yield: 35 ksl
• 1-Flange Foot Weight: 0.101 Iba (46 g)
• Allowable and design loads are valid when components are assembled
with SolarMount-11.0 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
PI-Flange oot Design and allowable bads are for the beam to fool connection
Be sure to check load limits for roof attachments and standoffs
1
I Allowable Safety Design Load Resistance
? % Applied Load Average
Direction Ultimate Load Factor, Ibs (N) Factor,
T Ibs (N) Ibs (N) FS m
I~ ao lr,onovrn
L • sa Tension, Y+
SolarMount-1 1.0 Beam 1386 (5952) 591 (2629) 2.28 894 (3977) 0.668
SolarMount-I 2.5 Beam 1514 (6735) 646 (2882) 2.34 980 (4359) 0.647
:w - Compression,Y-
Dimensions specified in inches SOIarMount4 1.0 Beam 2931 (13038) 1288 (5729) 2.28 1946 (8666) 0.664
unless noted SolarMounl-I 2.5 Beam 2750 (12233) 1223 (6440) 2.25 1849 (8225) 0.672
Transvem, X-, downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.745
Transverse, X+, uphill 42(187) 20(89)1 2.15 30 (133) 0.705
Sliding, Zt (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 The (47 g)
• Allowable and design loads are valid when components are assembled
with SolarMount-I 1.0 or 2.5 Beams according to authorized UNIRAC
documents
• 2-Flange Feet are compatible with SolarMount-1 Beams
Resistance factors and safety factors are determined according to part 1
Mjr2-17/snge
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 Average Allowable Safety Design Load Resistance
Applied Load Ultimate Load Factor, Ibs (N) Factor,
A Direction Ibs (N) Iba (N) FS dt
?X
nee aa.oluioh- Tension, Y+
h SolarMount-1 1.0 Beam 1931 (8950) 864 (3843) 2.23 1307 (5814) 0.667
' v+ SolarMount-I 2.5 Beam 2478 (11023) 1111 (4942) 2.23 1681 (7477) 0.678
e. Lt t I_~J Compression. Y-
SolarMoant-11.0 Beam 378a(16850) 1706 (7589) 2.22 2581 (11481) 0.681
+ 1H1 -
SolarMmnt4 2.5 Beam 3694 (16432) 1582 (6948) 2.36 2363 (10511) 0.640
Dimensions specified in inches unless noted Transverse, X-, downhill 635 (2825) 313 (1392) 2.03 473 (2104) 0.745
Transverse, X+, uphill 42(1871 20(89)1 2.15 30(133) 0.705
Sliding, 7t (sea Beam Splice)
Technical Datasheets now
SolarMount-I Beam Connection Hardware
SolarMount-I Beam Splice
Part No. 03020M, 03021M
• Beam Splice Material: Aluminum 5052-H32
Beam i i Ultimate Tensile: 31 ksi, Yield: 23 ksi
• Beam Splice Weight: 0.053 Ibs (24 g)
Boff- 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) The (N) FS Ibs (N) m
2-Flange Foot
Sliding, t 1428 (6352) 620 (2758) 2.30 938 (4172) 0.657
~ r
ao ~n
T 0]l0
1
PAi OJry
1.
y r SSA
1 aas r ~
?X m
Dimensions specified in Inches unless noted
U N I RACJ
SolarMount-I Beam
MATERIAL: One of the following extruded aluminum alloys: 6005-T5,6105-TS, or 6061-T6, Mill Finish
Beam Height (in)
Properties Units
1.094 2.600
Approximate Weight (per linear h) plf 0.356 0.548
Total Cross Sectional Area in' 0.3037 0.4665
Section Modulus (X-Axis) in' 0.1101 0.3687
Section Modulus (Y-Axis) in3 0.0390 0.0422
Moment of Inertia (X-Axis) in4 0.0602 0.4609
Moment of Inertia (Y-Axis) in` 0.0195 0.0211
Radius of Gyration (X-Axis) in 0.4453 0.9940
Radius of Gyration (Y Axis) in 0.2536 0.2127
1.406 2.500
1.094
0.597 0.547
r _L_.
