HomeMy WebLinkAbout42131-Z Town of Southold 11/8/2018
P.O.Box 1179
53095 Main Rd
cas outhold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40032 Date: 11/8/2018
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 265 Orchard Ln, Southold
SCTM#: 473889 Sec/Block/Lot: 89.-2-5.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Pernut heretofore filed in this office dated
10/24/2017 pursuant to which Building Permit No. 42131 dated 11/13/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
roof mounted solar panels on existing one family as applied for.
The certificate is issued to Coritsidis,George&Debra
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42131 1/3/2018
PLUMBERS CERTIFICATION DATED
k
Authorized Signature
��F tZ TOWN OF SOUTHOLD
BUILDING DEPARTMENT
inTOWN 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#: 42131 Date: 11/13/2017
Permission is hereby granted to:
Coritsidis, George
1800 Cedar Beach Rd
Southold, NY 11971
To: install roof-mounted solar panels on existing single-family as applied for with flood
permit.
At premises located at:
265 Orchard Ln, Southold
SCTM # 473889
Sec/Block/Lot# 89.-2-5.1
Pursuant to application dated 10/24/2017 and approved by the Building Inspector.
To expire on 5/15/2019.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Flood Permit $100.00
Total: $300.00
ng Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. '
1113h -7
New Construction: y Old or Pre-existing Building: (check one)
Location of Property: go 0 �,c d ct r (y off' 1 C J \-S uLA h 01 a
House No. Street Hamlet
I,, 7 L
Owner or Owners of Property: h c bfa (�)✓I -► I CA I S
Suffolk County Tax Map No 1000, Section I Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ✓ (check one)
Fee Submitted: $ '�
Applicant Signature
SOUlyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1 179 G Q
Southold,NY 11971-0959 � roper.richert(ab-town.southold.ny.us
cDUN'f`I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. George Coritsidis
Address: 265 Orchard Lane city Southold st: New York zip: 11971
Building Permit#- 42131 Section: 89 Block. 2 Lot: 5.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Eastern Energy Systems License No. 52689-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches Twist Lock Exit Fixtures tj TVSS
Other Equipment: 7,245 KW Roof Mounted Photovoltaic System to Include: 23- LG315 Panels,
1- SE 7600 Inverter.
Notes:
Inspector Signature: Date: January 3, 2018
bl-
0-Cert Electrical Compliance Form.xls
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court-Smithtown,NY 11787-3011 - (631)543-2953 fax(631)543-1526
Cell.631-747-7497 E-mail:Ics4d*_aol.com
Tuesday, January 10, 2017 r
1 7P)
C�(-,-I DIVE
Town of Southold 1 D
Building Department
Town Hall Annex Building N O V - 8 2018
54375 Route 25
P. O. Box 1179 "?ULD Tr,DLr'':
Southold, New York 11971 TOWN OF SOUTHOLD
Re: Certification Letter-Twenty Three(23)315 W PV Roof Toa
Solar Panels.7.245 kW Total Output.for
Coritsidis Residence—1800 Cedar Beach Road
Southold, New York 11971
1 have reviewed the solar energy system installation in the subject topic on 10/15/2018. The
units have been installed in accordance with the manufacturer's installation instructions and
the construction drawings approved by the Building Department of the Town of Southold.
The solar panel installation is in compliance with the requirements of the 2015 International
Residential Code (IRC), the 2017 NYS Supplement to the Uniform Code, SEI/ASCE-07
"Minimum Design Loads for Buildings and Other Structures", NFP A Standard 70 "National
Electrical Code"and current industry standards and practice and based on documentation and
data supplied by E2Sys at the time of this report. Markings in accordance with Section 690.53
of the National Electrical Code are provided,
To my best belief and knowledge, the work in this document is accurate, conforms to the
governing codes and standards applicable at the time of submission and conforms with
reasonable standards of practice with the view to the safeguarding of life, health, property
and public welfare.
C, ° cry
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Sincerely,Luigi Claudio Sciandra, Professional Engineer.
pROssio�'
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST) y
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FOUNDATION (2ND)
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INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the to]lowing.het ore applying"
TOWN HALL Boardofllealth
SOUTHOLD,NV 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765_9502 Survey_ _ __
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form_____
N Y.S D.E.C. _
Trustees
1� Flood Permit------
Examined
ermit_ ___Examined 20 1 I Storm-Water Assessment Form—
Contact:
1 Contact: (�aS t/(� �i(\C� l,�//�m
Approved 1_ .20—D M tl to S 711Y1_`-
Disapprovedaic ;L
Disapproved
Phone
Expiration '0
DIECIE DIVE i c
dtor
DD
APPLICATION FOR BUILDING PERMIT
OCT 2 4 2017 Date
INSTRUCTIONS
q n MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with d
sc[ a'f t Ibt Ian to scale.Fee according to schedule.
TOWN osQ location of lot and of buildings on premises,relationship to adjoining premises or public street;or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Perot
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.N building shall be occupied or used in%%hole or in part for any purposc what so ever until the Building Inspector
issues a Cellcate of Occupancy
f Every building permit shall expire if the work authorized has not commenced within 12 months atter 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 pennit kii 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,Sul7olk 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 necessan inspections
�(S_qgn.tu,,,fapplican or name.if a corporati'onf
i Mailing address of applicant i
State whether applicant is owner.lessee,agent.architect.engineer.general contractor.electrician,plumber or huilder
Name of owner of premises b (k Ly ( c S
(As on the tax roll or latest deed)
If applicant is a corporation.signature of duly authorized ofi icer
(Name and title of corporate
/officcer)
Builders License No '( )C "I +4__
Plumbers License No _
Electricians License No (p
Other Trade's License No
1. Location2of land on w ich ronosc %vQr�k®"ill he done-
House Number Street 4 Q� I lamlet
Countx Tax Map No 1000 Section U1 Block Lot_
Subdivision Piled Map No___ Lot
ti
2. State existing use and occupancy of premises and intended use and occupanc} of proposed construction
a. Existing use and occupancy
b. Intended use and occupancy
3 Nature of work(check which applicable):New Building Addition Alteration_
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling.number of dwelling units Number of dwelling units on each floor _
