HomeMy WebLinkAbout38753-Z Town of Southold Annex 6/2/2014
P.O.Box 1179
+ 54375 Main Road
► Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36948 Date: 6/2/2014
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 945 Gillette Dr, East Marion,
SCTM#: 473889 Sec/Block/Lot: 38.-3-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
3/26/2014 pursuant to which Building Permit No. 38753 dated 3/31/2014
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ROOF MOUNTED SOLAR PANELS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Hohn,Donald&Hohn, Susan
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38753 05-28-2014
PLUMBERS CERTIFICATION DATED
Authorized Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
1 *
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#: 38753 Date: 3/31/2014
Permission is hereby granted to:
Hohn, Donald & Hohn, Susan
945 Gillette Dr
East Marion, NY 11939
To: Roof-mounted solar panel installation as applied for.
At premises located at:
945 Gillette Dr, East Marion
SCTM # 473889
Sec/Block/Lot# 38.-3-2
Pursuant to application dated 3/26/2014 and approved by the Building Inspector.
To expire on 9/30/2015.
Fees:
SOLAR PANELS $50.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $100.00
............
Ouilding Inspec or
�1f J`f"tAo( 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 systern 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
1. Certificate of Occupancy -New dwelling $50.00,Additions to dwelling $50.00, Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. -1y
New Construction: Old or Pre-existing Building: (check one)
Location of Property: Cj q-5 ZIJTay+ /1/t_�� nricy-�_
House No. Street / Hamlet
Owner or Owners of Property: D /&)Od and F�J`O-✓i
Suffolk County Tax Map No 1000, Section 39- Block Lot 2
Subdivision Filed Map. Lot:
Permit No. 3�7S3 Date of Permit. Applicant: �,
Health Dept. Approval: Underwriters Approval: �/ ZShij S L=am
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applic it , ure
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax (631)765-9502
P.O.Box 1179 V42 roger.riche rt(aD-town.southoId.nV.us
Southold,NY 11971-0959 Q
C4UNTY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Donald Hohn
Address: 945 Gillette Dr City: East Marion St: NY Zip: 11939
Building Permit#: 38753 Section: 38 Block: 3 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Sunation Solar Systems License No: 33412-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer RecRpt Emergency Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 7290 W ROOF MOUNTED PHOTOVOLTAIC SYSTEM to include, 27-LG270 PV
panels, 1-Solaredge SE7600 inverter,A/C disconnect
Notes:
Inspector Signature: Date: May 28 2014
81-Cert Electrical Compliance Form.xls
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION I ST ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
0 t
DATE INSPECTOR��
Fisher Engineering Services, P.C.
PO Box 30 . Oakdale • New York 11769
Phone: (631) 563-9028
May 12, 2014 ! } -- ---.
, r
Building Department
U M AY 30 2014 V
Subject: Engineer Statement for Solar Roof Installation ini
Hohn Residence: 945 Gilette Drive
East Marion,New York 11939 Permit: 38753
I have verified the adequacy and structural integrity of the existing roof rafters for
mounting the solar collector panels and their installation satisfies the structural roof
framing design load requirements of the Residential Code of New York State.
I have reviewed and certify that the manufacturer's guidelines and equipment for the
photovoltaic equipment for the above residence meet the requirements for wind and snow
load and that the roof structure is adequate to carry the new loads imposed by the System.
For the installation of the solar mounting, the rails are securely anchored to the rafters
utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure
C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other
climate and geo design criteria are not applicable to this solar installation.
The solar collector system and the mounting assemblies comply with the applicable
sections of the Residential Code of New York State- "Solar Systems" and loading
requirements of roof-mounted collectors.
This system has been installed properly at the above referenced residence. The
installation is in accordance with the minimum requirements certified by this letter.
I hope that this letter serves and meets with the approval of the Building Department.
of New
Sincerely, y�P�`��,�P FisyyO�
W ac
William G. Fisher, P.E. i w
Licensed Professional Engineer a2
� 074659
Architectural Design•Residential•Light Commercial
Additions•Extensions•Conversions
Construction Estimates/Oversight•Expediting•Inspections
FIELD REPORT DATE COMMENTS
FOUNDATION(1ST) `
�
FOUNDATION(ZND)
ROUGH FRABIINCr
PLUMBING
INSULATION PEA N.Y.
STATE ENERGY COME
FINAL
ADDXbilAL ComftNTS
o
rn
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 Yes _
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 SurveyVcS _
SoutholdTown.NorthFork.net PERMIT NO. Check Y s _
Septic Form _
N.Y.S.D.E.C. _
Trustees _
Flood Permit _
Examined 20 Storm-Water Assessment Form
fContact:
Approved 1161S1 20 Mail to:SUNation Solar Systems,Inc_
Disapproved a/c 1217 Montuak Hwy.,Oakdale,NY 11769
Phone:631-750-9454
Expiration 20
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APPLICATION FOR BUILDING PERMIT
MAR 26 2014
Date March �4, ,2014
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to a Building hlspectorwitbl+{[!)