LOW 1.000 -
SolarMount-1 1.0 Beam Height = 1.094" SolarMount-1 2.5 Beam Height = 2.500"
Part No. 10144M Y Part No. 11`192M Y
One 00.281 hole is 1.188" A Two 00.281 holes are 1.188" A
from each end of the beam X from each end of the beam ? X
Dimensions specified in inches unless noted
Technical Datasheets WUNIRAC
® UNIRAC SolarMount-I 1.0 Engineering Report, Page 1 of 2
90 mph Wind Chart Max Span (inches) uplift
Ground Snow Point Loads ounds : U Down/ Side 1 module
Module Size 0 20 30 40
52" x 35" 56 52 48 44
229/252154 2111305/96 19713271123 1771384/140
65" x 40" 49 44 41 37
2501288158 222/321/ 101 20713451129 1861384! 148
77" x 51" 40 35 33 30 if, ro;
238/273155 2121307! 98 19& 3291123 178/ 36fJ 141 1 module Side
l/ module
110 mph Wind Chart
Ground Snow Know Your limits)
Module Size 0 20 30 40 Check attachment
52" x 35" 49 48 45 42 load limits.
306/ 323/ 47 2851334/ B8 277/ 356/ 113 26113771136
6V' x 40" 41 40 38 36
321/ 340/ 49 3111352192 292/ 3751119 275! 397/ 143
77" x 51" 33 32 30 29
306/ 325147 297/336188 276/ 358/ 113 263/ 3791136
120 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 45 45 42 40
33713501 43 3341353183 315/ 3741107 299/ 394/ 130
65" x 40" 38 38 36 34
355/369/45 3521372187 332/ 394/ 113 3151415/ 137
77" x 51" 31 30 29 27
339/ 352/43 3361355183 317/ 37& 108 301! 38fi1130
150 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 37 37 37 35
4321427/ 35 4321427168 432! 432/ 93 41514491114
65" x 40" 31 31 31 30
45& 450137 4551450171 455/455198 436! 4731 120
77" x 51" 25 25 25 24
434/ 429135 434/ 429168 434/434193 4181452J 114
Installation of products related to this engineering 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 s 45, or a hip roof s 27'
• The roof has a minimum slime of 12-
• Installation must have at least 4 modules grouped together (minimum 50 et)
• Surroundvg ground area must not slope more then 10 degrees
• Location must fall into Wind Exposure Category 8 or C
• Building height must be less than or equal to 30 feet
• For roof cores 2 and 3 use 1!2 Max Span
• Max cantilever - 113 Max Span
• Ground snow bads are adjusted for roof slope and temperature based on ASCE 7-05
• Long edge of module must be perpendicular to the beam
• The Installer must comply with the responsibilities and In;mxAbns described in the metal 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 bads less than 20 pal but not zero, the roof angle in degrees
mired be greatw than the hors mtal distance from earm to ridge! 50
• System dead load. Including modules and mounting hardware, must be between 2 and 3.5 W.
• Importance factors are equal to 1.0 in all cases.
• Unbalanced and drift snow bads have not been considered.
• Instalatbns must be in seismic site class A. 8, C, or D
• Spectral response acceleration, Ss, is 9 1.5 (and 9 0.35 9 snow loads are i 30 pelt.
:e11UNI 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 045 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) U 110 120 15
Max Design Wind Load, Pnel; Uplift (psf) 19.2 -28.7 -34.2 -53.3
Max Design Wind Load, Pnel; Downforce (psi) 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) 653,54 336,28 245,20 193,16
Distributed Loads for 65" x 40" module, pounds/ Inch
(smaller modules -20%, larger modules +18%)
Ground Snow Load (psf)
Wind Load (mph) 0 20 3 40
90 4.06 4.06 4.06 4.06 upim J- to module
Uplift 4.65 5.87 6.75 8.37 Downforce, l to module
module 0.95 1.84 2.53 3.22 Side, N module
110 6.21 6.21 6.21 6.21 upltit l to module
6.57 7.02 7.98 8.94 Downforce,1 to module
0.95 1.84 2.53 3.22 Side, n module
120 7.44 7.44 7.44 7.44 UPIM J- to module
t 7.71 7.88 8.83 9.79 Downforce.l to module
pownforce
module Side 0.95 1.84 2.53 3.22 Side, 11 module
1
module 150 11.77 11.77 11.77 11.77 IUPIHL-Lto module
11.63 11.63 11.77 12.73 Downfome.l to module
1 : perpendicular/ normal 0.95 1.84 2.53 3.22 Side, 11 module
11 : 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.