If garage, number of cars
6. If business,commercial or mixed occupancy.specify nature and extent of each type of use.
7. Dimensions of existing structures,if an}:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions. Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9 Size of lot:Front Rear Depth
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation"YES_NO
13. Will lot be re-graded?YES NO
NO Will excess tiftbVrtter�jp" ,4-s?YES NO
14.Names of Owner of pret'rfi'Ss Ad ss 1�re �,o,nop. 31411
� 7�
Name of Architect W 1 L I OXCI VAL Addresmt'�_ U hon �' — a 3
Name of Contractor A M r.1�C/�� renPhone No.
►�-l�lrr�L
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 propem lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey
18.Are there am covenants and restrictions with respect to this property?* YES NO
* IF YES.PROVIDE A COPY.
STATE OF NEW YORK)
SS.
COUNTY OF Sa>rf' 6
° D J aV i (k i I'm i t�
3 0 < � !✓ being duly sworn.deposes and says that(s)he is the applicant
3. OZ - v (Name of individual signing contract)above named.
o n (S)He is the
M
i D 4, D (Contractor.Agent.Corporate Officer,etc.)
a
N = a m D of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application:
G2.a O D that all statement,contained in this application are true to the best of his knowledge and belief,and that the work will be
F n w Z Z performed in the manner set forth in the application filed therewith.
=r 0 a m
0 7 Sworn_to before me this
day of 20
am X
Notary Public Signature of Applicant
Scott A. Russell ;4 0 S'7[��0�KI��MA TIE]k
SUPERVISOR ) 1 < I�u1[A\1�A\�GrIEI�uI[lE1v�JC'
SOUTHOLD TOWN HALL-P.O.Box 1179Uo"
//I z
53095 Main Road-SOU'rHOLD,NEW YORK 11971 Town of Southold
T�C�
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
I TO BE ( (AIPLETED BY T IE APPLI( ANT 1
DOE,) PROJECT I.a\'OL\ L ANY OF '111E FOLU-)A'I1\'C
Ne.,
\o `11Lt h \LL 111\1 \PPI-t
❑��. Clearing, grubbing, grading or :tripping of land wbleb affects more
❑[[[' than 5,000 square feet of ground surface.
B. Excavation or filling im-ol\-Ing more than 200 cubic yards of material
00/ within any parcel or an\- contiguous area.
c. Site preparation on slopes which exceed 10 feet vertical rise to
0E/ 100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
09' erosion hazard area.
E. Site preparation within the one-hundred-year floodplain as depicted
0[3)/ on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious Surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
In-kind replacement of Imper\ nous surfaces.
If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name.
Signature, Contact Information. Date x County Tax Map Number! Chapter 23r, does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department withyour Building Permit Application.
APPLIC ANT P,,,p i r (n`n i L),-i,.i Pr,t a udl \_int.\,n
. 't
�S I M.
�,..
AME5 h�\ I . _
Contac!tn:wnrih-ni
Rc\le\\ed B,
Dale..
Propert\ Addre,/ Lok atinn r,f( t,tl.t ruct tt,n ',1'r irk. — — — — — — — — —
\ltin"\eel I —m—n—P—m—
— — —
El
S { 1 \ c, pl ce"111Bld :, Permit 11onm`,;a e:'�danagenrenl "mt. I Plan \w Rolull-td.
El '-t„imv,:ter \lana«etnct;t ( 1n:! �l PLin t,Peynue f.
I o",a fl -E ngme i II'_ Uel,arnnt:It 'nl'HL\IC\�
FORN1 ' S\1( P-']'()S \1�\ti 2014
�o.'pf SQ�jyDlo
Town Hall Annex 41 Telephone(631)765-1802
54375 Main Road ��66�5.995.5�22
P.O.sox 1179 ` roger.dchertdown sout S.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: e oSAC V
()
Name: '► Q l n n
License No.. q �)
Address: 4+i-�ttt i
Phone No.: 1-1 -4 0
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: D D l R S
*Cross Street:
*Phone No.: LP ` , k 'I 1 - -1 a& �I
Permit No.: 3
Tax-Map District: 1000 Section: Block: Lot: 5, I
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
solar puny 1 �ns�al l �
(Please Circle All That Apply)
*Is job ready for inspection: �N3
YES Rough in Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information(If needed)
*S8rVIw Size, 1 Phase 3Phase 100 150 200 300 350 400 Other
i
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for lnspection Form 4 (60
r
CONSENT l O INSPEC KION
the undersigned. do(cs) hereh\ ,tate
O\yner(s) Names)
That the undersigned (is) (are) the Q\yner(s�) of the premises in I Tc of
Southold. located at D C 4�, eL"U.h
which is shown and designated on the Suffolk Count,, Tax Map as District 1000.
Section _. Bloch �_, Lot
That the undersigned (has) (have) tiled. or cause to be filed. an application in the
Southold Town Building Inspector's Office for the followino:
solt�✓ �u,ne�I ��u 11
That the undersigned do(es) hereby �(,i,,e consent to the Building Inspectors ((t the
Town of Southold to enter upon the above described propert}. including any and all
buildings located thereon. to conduct such inspections as the\ may deem necessar. X%r(It
respect to the aforesaid application. including inspections to determine that said premrse<c
compl\ with all of the laws. ordinances. rules and regulations of the To\,\n of'Southold.
The undersigned. in consenting to such inspections. do(es) so «ith the kno\ti le&Ie
and understanding that an\ information obtained in the conduct of such inspection, maN
be used in subsequent prosecutions for iolations of the laws. ordinances. rubs or
regulations of the Town of Southold.