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.
n (Signature offaapplic or"dame,ifa corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
General Contractor C,04 MArki t SISA)&ik6n Jo I&r Jv.rle/h✓"
Name of owner of premises Donald Hohn,945 Gillette Drive, East Marion,NY 1193
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
Scott Maskin, President SUNation Solar Systems
(Name and title of corporate officer)
Builders License No. 44104-H
Plumbers License No. N/A
Electricians License No.33412-ME
Other Trade's License No.N/A
1. Location of land on which proposed work will be done:
945 Gillette Drive East Marion
House Number Street Hamlet
County Tax Map No. 1000 Section 3$ Block 03 Lot 02_
SubdivisionFiled Map No. Lot_ 54
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Residential
b. Intended use and occupancy Residential
3. Nature of work(check which applicable):New Building Addition Alteration ❑✓
Repair Removal Demolition Other Work Solar Panels flat on roof
(Description)
4. Estimated Cost$12,443 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_N0
13.Will lot be re-graded?YES NORV( Will excess fill be removed from premises?YES NO❑✓
14.Names of Owner of premises Donald Hohn Address 945 Gillette Drive,East Marphone No. 631-477-2728
Name of Architect William G.Fisher Address PO Box 30,Oakdale 1176fPhone No 631-786-4419
Name of Contractor sUNation solar systems,Inc Address 1217 Montauk Hwy,Oakdphone No. 631-7509454
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 MAYREQUIRED.
b.Is this property within 300 feet of a tidal wetland?* YES NO VT
* 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 NO77
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Scott Maskin, SUNation Solar being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Contractor
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn t9�before me this/�
o?1r y of �"l 4o 20/Y CHRISTINE CATMQART
NOTARY PUBLIC STATE OF NEW YORK
Notary Public Signatur fApplicant r
COMMI881MO�IR7/ZQ�/7
i
i
of SO{/l�D
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 c� Q ro end pert a tfl`wn.SOU 015.
nv.us
Southold,NX 11971-0959
BUILDING DEPARTMENT '
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Date: �
Company Name:
Name:
License No.:
Address:
Phone No.: 3 S U 5 ?
JOBSITE INFORMATION: (*Indicates required information)
*Name: Dbyl" i
*Address: 5 641-ta v�
*Cross Street:
*Phone No.:
Permit No.:
Tax Map District: 1000 Section: Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YES/ NO Rough In Final
*Do-you need a Temp Certificate: YES! NO i
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
82=Request for Inspection Form 01IN
�.
www.sunationsolarsystems.com
SUNATION
SOLAR SYSTEMS
Powering your world D
May 30, 2014
! JUN 2 2014
TF, ;n
Hello Building Department,
I believe we included the CO application fee in our initial check
for the solar permit. If this is inaccurate please let me know.
Thank you,
Gina
1217 Montauk Highway • . 631.750.9455 info@sunationsolarsystems.com
f.
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SUNATiON a
a
SOLAR SYSTEMS
Powering your world
March 25, 2014
Pedirlinn nar%nrtmcnt
Town Hall Annex Building
54375 Route 25
P.O. Box 1179
Southold, NY 11971
Re: 945 Gillette Drive, Fact Marion, NY 11434
Dear Sirs:
Enclosed please find a building permit for the installation of a Solar System on the above rPfPrPnrPri
location. If all is in order please return receipt in self- addressed stamped envelope
Thank you for your consideration in advance.
Very truly yours,
6��
Christine Cathcart
Oakdale,12 17 MontaUl( Highway - 0 •
S C.D.H.S. REFERENCE NUMBER R10-01-0129 SURVEY OF LOT 56
Rp.
N 'MAP OF MARION MANOR'
OF � FILE N0. 2038 MARCH 18,1958
M P A T EAST MARION
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NY
1000-38-03-02
R= 25.00' CL.EL. SCALE: 1'= 30'
L= 39.27'
�� PIER 26.4' JAN. 21, 2008
gyp'( P0130G JANUARY 29, 2008 (REVISION)
MARCH i,N + L 9,1 2008 (REVISIOVN�RAGE)
/
LLG49 x,26' N APRIL
11, 2010 (FOUNDATION)
APRcar O 13 Nom• �� nNA
�� MAY/27, 20111(REWSED SEPTIC LOC.)
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CER 77FIED TO: 3 0 Z 00 yo i
DONALD HOHN `" Oo. •YI
SUSAN HOHN 0
I am familiar with the STANDARDS FOR APPROVAL
AND CONS7RUC77ON OF SUBSURFACE SEWAGE S
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCESP
CL.EL. vO," LAG
and will abide by the conditions set forth therein and on the 24.8' pl1B
penrit to construct. LUNG/
The location of wells and cesspools shown hereon are
from field observations and or from data obtained from others. , ...
ANY AL7ERA770N OR ADDITION TO THIS SURVEY IS A VIOLATION N
0. 49618
OF SEC770W 7209 OF THE NEW YORK STATE EDUCATION LAW. G p ' LlC N
EXCEPT AS PER SECTION 7209-SUBDIVISION/ 2. ALL CER70CA7101VS W z
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF r ECONIC S MORS, P.C.