Technical Datasheets
:E~ U NJ RAC
® UNIRAC SolarMount-12.5 Engineering Report, Page 1 of 2
90 mph 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" 76 67 57 51
310/ 3561 73 271/ 3921123 231/ 3851144 20514231 163
65" x 40" 63 56 51 45
E3191365175 2841410/129 259/ 430/ 161 229/ 473/ 182
77" x 51" 5o 44 41 37 Downforce
300/344170 28713861121 2A914141155 224!4811177 1 module Side
module
110 mph Wind Chart
Ground Snow Know your IimitSl
Module Size 0 20 30 40 Check attachment
52" x 35" 64 62 57 51 load limits.
399/423161 386143711`15 3541455/ 144 314/ 4521163
65" x 40" 53 51 48 45
E34101434163 3971449/118 372/ 479/ 152 351/ 5051182
77" x 51" 42 41 38 36
861 409159 373142?/ 111 35014501143 331/477/ 172
120 mph Wlnd Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 59 59 55 51
442/458156 43714631108 413149W 140 37&4951163
65" x 40" 49 48 46 43
4541470/58 449147S 111 42415031144 4031530/ 174
77" x 51" 39 38 36 34
427/443155 4231447/105 39V 474/ 136 379/ 4991164
150 mph Wind Chart
Ground Snow
Module Size 0 20 30 40
52" x 35" 48 48 48 46
7547/ 559146 568/ 559/ 89 5661 5661122 5441 588/ 149
65"x40" 40 40 39 36
5741 47 581/ 574191 581/ 5811125 55916D41 153
77" x 51" 31 31 31 30
540144 547/540/88 5471547/ 118 5261569/ 144
Installation of products related to mite enboom ing report is subject to the requirements below:
• Flush roof installations only; modules must be < 10" from roof surface
• The building has Other a flat roof, a gable roof s 45', or a hip roof 6 27'
• The roof has a minimum slope of 1.2-
• Installation must have at bast 4 modules grouped together (minimum 50 ft2)
• Surrounding ground area must not slope more than 10 degrees
• Location must fall into Wind Exposure Category B or C
• Building height must be bas than or equal to 30 feet
• For roof zones 2 and 3 use 112 Max Span
• Max cantilever = 1/3 Max Span
• Ground snow bads are adjusted for roof slope and temperature based on ASCE 7.05
• Long edge of module must be perpendicular to the beam
• The installer must comply with the responsibilities and instructions described in the Instal manual
• The installer must confirm that the method of attachment (components and hardware) and
structure can handle the given point bads
• In regions with ground snow bads less than 20 pal but not zoo, the roof angle in degrees
must be greater than the hon¢arnW distance from save to ridge / 50
• System dead bad. including modules and mounting hardware, must be between 2 and 3.51
• Importance factors ore equal to 1.0 In al cases.
• Unbalanced and drip snow bads have not been considered.
• Instaletbns must be In seismic site doss A B, C. or D
• Spectral response acceltelion. S, is 51.5 (and 1035 If snow loads are 2 30 par).
NUN I RAC
® UNIRAC SolarMount-l 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 1/2 span for zones 2 and 3)
Des n Wind Loads
Basic Wind Speed (mph) 90 110 130 150
Max Design Wind Load, Pnet; Uplift (psf) -19.2 -28.7 -34.2 -53.3
Max Design Wind Load, Pnet; I wnforce s 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 2.4 N 40
Max Sloped roof snow load (psf) 0.0 20.0 25.2 33.6
193, 16
Max Distance between splices (inches, feet) F653,54 336.28 245,20
Distributed Loads for 6T' x 40" module, pounds/ Inch
(smaller modules -200/6, larger modules +18%)
Ground Snow Load (psf)
Wind Load (mph) 0 20 30 40
~Q 4.06 4.06 4.06 4.06 Uplift 1 to module
Uplift 4.65 5.87 6.75 8.37 Dovmforce, l to module
module 0.95 1.84 2.53 3.22 Sift, H module
6.21 6.21 6.21 6.21 Uplill.1 to module
6.57 7.02 7.98 8.94 Downforce,1 to module
0.95 1.84 2.53 3.22 side, n module
120 7.44 7.44 7.44 7.44 Uplift,1 to module
7.71 7.88 8.83 9.79 Downforce, l to module
ifon,e 0.95 1.84 2.53 3.22 side, n module
L module Side
module 150 11.77 11.77 11.77 11.77 jupW1 to module
11.63 11.63 11.77 12.73 Downforce, l to module
1 : perpendicular/ normal 0.95 1.84 2.53 3.22 Side, n module
I/ : paretel
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.