Dated:
� (Signature) I
C-82+ Ne�c
(Print Name)
(Signature)
(Print Name)
pG SOUjyolo
Town Hall Annex 4 Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1 179 • Q
Southold,NY 11971-0959
Q
lyc4UN1`I,�ct`1,
January 11, 2018
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Eastern Energy Systems
7470 Sound Ave
Mattituck NY 11952
Re: Coritsidis, 265 Orchard Lane, Southold
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE: Post installation certification letters required stating the panels were installed per NYS
Building Code
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Punning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 42131 - Solar Panels
LUIGI CLAUDIO SCIANDRA, P.E.
5 Wesleyan Court• Smithtown, NY 11787-3011 (631)543-2953 fax(631)543-1526
E-mail: Ics4d@aol.com
Monday, October 16, 2017 of Fp fz'
Element Energy Systems D
7470 Sound Avenue t.e
Mattituck, New York 11952 - N G - 9
Tel. 631-779,4004
Attn.: Mr. Mike Lawton
Engineer/Project Manager Tom OF OU-11-1C)LD
Re: Twenty Three(23)315 W PV Roof Toa
Solar Panels, 7.245 kW Total Output,for
Codtsidis Residence—1800 Cedar Beach Road
Southold, New York 11971
Dear Mr. Lawton:
Pursuant to your request, I have reviewed the following information regarding the subject roof
top solar panel array:
• Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying
specific site information including size and spacing of rafters for the existing roof.
• Design drawings of the proposed system to include site plan, roof plan, mounting
details for the solar panels.This information was prepared by E2Sys and will be utilized
for approval by the Town of Southold and for construction of the proposed system.
Based on the above documentation, I have evaluated the structural capacity of the existing
system to support the additional loads imposed by the solar panel arrays and offer the
following comments:
The existing roof type is provided with asphalt shingles, 15/32"plywood decking,2"x6"Douglas
Fir Rafters at 16" on center, 2"x6" Douglas Fir collar ties at 16" on center, 18° roof pitch for
array#1, 2"x10" Douglas Fir Rafters at 16" on center, 2"x6" Douglas Fir collar ties at 16" on
center, 18°roof pitch for array#2.
Our review of the exterior roof indicates no signs of settlement or misalignment caused by
overstressed underlying structural members.
Structural Analysis:
The structural analysis has been carried out using the following design criteria:
1
Design wind speed (3 sec. gust): 130 mph
Ground snow load: 20 lbs/sq. ft.
Solar Arrays#1, 2 dead load: 2.7 lbs/sq. ft.
Total Weight of Array 1: 382.04 lbs
Total Weight of Array 2: 711.70 lbs
The above values are within acceptable limits of recognized industry standards for similar
structures. The structural analysis, performed for the existing structure and for the solar panel
arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to
supports the additional panel weight without damage, if installed correctly.
The onsite inspection shows that the roof framing is in good conditions.
However, the dwelling owners are to be made aware that long term build up of heavy snow
conditions may produce deflections in the roof structure. If any deflection is noticed, than it is
recommended that the solar panels be cleared of accumulated snow more than one(1)foot
deep over a period of one week. If no deflections are visible under any snow loading over a
period of time, then there is no need to clear the solar panels.
Based on the above evaluation, it is the opinion of the undersigned professional engineer,that
with appropriate solar panel anchors being utilized,the roof system will adequately support the
additional loading imposed by the solar panel arrays.
This evaluation is in conformance with the 2015 International Residential Code,the 2016 New
York State Supplement to the Uniform Code, the 2015 Wood Frame Construction Manual,
SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry
standards and practice and based on documentation and data supplied by E2Sys at the time of
this report. Should you have any questions regarding the above or if you require additional
information, do not hesitate to contact me. Sincerely,
igi Claudio Scia dra, P. E.
OF NEW Y0
R
5 JCC'\G.SCIgNO�'1
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pROFESSIOt�"
2
SCOPE OF_ WORK DESIGN$DRAFTING BY:
JAMIE MINNICK
`O JNSTALL A 7 245 KW SOLAR PHOTOVOLTAIC(PV)5Y5TEM AT THE —�' NABCEP CERTIFIED
CORIT5I1)5 RESIDENCE, LOCATED AT 1800 CEDAR BEACH ROAD, 5OUTHOLD, NY 1 1971. COMPLY WITH ALL CODES OF 051 112-'29
THE POWER GENERATED BY THE PV 5YSTEM WILL BE INTERCONNECTED NEW YORK STATE & TOWN CODES St,�'t.
MTH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT.
THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. AS REQUIRED AND CONDITIONS OF REVISIONS
ELECTRICAL _ DESCRIPTION I DATE REV
SYSTEM RATING �SQLIN N gA
-- - - - INSPECTION REQUIRED
S _ RD I
kW DC 5TC
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APPROVED AS NOTED
EQUIPMENT SUMMARY DATE: �7 B.�•A
?3 LG315N IC-G4 GO CELL SOLAR PV MODULES FEE. D OCCUPANCY 0R ;
50LAREDGE 5E7600A-U5 INVERTER NOTIFY 6• -NT ATUSE IS UNLA vlIr I I i CONTRACTOR
IRONRIDGE XR51000 MOUNTING 5Y5TEM 765-1802 $ F;)R T HE
TVineyares f f
FOLLO' ING 1^�SPE� !::.vS: WITHO(�IT "� ,. I E
EASTERN ENERGY
SHEET INDEX 1. FOUNDATION - T REQU'RIED
SYSTEMS
PV-I COVER O
FOR POUR^ cTE OF CVUP/-1NC Y 7470 SOUND AVE
PV-2 SITE PLAN 2. ROUGH - PLUMBING MATTITUCK, NY 119_..