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR rr (631) 765-5020 FAX (631) 765-1797
WHOSE SIGNATURE APPEARS HEREON. P.O. BOX 909
1230 TRAVELER STREET 0
ELEVAnavS ARE BASED ON AN ASSUMED DATUM. c� AREA = 13,277 SQ. FT. 1230
SOUTHOLD, N.Y. 11971
New York State Insurance Fund
Workers'Compensation&Disability Benefits Specialists Since 1914
199 CHURCH STREET,NEW YORK,N.Y.10007-1100
Phone:(888)997-3863
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
AAAAAA 753118816
SUNATION ROOFING SERVICES INC
1217 MONTAUK HIGHWAY
OAKDALE NY 11769
POLICYHOLDER CERTIFICATE HOLDER
SUNATION SOLAR SYSTEMS INC TOWN OF SOUTHOLD
1217 MONTAUK HIGHWAY 54375 ROUTE 25
OAKDALE NY 11769 SOUTHOLD NY 11971
POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE
Z 2160 670-2 836279 01/01/2012 TO 01/01/2015 3/24/2014
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO.2160670-2 UNTIL 01/01/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER
FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 01/01/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE,
10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE.
NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW
YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVERAGE AFFORDED BY THE POLICY.
NEW YORK STATE INSURANCE FUND
DIRECTOR,INSURANCE FUND UNDERWRITING
This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790
VALIDATION NUMBER:444464463
U-26.3
STATE OF NEW YORK
WORKER'S COMPENSATION BOARD
CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW
PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier
la.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured
SUNATION SOLAR SYSTEMS INC 631-737-9404
tc.NYS Unemployment Insurance Employer Registration
Number of Insured
1217 MONTAUK HIGHWAY
OAKDALE, NY 11769 1d.Federal Employer Identification Number of Insured
or Social Security Number
753118816
2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier
(Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance
Town of Southold Company of America
3b.Policy Number of Entity listed in box"1a":
54375 Route 25 DBL243442
Southold, NY 11971 3c.Policy effective period:
11/28/2013 to 11/27/2014
4.Policy covers:
a. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law
I
b.FJ Only the following class or classes of the employer's employees:
Under penalty of perjury,I certify that 1 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 3/24/2014 By (WaG 'tiVl�
(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number 516-829-8100 Title Chief Executive Officer
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 carrier,this certificate Is COMPLETE.Mail It directly to the certificate holder.
If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law.
It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207.
PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b"of Part 1 has been checked)
State of New York
Worker's Compensation Board
According to information maintained by the NYS Worker's Compensation Board,the above-named employer has compiled with the NYS
Disability Benefits Law with respect to all of his/her employees.
Date Signed By
(Signature of NYS Worker's Compensation Board Employee)
Telephone Number Title _
i
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.
D13-120.1 (5-06)
gnD
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cov— wr H ALL CODES OF
r1l.Y B IJI L ID 1,N,CS, EN T AT .�-L- I ;
T IV! i FOR THE �-'-,: & TOWN CODES
W YORK K STA�
"-,-180 4
- 2 8 Al'.4 TO, IPM,
(DI-LO?VING A, REQUIRED
-1. FOUNDATION - TWO REQUIRED
FOR POURED COj",'CR'!Z-TE flD
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST �E:S
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL LL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
ELECTHiCAIL
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
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/u
y
u ... 4444 �.4444 .'.P"L•�,,,
0 Mechanical Properties Electrical Properties(STC*)
--— --—----
Cells 6 x 10
L6270S1C-A3
Cell vendor LG Maximum power at STC(Pmpp) 270
___
Cell type Monocrystalline MPP voltage(Vmpp) 31.5
Cell dimensions 156 x 156 mm/6 x 6 in -
MPP current(ImPP) 8.58
#of busbar 3 -. _
_ Open circuit voltage(Voc) 38.5
Dimensions(L x W x H) 1640 x 1000 x 35 mm
Short circuit current(Isc) 9.17
64.57 x 39.37 x 1.38 in _
- _.
Static snow load5400 Pa 113 f Module efficiency(96) 16.5
Static .- 1 ps _ _
,Operating temperature(°C} 40 -Static winP
d load 2400 a/50 psf - -. __. _
_ __. 4444_.. p _.
Maximum system voltage(V) 1000(IEC),600(UL)
Weight 1b 8±0.5 kg/36.96±1.1 Ib )._..
4444.. _ 4444....._.. 4r I --_ Maximum series fuse rating(A) . 15
Connector type M1.C4 connector IP 67 - - - -- -
4444_ Power tolerance(%) 0-3
�3
Junction box IP 67 with 3 bypass diodes
Len th of cables (Si--IEs: Doti-�n)t an e 100C vnm. moouF t,,,,e AM 13
9_,- 2 x 1000 mm/2 x 39 37 in 'The nameplate power o
. ---- ---- --_ utpuf is measured and determined by LG Elecrron cs—M sae and absolute discretion.