A I 1
A lam.
ICE"
V
Ecofastett Sohn 877-859-3947 Commlar0 to the Support of &mwa* Energy f
i i
a$~~ I
2t
• 1
~ I 1 I
i ! I I i
' 00 Q ~
D I jm
! i ,Z
IT
I. f. I j
Iz
Lo 9
D . -o
f 'o
i
C)
c
d
m
GREENFASTEW PRODUCT GUIDE - GF-I
GFI-L812
1
V
8.000 .005 n3;
~a .aa .o
200 .12.5 10 0i
' 3.00 1 .125
i/L'- n.~ .12; ? .26 .0
fr w
_ m
ti, I
F
_ m
RNth Options
BUC= Matte Blrk
BM = Medico &wm
i !
MLL = M31 Finish j
ormrmom saw Aea.epnMtaune.uq~klc Al*a i- a aWrl --Sec42
I
GRgENFASTEW PRODUCT GUIDE - GF-1
8rodmt Options - fP Round
1
?r
/
0 .377 002 7HRU ALL .31 - -
.875±.010 X 820 \ -r
y ~
ii - -I- - 1 01.75
l p
J
N r
r" -
_ OEIO(a1n Si~NaaeMwAdmirnhFd~q thft round 03A111 SwA3
GREENFASTEW PRODUCT GUIDE - GF-I
- - - &o&Rt Options - CP-SQ
t
t
•37S .008
- 2.OOO .025 -
2.000 .025 -I
=mar ` a
ilk
M• m .377 .0101HRU
.875 - .010 X 87 NFAR SIDE
Compression Plan 2" X 2" MCI Aluminum
CEf"w SW,*Atuntr~P, adSq~.Na Miidu,as,eL Wunl Sw-44
GREENFASTEW PRODUCT GUIDE - GF-1
Bracket Op6ora - F/ 1 f
1
1
2.25 -
2.04
1 2X R .06 - 1.00-
1.00
:L---
Unless Otherwise Noted all R .02
~ 2.25
1.13
0.377 .002 THRU ALL
1~ p p a O .875±.010 X 82-. NEAR SIDE
.00
_ u~ i ~L : C a
2.00
~r. Q 1
o.
69
~ 1 0
' W
- i." Ofidw SY•A Maeei[hsentd,Mer~frA~Nqs dG1R(11 WAS
h
.r GREENFASTEW PRODUCT GUIDE - GF-I
M&et Options - L-101-3'
1
1
R.06
.25 .41
3.00 +
R.13 225
1.65
l: .31
R.19
1 .ny
,i
k : s 0 .377+.006 THRU ALL
t -002
0 .875±.010 X82', NEAR SIDE
F t ,
r '
~ 1.88 +
J5
- CFOO(awi Shc~AlabanllO~dYdll~jrvlLN~Ib 1aplEd lQ6/11
yr: ~ y r
Ecohsten Sokro 877.859-3947 Committed m the 4po,t of Re mw&k &wW
~I
i
I
II
r
I
it
f .94
!I w
\ I
1
Z
x
N
2X .So -+~i x
y 1 m
A I I [
_ f
8ri i I i
i - A
i0
1.13 0
2.25 c
f
i
$jC
i -Ip
m
j sly
~I WTI
GREENFAST_EW PRODUCT GUIDE - GF-I
Y3-
_ &-admt Options - [-102-6"
1
t
.41
6.00 + -
- j 15.25
3.65
.38 F 3.09
i t 1.49
3.00 - 2.00
I c i 0.377-.002 THRU ALL
' ? 0 .875{±.010) X 820, NEAR SIDE
1.00 s
_ m
06mnmdf l~Mw pnRaed,M.aay.~ee Nrt~la~ea OM#l . SwAA
y r GREENFASTEW PRODUCT GUIDE - GF-I
8wdw Options - Z-101
- J .63
A
.38
I - .41 -
1.25
- j r .19
r
f - 0 R, 3 0
2.75
4
\ ~ 1
}r a - --T
^ - 1.50 - - 0 .377+•~ THRU ALL
0 .875±.010 X 820, NEAR SIDE
t F _ ^ I
k.,- 1.50
5
.75
Pill
l , w a~ 1
• .75
OFcdi>~SON9N~w~PCUdsugrl/M.Nrylt~redOllbli See4.9
" "PI1 t ~~P~RO~UCT~C~IDE:
h 1 .9
Gi-eenFasten GF I Contents;
t;3;:4d`~r cSdUVieW;' ;het :l i
OT1StL'ti2
k a {a~ I >`~2~'dtlt5Y1#If13t4118
NP,
, ~ . = e , _ Bill'of F1atehals ~r5~ec: 3
Cutshcets, Sec.4
i ' Speciflcati6rrs-iSdc-5
~ t , ~~}i ti - La Boh Pull-OutValtlin-;,3ed 5
A
s ! a ( Le kitoSec 7
w
r.,
i
, i
' li' } ISL. y1'• -
`~IF. t t
c t5,..41,' la ,
Mot ~TMIIT
- K
GREENFASTEW PRODUCT GUIDE - GF-I
Exploded Product View
2