PV-3 ROOF PV LAYOUT LICENSE # 438 -11
3, INSULA -
PV-4 STRUCTURAL/DETAIL5 e SECTIONS t� ,, _
PV-5 3-LINE ELECTRICAL DIAGRAM 4. FINAL LICENSE # 52689-ME
NcW y
GOVERNING CODES ALLB CONS. REET SCIA R�
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REQUIREME 'ouc
2014 NATIONAL ELECTRICAL CODE Y�,�pCRK STATL. .d�'• RESPON L + � PROJECT NAME
2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 201 G STA
NbR CONSTRUCTION , PROJECT LOCATION
UNDERWRITERS LABORATORIES(UL)STANDARDS 2� Lu O
05HA 29 CFR 19 10.269 sFQ 080935 6�O`
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GENERAL NOTE5 DFESSION ���� o =
- U
1 ESITECONTRACTOR O STARTING TO WORK AND ALL
CONDITIONS
FAMILIARIZE RETAIN STORM WATER R fL00D ZUNE� � Q
HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK PURSUANT TO CHAPTER 23SOMPLY WITH CHAPTER pL m z
AGREE THE SAME. OF THE TOWN CODE. FLOOD DAMAGE PREYON
2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Cn a/-
APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, SOMHOlTnlfiftl f`ODE Q _)
INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10. CONTRACTOR TO EFFECT AND MAINTAIN IN URPNCE, I.H'. [] Q O
AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION,
3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES Ll_1 Z
ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO ~ U ♦—
JURISDICTION, COMMENCING WITH WORK. OL O
4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I . EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O O
WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB 51TE DURING THE U
THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS
ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ; —
CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT ,
RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, - -
SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY • ShWrr NAME
FABRICATED AND INSTALLED AS PER LATEST A.I.S,C
5. ALL STRUCTURAL STEEL SHALL BE AND SHALL BE SCAFFOLDING STAIRS, ETC.. AS WELL AS PERMANENT
ATECONSTRUCTION.
SPECIFICATIONS. IN BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVE
6. ALL ELECTRICAL WORK SHALL DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING
UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING
NYS CODES REGULATIONS
7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND
COMMENCING WITH WORK.
CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING 4 i DRAWING SCALE
CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS
8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON
A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. s* N . I ..J .
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE '�!r•; -_.
14. AT THE COMPLETION OF WORK, THE SITE TO
PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. BE CLEARED
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE
LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE - - -=
EXTENSIONS TO THI5 PROJECT 5hFEr NUMBER
9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF
EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. AERIAL VIEW
RESULT OF HIS WORK.
DESIGN t DRAFTING BY:
JAMIE MINNICK
NABCEP CERTIFIED
— - -------- --- ---
051112-129
I I
REV1510NS
Of NEW YOB DESCRInON DATE REV
co J\G sciA
O AR0FESSI0140,�
I i I
I i
� CONTRACTOR
II
" I
LEGEND 1 „ _ EASTERN ENERGY
" j SYSTEMS
�E S UTILITYWOE MEIM 7470 SOUND AVE
NE �.s N PV stye-rA '.
MATTITUGK, NY 1 195
LICENSE # 43889-11
nweRmts LICENSE # 52685-ME
OND ELECTRODE
PV MwLu
RACIQIO RAL
o ATTACHMENT POINT PROJF(`'T NAME
-4--ROOF� W
` (
PITCH ANGLE � / �� —
SUIRUN Mm — ---- U 0
zczm�
VENT i v,
PLUIINVG VENT j Y ROOF/ARRAY #I ROOF/ARRAY#2 Lu _ -
®SKY LIGHT Q
`LJ Lu z
®OOMPOSIE SHINGLE$ — ((�� �p
ITRIM/REMOW AS NECESSARY _ " ) CZ I)
Lu
O
000
---- --- - —.----- --- ----- --' ` 511EETNAME
51TE PLAN
i
i
CONSTRUCTION SUMMARY J �p O�Ci M%MNG SCALE
(23) LG315N I C-G4 PV MODULES, 7.245 kW DC STC ` a0 N .T.—9 .
(1)50LAREDGE 5E7000A-U5 INVERTER
IRONRIDGE XR51000 MOUNTING SYSTEM CONSTRUCTION NOTES
ROOF TYPE = ASPHALT SHINGLE
ROOF/ARRAY#I- PITCH: 18% AZIMUTH: 220° 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE O SHEET NUMBER
- 2XG DOUGLAS FIR RAFTERS MANUFACTURER'S INSTALLATION INSTRUCTIONS. ��O �p ►�g
RWITH ROOF/ARRAY#2- PITCH: 18°, AZIMUTH: 220° 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT MINIMUM NEMA 3R RATING. 1. Gj I p` /
V —2
- 2X 10 DOUGLAS FIR RAFTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION.