Glass High transmission tempered glass
Frame Anodized aluminum
Certifications and Warranty Electrical Properties(NOCT-)
------- --- — --- LG27051C-A3
Certifications IEC 61215 IEC 61730-1/-2,IEC 61701, Maximum power(Pmpp) 198
DLG-Fokus Test"Ammonia Resistance", MPP voltage(Vmpp) 29.0
UL 1703 ISO 9001 MPP current(ImPP) 6.84
Product warranty. 10 years
an
Open circuit voltage(Voc) 35.7
Output warrty ofPmax _ 4444 4444 _
(measuremont Tolerance t 3%) Linear warranty' Short circuit current(Isc) 739
1)1st year:97%,2)After 2nd year:0.7%annual degradation,3)80.2%for 25 years Efficiency reduction <4.5`Yo
(from 1000 W/m'to 200 W/mz)
110 Temperature Coefficients 'NOCT iNominal Operating Cell Temperature)-Irrad;ance 800 W/m',ambient temperature 20'C,
_-4444 w,nd sceed i m/s
NOCT 45.0±2°C
4444__ 4444..
ro/O.b f0/a.M
PmPp. -0.43%/°C 00 Dimensions (mm/in)
__....._ .. _ _.. 4444.
Voc -0.31
.
Isc 0.04%/'C i c
Characteristic Curves
S.5-0 tx
ar m..1
,000a9.3r zen m zzrosr
Q 10 or•`1—(4.)t1wy -11—or rr se t
1000 W ung We Ermme Short side frame
m9 1.o•,s 1r.i..1 960137ep
peen nww(1ea, ignaru Uer.een
U e scow „a.•a sl ,eros,
7 18 189 o
ml
6 72.W
4 _.__.,.5 9 twt1yl21e) /—_Ml”
4 3
2 I s}.sr—o.2y2
1 3O 5 10 15 20 25 30 35 40 9M
Voltage(V)
Y F msroos
It
140 P 0-4 x
120
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.\ 911,3,8 J 0G031
60
40
n
O d
20 -- „ 1:2
N
0
35nJe
-40 -25 O 25 5o 75 go Temperature('C) 'The distance between the center of the mounting/grounding holes
ur
North America Solar Business Team Product spec;hcarions are subtec,to change-thou-nonce
LG Electronics US A.Inc 'LG L'=_'s Good"is a registrated trademark of LC Co,p a
1000 Sylvan Ave,Englewood Cliffs, .Ail ether trademarks are the procerty of•heir respect,ve 0,_e sLG . Y� .
NJ 07632 DS-A3-60-C-US-F-EN-30527
Life'
GooContact Igsdar@Ige.com Copyright 0 2013 LG Electronics All rights reserved j
www.lgsolarusa.com 05/01/2013
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The only inverters specially designed for distributed DC architecture
Superior efficiency (97.5%)
Small, lightweight and easy to install on provided bracket --•��
Built-in module-level monitoring A...,"
Communication to internet via Ethernet or Wireless
Outdoor and indoor Installation
Integral AC/DC Switch
architects of energyrM
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iklil b�`,5'..�.3Fidh....'_>_ .......,: ,Y,1..Y�«'aK�S-e? .t-., .;t •Y, � � .�. `s? w�,'�... ,...4 . ..6r'.a' 'r Y_.a.,.;.,.���
All our inverters are part of SolarEdge's innovative system - over 97% efficiency and best-in-class reliability. Our fixed-
designed to provide superior performance at a competitive voltage technology ensures the inverter is always working at its
price. The Solar�dge inverter combines a sophisticated, optimal input voltage, regardless of the number of modules or
digital control technology and a one stage,ultra-efficient power environmental conditions.
conversion architecture to achieve superior performance
TECHNICAL DATA
j SUCC0A-US ! SE380OA-US SE50C0A-US SE6000A-US SE70C0A-US
5200@208V i 5200@208V
Rated AC Power Output 3000 3800 5000 6000@240V 6000@240V W
I
I ; 6000@277V 7000@277V
5200@208V 5200@208V I
Max.AC Power Output 3000 I 3800 I 5000 6000@2401 600092401 W
I 60000277V 7000@277V
AC Output Voltage Min.-Nom.-Max. 183-208.229/211.240-264 183.208-229/211.240.264 /244 277.294 Vac
AC Frequency Min.-Nom.-Max. 59.3-60-60.5(HI version 57-60.60.5) Hz
Max.Continuous Output Current 0208V 14.5 18.5 24 25 25 A
i Max.Continuous Output Current @240V 12.516 j 21 j 25 25 A
Max.Continuous Output Current @277V , 18.5 22 25 A
GFDt i 1 A
1 Utility Monitoring.Islanding Protection,Country Configurable Thresholds Yes
Recommended Max.OC Power (STC) 3750 4750 6250 7500 8750 { W
Transformer-less,Ungrounded Yes j
Max.Input Voltage 500 Vdc
I Nom.DC Input Voltage 325 @ 208V/350 @ 240V/400 @ 277V j Vdc
Max.Input Current 10 i 12.5 I 16 118 18.5 r Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 6C0kQ Sensitivity
Maximum Inverter Efficiency 97.8 97.7 98.3 j 98.3 ; 98.3 %
97 @ 2081/ 97.5@ 208V. 240V 97 @ 208V/97.5@ 240V/
CEC Weighted EfficiencyI 87.5 97.5@ 240V /98 @ 277V 98 @ 277V
Nighttime Power Consumption <2.5 W
-inrl�w..a.: d7 ,4u ,,.oay.,a..�.::`':s a"c "i'i"57:iwt ''t'�1"w`• .,:. ..+^. T. ` .?tri4„ '° z. x ys