rS 3 r;
a• rr
"YY
E j
o _
•r -_y
m
ti
n
LL
w *Note Numbers correspond with B.O.M. Sec. 3-1
i
s•,
0 Eaf.!m k4l. Fl n.nrt pN.,-ire irti+rr mplrMtNVo OLIb/1! SeC.I•I
GREENFASTEW PRODUCT GUIDE - GF-I
Installation Instructions
V
¢ e
y 4
I
I
l
2 3 4
li
Insiructions
• Fordettled produd illtstraUon see pressous page. for rewired tools see next page.
1. Locate the rafters and snap hormontal and vertical fines to mark
the Walation position for each Greenfasten Flashing
2. Drill a pilot hole (I W diameter) for the lag bolt BarMill with sealarrt•
e 3. insert the flashing so the tap part is under the next row of
shingles and pushed far enough up slope to prevent water infiltration
though vertical joint in shin
4. Line up pilot hole with Greenfasten tole.
r, S. Irsertthe lag bolt though the t3?DM washer, the top compression
component (L-Bradot pictured) and the gasimted hole
in the flashing and into the rafts.
G Torque to 140 indrpounds
* 5 6
3 Comtdt an wow orpo to www.rtntn for ogiriarirlg darn.
*EcoFasten recommends Gaoce12300
I
O f~urm SduO Nxaiueeporesed uaderappyr.Nrytrormsed 0711NI1 See .2.1
GREENFASTEN° PRODUCT GUIDE - GF-I
Bill o('Moteriols
Materlols Needed forAssembly (see figure I, Sec 1-1) Reg iredTools
Item No Description of MateriallPart Quantity
I Lag Bolt S/ 16" By Others i
2 1-102 3" Bradet 0 (athw opbors available) I
3 5/I6"EPDM Bonded 182 SS Washer I j '
4 GF I I
Base Canpanerus Needed
# I #2
o•
r~
~o
04
030
0 EONF t SahO Nrawetprtuaedwdrmq,tk N,persead ONINII swxl -
Smar ynch.
dp smart 9M r+scege~a ~P+ny
CENTRONO
GARS SmartMeter
TKn•s AANhlel/yerrco,,,, ma
te~ o the than C13JTRpp1 e sauliwtl~ ma C ° h~ ^ dub BIa rs
wflt
wBhANSICt2l roscok for aft d asrp°~On IRSMfemk1;,;cws~•11, 0}es
~~n dolvers actionaNe ksMl(ye frnficol~nsrNssbn. (TMS) and eorf~
• ~ a o networks (such aM AT&T and ROg th-al 1099 Ond'lt& data) ova, se ,,re M6 k
sable nlwae nlwwks. n* makes Wk@bss) and In
In Beu of
tt rl a WOVk*>D a ItylOCanfly greater Return on R IS 9ukker, easier, ancunibersorne
d more /froa brae ParooffrweyslmenfIndecn cecksre hnolOgy aWuftons theCENf~RON 05(
n
~rawbfe to sup''sssdenanswkl°`t COnA°crrY makes R a
adoptable
°PPOrruniflax better than any oBemaflve• nrnu^Icotlms neck, as we, as
i Functions & Fe
"~etefs Hefwotks ature$
• GPRS Hardware Components
'i
Advanced Metering 0 Roclfo Canter Modus ~ (RCM
ng EuncftonGUY ' C°PocBa storage (CSB) J
' f es"S TWO-Way Darn Removal • GWGPRS A. rnBank
• hfeSa eck sdan (S. nZOM b Row, . infernal Antenna
i • Redldkn lad$ ( 15, 3D, 60 n't"ItesJ To Defector
t, • Automated R a Reads ' TOfnPer°kne Sensor Demand Reseegkter, Sefl-Read& N)u Retrieval
OPeTaffng Ranges
•Reat•TknoMeter Event aldAlarm RetAeva remper h.