LEGEND
DESIGN i DRAFTING BY:
�DNSTINC LlnM METER 1--- - - — ----- ----- --
MAN SERVICE PANEL JAMIE CE9r1fMINNIK
// ' —�--- '/ NABCEPCERfIFlED
NEW PV SUEZ-PANELS % / / ;' 051 1 12-129
A/C DISCONNECT
COMSOER
oft CID ELECTRODE ; ' ,, I REVISIONS
PV MODULE /, DESCRIPTION DATE REV
IC
—RACKING RAIL
o ATTACHMENT PONT -
---RAPIERS --
f—ROOF RTQI ANGLE
SUNRUN METER
VENT
PLUMMO
® VERT , i
® i CONTRACTOR
asAwy
®COMPOSITE SH NQFS
OOCD CIONDnm i/ c�
❑TPOTENTIAL SHADW
W/RE M EI Y j"/% ARRAY # I /; EASTERN ENERGY
//, ARRAY #2 / SYSTEM5
' 8 MODULES 15 MODULES 7470 souND AVE
18°PITCH 18°PITCH
220°AZIMUTH 220°AZIMUTH ATTITUCK, NY ! 1952
/ ! - LICENSE # 438894r
LICENSE # 52G89-ME
' 18' FIRE 5ETBACK' Q RIDGE �;, , , ; . ; 18' FIRE 5ETBACK' RIDGE {
•'i _ , '/ _ ';� - , ' ,; / ' ' ,_ _ _ . PROJn NAME
T
! - :_ -- ----- - 1 -
_ ___ _ ..� __ ____ _ ____ _ _ __ _ _ _ ___ _ _ .J_ .i -
, 11 _ _._. ) �-
M/
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z
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Y`O (o �o l `-I t :-' I _ _ 1 ,/ + i I l I li ( ) cz Q
IIS 1 4 i 1 r a -+ t .� i ','•i'' . , 1 -�t V - - j -. L -_t ' �_� - I_ V ) (L\
I i ,
I '
,
CONSTRUCTION NOTES
--
1.)ALL EQUIPMENT SHALL BE IN5TALLED IN
ACCORDANCE WITH THE MANUFACTURER'S snEET NAME
INSTALLATION INSTRUCTION5. — — — /'/'�
2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT K00 F D ETAI
WITH MINIMUM NEMA 3R RATING.
3.)ALL LOCATIONS ARE APPROXIMATE AND -'+ ' - i'— _r ' 1
REQUIRE FIELD VERIFICATION.
CONSTRUCTION SUMMARY S�P� °� NEW / / DRAWING SCALE
J,� sC{q�o� N .T.S .
(23) LG315N I C-G4 PV MODULES, 7.245 kW DC 5TC
(1)50LARfDGF-5E7000A-U5 INVERTER
IRONRIDGE XR51000 MOUNTING 5Y5TEM -
ROOF TYPE = ASPHALT 5HINGLE m2 V v
SHEET NUMBER
ROOF/ARRAY#I- PITCH: 18°, AZIMUTH: 220' sFo 0609351
ROOF/ARRAY#2- PITCH: 18°, AZIMUTH: 220' AROFESSIONP,'' PV-3
LOAD CALCULATIONS ARRAY#I T ARRAY#2 ITEM DESCRIPTION ROOF/ARRAY#I I ROOF/ARRA_Y#2 _ y Ell
AFTING BY
I Module Weight �__37.4,5 Lbs _37.48 Lbs of NEW y Rafter 2x6 16" O.0 2x 1 O�a 16" O.G. _
NNICK
---1 o� (D) Declan 15/32" PLYWOOD 1 1 5/32' PLYWOOD RrIFiED
#of Modules _ 81 15 5�P S�gno (C) Collar Tle 2x6 16" O C 2x6 I G"O.G. -I2s
Total Module Wel ht 299.84 Lbs 562.2 LbsP Pitch 181 TYP. 1 8°TYP. _
Total Len th of Rall 55.8 Ft 103.9 Ft RB Ridge Board/Beam 2x8 2x8 _ REVISIONS
Rad Weight per Foot 0.9 Lbs 0.9 Lbs -
(H an Width 180" 240" F
��DN DATr PEv
Total Rad Weight � 50.2 Lfa� 9.3_5 Lbs �, r �,� i �. ar mus
# Of Stand I G 28 SAO 080935� aG — �
Wel ht per standoff 2 Lbs 2 Lbs o pROFEssIONP�6 ----
Total Standoff Wel ht 32 Lbs. 56 Lbs (PI)
Total Arr Wel ht 382.04 Lbs 7! 1 .7 Lbs
Point Load 1 24 Lbs' 25 Lbs (p� ,— i
Total ArrW Area 1 142.4 S Ftl 267 5il Ft -
Array Dead Load 2.7Lbs/5Ft 2 7Lbs/5Ft -�"
%L CONTRACTOR
EASTERN ENERGY
SYSTEMS
7470 SOUND AVE
MATTITUCK, NY 1 1952
As er ASCE 7-Method I: - - e - /� LICENSE # 43889-11
P_n_e �Kzt I Pnet30( - �—Kzt(sec G.5.7) I ne e6-6) -#-- %� / I LICENSE # 52689-ME
CLIMACTIC AND i Ground Wind Spee JLive load Point Max fastener
GEOGRAPHIC DESIGN ! Category !Snow Load'3 sec gust pnet30 pe pullout loacll Fastener Type spacing along - '
CRITERIA Fg mph IA5CE7 s II" rails, in
A # 20 120 # 4G8 5/1 G"x 3-1/21 Stainless Steel I I---� FRc�JF r NAME
B # TYP. TYP. # I TYP. Lag Bolts L�
Roof Section 72' �, � _ raiz o [�
jLU
ROOF FRAMING DETAIL j (f) Q
U-1 LU
For SI: 1 pound per square foot=0.0479 kN/m2, 1 mile per hour=1.809 km/h
a. Weathering may require a higher strength concrete or grade of masonry than necessary 1b satisfy the structural MODULE MOUNTING CLAMP-- _ Q Q —�
requiremerits of this code.The weathering column shall be filled in with the weathering index (i.e.,"negligible," - __`1 1 — C) O
"moderate"or"severe")for concrete ss determined from the Weathering Probability Map[Figure R301.2(3)]•The SOLAR MODULE-- W =
grade of masonry units shall be determined from ASTM C 34,C 55,C 82,C 73,C 90,C 129,C 216 or C 652. t _
STAINLESS STEEL 3/8'
b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the ? - BOLT AND N_ur��
frost line depth column with the minimum depth of footing below finish grade. ,--� __- _, -' __-- ��
C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has 7 iFZ6NRIDGE ALUMINUM RAIL-- _ ROOF/ARRAY#1: 2 X G RAFTER _
been of local subterranean termite da
RGOF/ARRAY#2:2 X 1 O RAFTER
history ALUMINUM"L"5RACKET,� /
d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure = _ _ - SHEET NAME
R301.2(4)].Wind exposure category shall be determined on a sits-specific basis in accordance with Sectionc= �_,J �f '--ALUMINUM FLASHING
R301.2.1.4.