Supported Communication Interfaces RS485,RS232,Ethernet.Zgbee(optional)
7a�+r...-.e�nw� .-,..rya:.'"'...•'a.r x_ r.a:,.,.t't'^ *7... <.. .�. .. .. •n... � .: _. aw .:•;.m",� uG�'�
Safety UL1741.IEC-62103(EN50178),IEC-62109 i
Grid Connection Standards Utility-Interactive,VDE 0126-1.1.AS-4777.RD-1663,OK 5940,IEEE1547
Emissions FCC part15 class B.IEC61000-&2,IEC61000-6-3.IEC61000.3.11,IEC61000-3-12
RcHS Yes
".Swww,�r .�traeT>um:.,.;-,.. ...,. .._r�:,v..""e.'�.:"F. �'t.'iw.,.."'�'si�.`�w :. �P.,.s•... ��' ��`M"�z`w"r"�"-x„at #''y['�y,9.' .' .'w �'P"" a -^ h^a., a
AC Output 3/4"Conduit
DC Input 3/4'Conduit
Dimensions(HxWxD) 21 x 12.5 x 7/
540x315x172 21 x 12.5 x 7.5/540 x 315 x 191 in mm
/
Dimensions with AC/DC Switch(HxSVxD) 30.5 x 12.5 x 7/ I 30.5 x 12.5 x 7.5/775 x 315 x 191 in/mm
775 x 315 x 172
Weight 44.7/20.2 47.7/21.7 Ib/kg
Weight with AC/DC Switch 51.2/23.2 54.7/24.7 _ Ib/kg
_Cooling Natural Convection
Noise ------------- <50
dBA
Min.-;blax.Operating Temperature Rarge -13/-25(CAN version-40/-40)to+140/+60 *F/ 'C
Protection Rating NEMA 3R
•H,gner n ,CC oox mar wnsm,'Rd:anaIve,ear,y AC oertortnwce. ,��A I
••TIThe'wo-a Part Numoem are-,wie;CAN PNs are enyb;e w!ne CrmnO FIT and m1aoFlTI: (\L� C E
ZC8.2sOV.min.operaTng!emo-sF:2CC.SE]COOA-Ir5.5E3BOC.ti1;5.5ES.ti`O.LUS.SE6000r.45.5E%CCO.w5.5E3CCsusr•I.3E38CCALSNI.SESr;CO+U Str1.SEbCCJ.t�,S+l.SE7CCCALSNI
277V,min.aperating!emo-sF:-2CC.SE5CCCA-US.SE80MA-US.SE7000A41S.SUCC'OAUSHI.SEd000A.US Hl.SVCCO""I
2",240V.:min.oceranng;emo 4CF'-ICC.SEXC414USCAN.SE3800A-USCAN,SESCCCA-US-CAFI.SEE000MISCAN
2771.m,n cceranng!eme 4CV4CC.SESCCC r1 CAV.SE9CCOAUSCA71.SE7CCOAAISCA.N
USA Germany Italy France Japan China IsraelTr*t+
solar�,t:�
www.solaredge.com arcnrtects of energy
5,a.E--qe Tecnrmrcgtes.irc.L,r;na eeer.en 3CLARECGE.'in&So,.vEd;e ago.ARCHITECTS CF V4ERGY and CPTtSnZED BY iXAREG3E ve:•x a^r+s Su rE2ge recnra eges.;rc.An inner•rndernarrs
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. - Datasheets ' :n U N I RAC
SolarMount Technical Datasheet
Pub 110818-ltd V1.0 August 2011
SolarMount Module Connection Hardware.................................................................. 1
BottomUp Module Clip.................................................................................................1
MidClamp ....................................................................................................................2
EndClamp....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams..........................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 302000C
Z" Washer Bottom Up Clip material: One of the following extruded aluminum
Bottom , ''t (h/dden..s a alloys:6005-T5, 6105-T5,6061-T6
Up CAP ,�J n Ultimate tensile: 38ksi,Yield:35 ksi
e Finish:Clear Anodized
• Bottom Up Clip weight: 0.031 lbs(14g)
Beam Bolt Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
• Assemble with one'/,"-20 ASTM F593 bolt,one'/."-20 ASTM F594
.� serrated flange nut, and one'/4"flat washer
f Use anti-seize and tighten to 10 ft-lbs of torque
• Resistance factors and safety factors are determined according to
�.� part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
• Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Load Average Allowable Safety Design Resistance
Direction Ultimate Load Factor, Load Factor,
_ lbs(N) lbs(N) FS lbs(N) Q>
Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662
Y
_ Transverse,X± 1128(5019) 1 329(1463) 3.43 497(2213) 0.441
►X ; Sliding,Z± 1 66(292) 27(119) 1 2.44 41 (181) 0.619
Dimensions specified in inches unless noted
a
SOLARMOUNT TechnicalDatasheets :: UNIRACtIT
SolarMount Mid Clamp
Part No.302101 C,302101 D,302103C,302104D,
30210513,30210613
` Mid clamp material: One of the following extruded aluminum
Mid ala a Nu Bolt alloys:6005-T5,6105-T5, 6061-T6
Clamp '` Ultimate tensile: 38ksi,Yield: 35 ksi
• Finish: Clear or Dark Anodized
Mid clamp weight:0.050 lbs(23g)
Allowable and design loads are valid when components are
assembled according to authorized UNIRAC documents
• Values represent the allowable and design load capacity of a single
mid clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble mid clamp with one Unirac'/4"-20 T-bolt and one Y4"-20
ASTM F594 serrated flange nut