f • Reoldyne Power C ~ POWSr Restoratlan ' GPeraH V WpgC. +85 1
•
Service Ola
• TO Detection iOMW Detecflon Tronsmkslon (GPRS): (-410°C, +851CJ
• Meter Cbr2 Synchronkoflon n*rty
• Sn'CNfMeterstatus Display • 021095%noncwyensing
• AWomofed Meter Regktaron Aeernocy
Sege OW Enc'Mfed Data TrOnsmksbns • Meek ANSI 12
• BFDMectbna Metering 20 rw occurocy Class 0.5%
• OvOMWAIr SmanMeterMockos Regulatory ; H Industry DPgrode nn"'Ofe ' FCC Pat 15 Class a SReCIRCOBons .s
SuPPorfed Meter forms • ANSI C37.90.1-1989: (sWq
• Class 20: 3S• sS ANSI C12.20 (Class 0.5) -1998 i'
• Class 100: IS • PTCRS CeMned +
&","SYWA Inc. ' Class 200:2S. 12S. 25S • Network Caster CerH#ed
44000SdCorYonRood •CIas320:25 •MeosuremenlConoWCeriiried
I Ps39211
t"888+U 962.178D
17$y
~ . w.ryng~yRV~M a.m
® Hardware Specifications Smart yCtchs
Han"e competent DesrliptSOn
Rollo Conttal Module Board (RCM) 32-bit ARM processor, 256K RAM, 512K flash
Capacitor Storage Burk (CSB) Supplies peak power far data transmissions and at functions during
power outages-no batteries required
GSM/GPRS Modem GSM modem communicates with head-end using GPRS and SMS Services
Internal Antenna Flexible dual frequency GSM antenna for he modem
nt Detector Detects unouthorlsed movement or removal of the device
Terrperoture Sensor Monitors all temperatures to ensure correct rodo operation
I' mperolun Ranges Supported Meter Forms
Operating: HOIC,+85'CI Class 20:35. IS
Trancrission (wkeless): HM. +MOCI pass 100:15
Class 200:25, 125.255
Humidly Range Class 3201,2S
a. 0% to 9S%nontvndendrig Reguloley, d, Industry CertMcabons
FCC Port 15 Class B
Accuracy ANSI C37.90.1-1989: Sorge Withstand Capability (SWC)
Meets ANSI i 2.20 for accuracy class 0.5% ANSI 01220 (Class as) -1998
PTCRB Cefiled
Measurement Cuada Certified
Network Carrier Certified
l~ Inpul/OulprdSignolorlnteAoce Defirvfion/Values
{ T ModWe Power Input Voltage 120 VAC
Meter Serial Interface 33V / TTL corrpafbte asynchronous
Integration
The Smastmaier module Is a fully Integrated under-the-cover option Inside the CENTRON meter. The CENTRON GPRS
SmorlMeter isstipped as one complete W. ready for AW deployment.
Version andCompafk*ty Intarmofion a
s
CENTRON Meter Hardwa s: Supported meter forms, classes. and types. equipped with battery
CENMON Meter Funware: TBD
SnxxiWcdLda: CENTRON GPRS SmarlMeter Module y
SmartSynch TMtS: Version 7.20 or higher
About SmartSynch: Headquartered in Jackson Mks.. SmodsWch has been developing succe ful Smart Gold tnrekence
solutions for theut@V industry woe 2000. The company's clearNech Imavorons In The tw~ deR+ery of real-time energy uage -
dolo over pubGcwieless networks (AUT. Rogers, etc), in feu of private network bufdouts have to dale shpBled Snx dMeter
deplom»ents far 100 major hbrih Amerfcon u1LSes, white enohfeg green•enegy Wilofives and delvekg 00r0c otiy higher Retuns
on Reswnaes.
urike poprlelm, dosed-=Me ture solul'ans, smodiyneh's SmMMelearepresent tutweixoot Investments in technology. The
slardardOxmd IP correc" enodad ;n every SmodMeter deployed Makes them adoptable and remotely upgrodade to support
today's sema and communealbns needs. as well as fornwroWs opporlwRies. better I= my oeennotive.
farssdgh1 OZW9 SnncanSyr+chtna_of dghhres ed.