STRUCTURAL
e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section `
R301.2.2.1. �� ASPHALT SHINGLE ROOF--1 ! l
f. The jurisdiction shall fill in this ,rte'! STEEL IAGS13OLT WITH
J part of the)able with(a)the date of the jurisdiction s entry into the National Flood
2 112"MIN THREAD
Insurance Program(date of adoption of the first code or ordinancem
for management of flood hazard areas),(b)the i PENETRATION SEALED oRAHnNG SCALE
dates)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be WITH GEOCEL 4500
amended. �— (EQUIVALENT OR BETTED AS NOTED
g. In accordance with Sections R905.2.7.1,R905.4.3.1, R905.5.3.1,R905.6.3.1, R905.7.3.1 and R905.8.3.1,where
there has been a history of local damage from the effects of we damming,the jurisdiction shall fill in this part of the
table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." SHEET NUMBER
I. The ground snow kiwis to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for PV-4
sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow bad increased
from the mapped value by 2 pef for every 100 feet above 1000 feet. MOUNTING DETAIL -_
DESIGN 4 DRAFTING BY:
TO UTILITY GRID JAMIE MINNICK
NABCEP CEI
OF NEW j,,0 051112-129
sc"
51-DIRECTIONAL REVISIONS
UTILITY METER
1-PHASE, 240 V DESMFrION DATE REV
1
Vj
pRCFESSI.o
7- 1 F )tAT1:PC,A1,-CT,01,
S"K, _1,11E1,_-11 CPCF�UtNCY AC DISCONNECT
PHOTOVOLTAIC AMY SUMMARY
STRING: STRING SSTRING1,15-AKKAY INV p I't- TIF
�L&WH rom II.D. ----INVERTER,I.D.# '_)C A
I J�
;4 J-3 1 721'V"
I.D.# MODULE MWEL CITY "y
CONTRACTOR
;I A
P -1 F-1 F-1 F-1 F21[_11r rim
FG G G N
-V41 EASTERN ENERGY
SYSTEMS
N
7470 SOUND AVE
M
a _j --------FG -------------------------- ----- ATT ITUCK,, NY 1195
INT5V.ATeD L2 r- LICENSE # 43689-11
1 2 ---------- G ------J DC 0150ONNEa
1 2
UL 1CLI;-7�74 1.NEMA 31t
LICENSE 52689 ME
-
WITH IS
STRING I L21-_ —r2
MAIN SERVICE PANEL
rGb FG
PROD nNAME
r TD1k 7i LU
0
EXISTING GROUNDING C)
LELECTRODE SYSTEM Z 0-/ M
LU
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ry
WIRE CONDUIT SCHEDULE
CIRCUIT RICUIT i CIRCUIT CONDUCTOR CONDucroKs CONDUCTOR CONDUIT CONDUCTOR GROUND GROUND GROUND Tyr CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(96)
lIT a 7 r CONDUIT C) 0
I.D.#�T ORIGIN DESTINATION sizr PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/A1) I TYPE j 51ZE TEMP DERATE 1 DISTANCE
LU
3 IP.15Bx3j 91 O.1 S(BX2#(3ic)
L
STRING INVERTER AWG III 10 1 1--4 -7- 0.8 USE-2/PV Wire AWG I BARE 3/4' 709C I 0.65 10 FT 0.8%
#8 CU FREE AIR
OR EMT
0 0 0
'R 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 3/4' 45QC 0.87 1 2 5 F O.G%
INVERTER COMBINER PANEL AWG#8
U C0
COMBINER MAIN PANEL AWG#G 3 THWN-2 AWG#8 1 THWN-2 CU 1 PVC 459C 0.87 15 FT O.G%
ELECTRICAL NOTES
I ALL EQUIP1,JENT TO BE LISTED BY UL OR OTHER NKTL, AND LABELED FOR ITS APPLICATION CALCULATIONS FOR CURRENT CARRYING CONDUCTORS SHEET NAME
2 ALL CONDUCTORS SHALL BE COPPER. RATED FOR COO V AND 90-C WET ENVIRONMENT I--
3 WIRING, CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SMALL BE ROUTED DIRECTLY I PV Source Circuit Wire Ampacity Calculation
TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE. HIP, OR VALLEY [NEC 690.8(8)(1)]:(Isr.)*(#of,,tnriq-,)*(I.5G)= 15 C;3 A CONFIGURATION 3-LINE DIA.
t 'Temp ty emp Derate'Conduit fill Derate � 27 8 A 1
4 WORKING CLEARANCES AROUI1D ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SMALL AVVG#10,ampaciModules per String 10+ l3i
COMPLY WITH NEC 1 10 2C. 27-8 A > 15 r.3 A. therefore. DC wire-,t7.c is valid Strings per Inverter 2
5 DRAWINGS INDICATE THE GENERAL"ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL 1 #2 Inverter Output Wire Ampacity Calculation
FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE55ORIE5 TO FULFILL I I Number of Inverters
� Inverter Output Circuit OCP Calculation(Inverter Imr)*(1.25) = 39 58 A
APPLICABLE CODES AND STANDARDS 1 Record low temp I O'C DRAWING SCALE
G)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED,
AWG#8,derated amtqacity*(Temr Derate)'(Condwt fill Derate) = 47 85 A
1 47 85 A > 39 56 A, therefore AC wire 5L-C 15 VAIld I Voc Temp Coefficient 287a-C
THE CONTRACTOR SMALL SIZE THEM ACCORDINGLY
7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE DC SYSTEM SPECIFICATIONS CALCULATIONS
N .