Beam Use anti-seize and tighten to 10 ft-lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
Applied Load Average Allowable Safety Design Resistance
BETWEEN M°CNJlES
1 °MUSKTANU - - Direction Ultimate Load Factor, Load Factor,
--
lbs(N) lbs(N) FS lbs(N)
Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667
- = Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) , 0.665
Y
Sliding,X± 1194(5312) 490(2179) 1 2.44 741 (3295) 0.620
►X
Dimensions specified in inches unless noted
SolarMount End Clamp
Part No.302001C,302002C,302002D,302003C,
302003D,302004C,302004D,302005C,302005D,
302006C,302006D,302007D,302008C,302008D,
3020090,302009D,3020100,3020110,302012C End clamp material: One of the following extruded aluminum
alloys: 6005-T5, 6105-T5, 6061-T6
Olt 0 Ultimate tensile: 38ksi,Yield: 35 ksi
• Finish: Clear or Dark Anodized
• End clamp weight: varies based on height:—0.058 lbs (26g)
drf Clamp Allowable and design loads are valid when components are
Serrated assembled according to authorized UNIRAC documents
Flange Nut Values represent the allowable and design load capacity of a single
end clamp assembly when used with a SolarMount series beam to
retain a module in the direction indicated
• Assemble with one Unirac'/"-20 T bolt and one'/4"-20 ASTM F594
Bea serrated flange nut
• Use anti-seize and tighten to 10 ft-lbs of torque
• Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an IAS accredited laboratory
►x
Modules must be installed at least 1.5 in from either end of a beam
~
�I., Applied Load Average Allowable Safety Design Resistance"° " Direction Ultimate Load Factor, Loads Factor,
or'1 lbs(N) lbs(N) FS lbs(N)
VANES 0
Noma Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605
T"IMM
Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330
f
Dimensions specified=iii=iaclaesLLunlessaofed Sliding,X± 142(630) 52(231) 2.72 79(349) 0.555
h
• Datasheets an UNIRAC
S Iillil i,iN H)f'[DFlli:i: r
SolarMount Beam Connection Hardware
SolarMount L-Foot
Part No. 304000C, 304000D
• L-Foot material:One of the following extruded aluminum alloys:6005-
T5,6105-T5,6061-T6
• Ultimate tensile:38ksi,Yield: 35 ksi
• Finish: Clear or Dark Anodized
• L-Foot weight:varies based on height:—0.215 lbs(98g)
• Allowable and design loads are valid when components are
Bea assembled with SolarMount series beams according to authorized
Bolt UNIRAC documents
L-Foot For the beam to L-Foot connection:
•Assemble with one ASTM F593 W-16 hex head screw and one
enated ASTM F594'/8'serrated flange nut
Flange Nuf •Use anti-seize and tighten to 30 ft-lbs of torque
Resistance factors and safety factors are determined according to part
1 section 9 of the 2005 Aluminum Design Manual and third-party test
Y results from an IAS accredited laboratory
NOTE: Loads are given for the L-Foot to beam connection only; be
`X sure to check load limits for standoff, lag screw, or other
attachment method
Applied Load Average Safety Design Resistance
AS&orFOR Direction Ultimate Allowable Load Factor, Load Factor,
�• 0N` lbs(N) lbs(N) FS lbs(N)
Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646
Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575
Dimensions specified in inches unless noted Compression,Y-13258(14492) 1 1325(5893) 2.46 2004(8913) 0.615
Traverse,X± 1 486(2162) 1 213(949) 2.28 323(1436) 0.664
::. Technical . , , - - UN 11 1'1 R A 1 C
SolarMount Beams
Part No. 310132C, 310132C-13, 310168C, 310168C-B, 310168D
310208C, 310208C-B, 310240C, 310240C-B, 310240D,
410144M, 410168M, 410204M, 410240M
Properties Units SolarMount SolarMount HD
Beam Height in 2.5 3.0
Approximate Weight(per linear ft) plf 0.811 1.271
Total Cross Sectional Area int 0.676 1.059
Section Modulus(X-Axis) in3 0.353 0.898
Section Modulus(Y-Axis) in3 0.113 0.221
Moment of Inertia(X-Axis) in' 0.464 1.450
Moment of Inertia(Y-Axis) in4 0.044 0.267
Radius of Gyration(X-Axis) in 0.289 1.170
Radius of Gyration(Y-Axis) in 0.254 0.502
SLOT FOR T-BOLT OR 1,728
SLOT FOR T-BOLT OR
--1
4" HEX HEAD SCREW %"HEX HEAD SCREW
2X SLOT FOR SLOT FOR
BOTTOM CLIP 2.500 BOTTOM CLIP
T 3.000
1.316
SLOT FOR -T
3/8" HEX BOLT SLOT FOR 1.385
3/8" HDC BOLT
.387
.750
1.207
Y Y 1.875
A
►X ►X
SolarMount Beam SolarMount HD Beam
Dimensions specified in inches unless noted
40'-3" 7.290 W SYSTEM 51ZE y�!
LG MODEL MONOX,LG27051 C-A3,270 WATT EA.,
RIDGE c4.57"L x 39.37"W x 1.3511D, 17.65 FT2
3G.9G#/MODULE(2.1#/5F)
HOUSE: f
SOLAR MODULE ARRAY-
27 MODULES TOTAL
RAFTERS xw.XWXA
2"xG"@ 16"O.C.(TYP) XWXWX
UNIRAC SYSTEM Lo
(TYPICAL RAIL
ACROSS EACH ROW 27 MODULE ARRAY: G)
OF ENTIRE ARRAY) (I STRINGS OF 13 MODULES
(Only Two Shown for MSP(B) SUB(B)
Clarity) INV(B;CL05ET) ACD SUB(B) STRINGS OF 4 MODULES) _
UM Exterior PVC Conduit
(4 TO
M5 _ O
LU \
ROOF SOLAR O �' S
AREA DISCONNEO = W W
PHOTOVOLTAIC I Z
MODULE(TYP) INVERTER(1) z to O_
SE7000A-U5 0/
INV
PARTIAL 1101 ROOF PLAN F-
SCALE:3/IG"= P-01' FULL HOUSE ROOF PLAN Grounding `<
ROOF PITCH 9:12 Electrode LLJ
MAX.SPAN: 13-5" SCALE:NT5 ,*
LEGEND ,yylT�-j
❑ I Inverter Location AC DISCONNECT I
0 M5P Main Service Panel
® SP Sub-panel
O UM Utility Meter
® ACD A/C Disconnect
Q B Basement Location
FASTENER REQUIREMENTS:
TOTAL ARRAY AREA= 477 5F NOTES PP EXIST.POWER PANEL } U m
WIND LOAD:A5CE 7(SEE CALCULATIONS THIS SHEET)41.5 1`51' L
I. An 1 8"wide clearin (free of solar equipment) 3. Installation of solar equipment shall be
TOTAL UPLIFT=41.5 PSF x 477 SF= 19,781 LBS 9 eLi P MOUNTING BRACKETS AND HARDWARE MEET OR
shall be provided along at least one side of the flush-mounted, parallel to and no more than EXCEED NYS CODE REQUIREMENTS FOR THE Q W r�n
FASTENER: roof ridge on the same side as the solar G-inches above the surface of the roof. 184 DESIGN CRITERIA FOR THE TOWN. U -v
50LAPMOUNT LAG SCREW SPEC 203.2,8/04:(FLAT WASHERS REQ TO BE equipment or on another side of the ridge that 4. Weight of the installed system shall 0 � D o
USED WITH LAG BOLTS) does not have solar equipment on it. In addition, SIX THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF
LAG BOLT WITHDRAWAL VALUE; 5/I G"DIA., 266 LB/IN X 2-IN THREAD DEPTH= an 18"wide pathway(free of solar equipment) not exceed more than 5-psf for hWILL MEET OR EXCEED NY5 RESIDENTIAL CODE (J Q W z
photovoltaics and no more than M EXIST.METER z (�
532 LB. CAP. EACH shall be provided from at least one eave or gutter G-psf for residential solar hot water 2010 RCNY5 REQUIREMENTS. � 0
MIN. NUMBER OF LAG BOLTS REQ. = 19,751 L55/532 LBS/LAG BOLT= 38 connecting to that 18"roof ridge clearing. systems. PHOTOVOLTAIC MODULE
TOTAL RAIL FEET,= 120 RAIL FT/38 BOLTS = 3'-2" 2. Roof shall have no more than a single layer of midge SYSTEM ONE LINE DIAGRAM (TYP) COC U Z
MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS"X": USE 3'-2"MAX. roof covering in addition to the solar equipment. RaI SCALE: NTS L W
Rafter CL Q W 3 n
PZ -
THE PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE If DOCUMENT FOR MINIMUM O Q Z o
ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR
BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05*RCNY5 201 O. RAIL�) Roof Span RESIDENTIAL CODE OF THE STATE OF NEW YORK. TH15 REVIEW DOES NOT GUARANTEE COMPLIANCE �/ > W }
i MOUNTING FOOT W/ MOUNTING FEET POSITIONED I WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE u 0 0z-:p w
Wind Load Calculation: BUM RUBBER MEMBRANE STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS W n z
BETWEEN FOOT 6 OVER ROOF RAFTER MEMBERS F
ASCE 7-05: Partially Enclosed Building Design(Assume Worst Case) PER MFG'5 REQUIREMENTS ROOF SECTION(Typ) BEEN INTERPRETED AS AN ATTESTATION THAT.TO THE BEST OF THE LICENSEES BELIEF AND _ XO