.T.S
8) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AIIID MODULE 1! #3 Combined Ampacity Calculation i Operating Current 19 A !=(#ol. ,Arincvs)'(Imp)
SUPPORT RAIL, PER THE GROUNDING CUP MANUFACTURERS INSTRUCTION I Combined Inverter Output Circuit Calculation(Inverter Imp)*(1.25)= 39 58 A Operating Voltage 350 V 1=(#mndue-,in
9)MODULE SUPPORT PAIL TO BE BONDED TO CONTINUOUS COPPER G.E C VIA V%IEEB LUG i Max.System Voltage SOO V (# module-,in ##76�MC*0 1)*(Lo Tem0#QC-25))*(Voc))+(VnC)I
OR IL5CO GBL-4Dl3T LAY-IH LUG AW'G#r-, amracity*(Temr?Derate)'(Conduit fill Derate) = r.5 25 A FL_L__
I o)THE POLARITY OF THE GROUNDED CONDUCTORS 15 )ative) 1-,5 25 A , 313 511 A.therefore AC 15 VAId 1 Short Circuit Current 25 1 A of Ar 25)per Art C;90.8(A)(l) SHEET NUMBER
�
OF AC SYSTEM 5PECIMCATION5
10)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SMALL COIAPLY VATH NEC C90 35 Max AC Output Current 1 39 58 A PV-5
240 V
Operating AC Voltage
solar=@@
•
SolarEdge Single Phase Inverters
For North America
SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US /
SE7600A-US / SE10000A-US / SE11400A-US
or
I �
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The best choice for SolarEdge enabled systems
Integrated arc fault protection (Type 1)for NEC 2011 690.11 compliance
Superior efficiency(98%)
Small,lightweight and easy to install on provided bracket
Built-in module-level monitoring
Internet connection through Ethernet or Wireless
Outdoor and indoor installation
Fixed voltage inverter, DC/AC conversion only
Pre-assembled Safety Switch for faster installation
Optional—revenue grade data,ANSI C12.1
USA-GERMANY-ITALY FRANCE -JAPAN CHINA-AUSTRALIA-THE NETHERLANDS- ISRAEL vvWW.solaredpe U`,.
solar _ _ Single Phase Inverters for North America
• e z SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US J
SE7600A-USI SE1000OA-US/ SE1140OA-US
SE3000A-US SE38WA-US I SESOOOA-USSE6000A US SE7600A US SE10000A US SE11400A-US
OUTPUT _ _
—� 9980 @ 208V
Nominal AC Power Output 3000 3800 5000 I 6000 7600 10000 240V 11400 VA
5400 @ 208V 10800 @ 208V
Max.AC Power Output 3300 4150 6000 8350 .. .. I . .
Baso�2aov 10950,e240V
AC Output Voltage Min:Nom.-Max."i I
183-208-229 Vac. j ✓
AC Output Voltage Min.-Nom:Max."i
211 240-264 Vac
AC Frequency Min.-Nom.-Max.'1I 59.3-60-60.5(with HI country_setting 57-60-60.5) I Hz
. . . . . . . .
Max.Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A
- 21 @ 2aoy az 240y
GFDI Threshold 1
. ... ..... . ... ...
Utility_Monitoring,Islanding Protection,Country Configurable Thresholds — Yes _ Yes
INPUT — —`
Maximum DC Power(STC) 4050 5100 6750 8100 1 10250 1 13500 15350 W
Transformer-less,Ungrounded Yes
Max.Input Voltage 500 I Vdc
Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc
Max.Input Current") 9.5 I 13 16.5 @ 208V 18 1 23 33 @ 208V 34.5 Adc
15.5 @ 240V 30.5 P 240V
Max.Input Short Circuit Current 45 Adc
Reverse-Polarity Protection Yes
Ground-Fault Isolation Detection 600ksi Sensitivity
Maximum Inverter Efficiency 97 7 I 98.2 I 983 98.3 98 98 98 I Yo
I 97.5 @ 208V 97 @ 208V
CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 %
98 P 240V ,97.5 @ 240V
Nighttime Power Consumption L _ <2.5 _ _ <4 W
ADDITIONAL FEATURES_
Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional)
Revenue Grade Data,ANSI C12.1 Optionall"
Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed"'
STANDARD COMPLIANCE_
Safety �— UL1741,UL1699B,UL1998,CSA 22.2
Grid Connection Standards IEEE1547
Emissions FCC partly class B
INSTALLATION SPECIFICATIONS
AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG
DC input conduit size/#of strings/ 3/4" 3/4"minimum/1-2 strings/
minimum/1-2 strings/16-6 AWG
AWG range 14-6 AWG - - -„
Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/
I 30.5x12.5x7.2/775x315x184
.(HxWxD). 775 x 315 x 260, mm
Weight with Safety Switch 51.2/23.2 547/247 88 4/40.1 Ib/kg
Natural
convection
Cooling Natural Convection and internal Fans(user replaceable)
fan(user
replaceable). I
Noise <25 <50 I dBA
Min.-Max.Operating Temperature
� -13 to+140/-25 to+60(-40 to+60 version available('') °F/°C
Range
Protection Rating NEMA 3R
For other regional settings please contact SolarEdge support
1O A higher current source may be used,the inverter will limit its input current to the values stated
"i Revenue grade inverter P/N:SEx—A-US000NN112(for 760OW inverter SE7600A-US002NNR2).
'4'Rapid shutdown kit P/NSE1000-RSD-St.