Low Rise Buildmq; h<=GOft: Mean Heiqht; h=30ft ROOF SHINGLE OR NO CALK
FLASHING 3"STANDOFF SCALE: NTS INFORMATION THE WORK IN THE DOCUMENT I5: T N m
MOUNTING FEET PER RESIDENTIAL HOTOVOLTAIC MODULE RAIL IS DESIGNED AND WARRANTED BY THE MANUFACTURER FOR 'ACCURATE _ C
I. Direcbonahty Factor:Kd per Section 6.5.4.4, (Table 6-G): Kd=0.85 CODE OF NEW YORK STATE ROOF LOADS UP TO 50 LBS/SQ.FT.(APPROX. 125 MPH WIND)WHEN CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE
o
INSTALLED AS REQUIRED BYTHE MAUNUFACTUREP SUBMISSION
2. Importance Factor:per Section 6.5.5,(Table 6-I)Gata O II;I=I.0 CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW Date: 3-14-14
p p g h PENETRATIONS CHAPTER 9(f P) L X NOTE:THE MOUNTING FEET MUST BE ATTACHED TO THE BUILDING TO THE SAFEGUARDING OF LIFE,HEALTH.PROPERTY AND PUBLIC WELFARE
3. Velocity Pressure Coefficient: Kh per Section 6.5.6.4 d RAFTERS OR FRAMING(NOT JUST THE ROOF DECKING).USE 5/16" S mE RESPONSIBILITY OF THE ucENSEE
(Exposure Category C per G.5.G(Table G-3);Kh=0.98 )"�"O"=" OR 3/8"DIAMETER LAG BOLTS AND DRILL PILOT HOLE. FINAL Sale: 3/16"= I'-O"
4. Topographic Factor: Kzt per Section(I(Long Island); Kzt=I "X"(MAX FOOT SPAN) TIGHTENING SHALL BE BY HAND. ALL INSTALLATION PROCEDURES
\ STRUCTURAL STATEMENT
5. Gust Factor:G per 6.5.8.1,G=0.85 ' 14 SPAN BETWEEN Xp SHALL BE PER MANUFACTURER'S REQUIREMENTS. THE EXISTING STRUCTURE 15 ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY THE Job#14012
G. Exposure Classification: per Section G.5.9 = II 1OUNTIM�T=''18
7. Internal Pressure Coefficient:GCpi per Section G.5.1 1.1,Table G-5;GCpi=0.55 ® NOTE: PHOTOVOLTAIC DIME MODULE SYSTEM INCLUDING UPLIFT<SHEAR. THE Ex1EK SP RAFTER
�o. PHOTOVOLTAIC MODULE SECTION Modules and panels and any mountmg hardware provided shall withstand, SIZES S DIMENSIONS CONFORM TO RCNY5 TABLE 8802.5.1(I)-RAFTER SPANS Sheet No.
8. External Pressure Coefficient;GCpf per Section 6.5.I I.2.I,Figure 6-I O;
GCpf=0.80 10. Design Wind Load per TOTAL ROOF DEAD LOAD 1 O#/5NOTE: SCALE: NTS without evidence of structural or mechanical failure, 1.5 times the design CLIMATIC GEOGRAPHIC DESIGN CRITERIA-TABLE 830 I.2(I)
Section 6.5.1 2 (ROOF)+2.5#F-�F(MODULE) load when tested as specified below. The design load is to be 30 psf
9. Velocity Pressure: qh per Section G. I O: = 12.5#/SF TOTAL FASTENERS SHALL NEVER EXCEED 48"BETWEEN RAIL downward ositive or upward re ative. All lazin members shall I, of
qh=(0.0025G)(Kh)(Kzt)(Ka)(V^2)(1) p=gh(GCpf-GCpp RAIL INSTALLATION GUIDELINES FEET PER MANUFACTURER (p ) p ( g ) g g GROUND sns+Ie 5UBJECT TO DAMAGE BY WINTER e_c ROOD
such strep th to withstand these loads. The modules,panels and an DESIGN = 11-5
h-0.00256)(0.98)(I)(0.85)(1 20^2)(1) p=30.7(+0.80+0.55) PER MANUFACTURES MOUNTING BRACKET MATERIALS ARE g p y LOAD C EGCR WEA nERwG pE°n uae TERMITE TEMP
g -( REQUIREMENTS NON-COMBUSTIBLE IN ACORDANCE WITH KM230I.2.2 mountmg hardware shall be factory tested under these loads for a period of
qh=30.7 p AND CONSIST OF ALUMINUM L BRACKET5 30 minutes. (Downward it upward forces shall not be a lied simultaneous) 20 P5F 120 B sE ERE 3'-0' MOD To e=g NA wti
p=41.5 psf 1 Pp simultaneously).