-40 version P/N:SExx A-US000NNU4(for 760OW inverter SE 7600A-US002NNU4).
t
sunsaEc R
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LG Innovation for
Life's 330(2
a Better Life
T T T
+
+
3
LG '\,
P,
L
60 cell C E --�s
Enhanced Performance Warranty High Power Output
n I t'. 1.P,lhan03 I'S
R f�ient ejen ir,
^41. Aesthetic Roof Outstanding Durability
GE
Better Performance on a Sunny Day Double-Sided Cell Structure
• ";y,
I, "t bear)reflected=f ct;-)
j - I . t,1 ul-1 c,lt 'a
About LG Electronics
LG NeON z ®M
Mechanical Properties Electrical Properties(STC*)
Cetis _ _ „.!i Module type 315 W
Cell Vendor _ _._ MPP Voltage(Vmpp)
Celt Type �<dO--( Prt�Le MPP Current(Impp)
Celt Dimensions 'S6 71.i S,, 5 m: -5 int III,, Open Circuit Voltage(Vac)
of Busbar 17 IM,Au Wn Di s:.arl_0 _ Short Circuit Current(Isc)
Dimensions(L x W x H) i 64'x 1000+c0 mm Module Efficiency(%)
- 7 r 3 7K 3'irn,t; Operating Temperature(°C)
Front Load F0) Pa I"p.` Q} Maximum System Voltage(V)
Rear Load Pa)1 1 3 ps= Maximum Series Fuse Rating(A)
Weight 1 _ 5 kg „0=1 I iLs Power Tolerance(Yo)
Connector Type MCd Com;, u!)ie IP67 ,
Junction Box IP57 tN th 3 Rvp.;s,Diodcs
Length of Cables ?x 1 X00 mm/_x 39 37 mt L
Glass :;----
Frame An,x-/,;t;Al mi;..m Electrical Properties(NOCT*)
Certifications and Warranty Module Type 315 W
Maximum Power Wmac) _
Certifications _- - _ - _ ,- _ MPP Voltage(Vmpp)
MPP Current(Imppl '
_ Open Circuit Voltage(Voc)
- _ Short Circuit Current(Icr) - -
Module Fire Performance(USA) _ jI
Fire Rating(for CANADA) Dimensions(mm/in)
Product Warranty Q
Output Warranty of Pmax
Temperature Characteristics
NOCT
Pmpp m y
Voc _
Isc -- - -- -- -
Characteristic Curves r -
LG M
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=n
r
- - mnoeat on'or a Bette,Life
oil
IRONRIDGE Roof Mount System
XR10 Rad XR100 Rail XR1000 Rail Internal Splices
1iY
- --------------------- 6%
A low-profile mounting rad The ultimate residential A heavyweight mounting All rads use internal splices
for regions with light snow solar mounting rad. rad for commercial projects. for seamless connections
6'spanning capability 8'spanning capability 12'spanning capability Self-tapping screws
'• Moderate load capability Heavy load capability Extreme load capability Varying versions for rads
Clear anud¢ed finish Clear&black anod finish Clear anudized finish Grounding Straps offered
K . w,...
` FlashFoot Slotted L-Feet Standoffs Tilt Legs
AW
Anchor flash.and mount Drop-in design for rapid rail Raise flush or tilled Tilt assembly to desired
with all-in-one attachments. attachment. systems to various heights. angle.up to 45 degrees.
• Ships with all hardware fi gh•friclion serrated face Works with vant flashing Attaches directly to rail
IBC&IHC compliant Heavy-duty profile shape Ships pre-assembled Ships with all hardware
• Certified with XR Rads Clear&black anod.finish Lengths from 3"to 9' Fixed and adjustable
IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit
and provers in extreme environments. End Clamps Grounding Mid Clamps T-Bolt Grounding Lugs Accessories
Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings and
rs also why our products are fully certified,code compliant and backed by a 20-year warranty.
• r "r
I
Strength Tested PE Certified �,,,,, ;,•�,,,,,,� __„,-. ..,,,_
All components evaluated for superior Pre-stamped engineering letters Slide in clamps and secure Attach ano ground modules Ground system using the Provide a finished and
structural performance available in most slates. modules at ends of rads. ni the middle of the rail. rail's top slot organized look for rads.
• Mill finish&black anal. Parallel bonding T-holt Easy top-slot mounting Snap-in Wire Clips
• Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Pefferted Ei,d Caps
Class A Fire Rating Design Software Optional Under Clamps Mill&black stainless Swivels in any direction UV•protecled polymer
Certified to maintain the fire resistance Online tool generates a complete bill of
rating of the existing roof. materials in minutes.
Design Assistant NASCEP Certified Training
Integrated Grounding 90 Year Warranty Go from rough layout to fully Earn free continuing education credits.
UL 2703 systein eliminates separate Twice the protection offered by engineered system.For free. while leamirtg more about our systems,
module grounding components. competitors. Ej—
AUTHORIZATION TO MARK Installation Overview
Install Root Attachments
Install appropriate roof flashing and/or standoff for roof type.
This amhonzea u„,applu.t n of it Ci ddir.mnn mtdrw,)sNi h0—to th,inod,.ls d,,a,rrted in the Pn,dn.t(•.) Attach L-Feet to flashing or standoff
Covered r'e bm nh�n -,nth thn+ondrt.ons set forth in the Cerhficahon Agreurwimnl and L vwg
P^pori Thi•,aulrnnzahnn also applu,s i�m-d'po list e mrolnl(s) Ihn rorr^Infirm oay,>of the Lishnq
R,fust
Prepare Rail Connections
TMs documonl is Iha prnpeoi of Intertr•k r—bdq Services and is not h.,n.ferdbin Th,rn•rh6„ahnn mirk(;)may hu
aplared only at the 10-hon or the Pan;A,dhon.ed To Apply mare Insert splice into first rail,then secure with Grounding Strap and
sell-drilling screw.
Applicant: 1199 Zip Inr. Mmmlacturer Irnnf2ua)n Inn •Slide second rail overs lice,then secure with opposite end of
Address 1195 Znphyr Aro 1435(1dn;hlel Pumf P PP
Hayward,CA'0544 Address. %%,11,1,CA 95490 Grounding Strap and self-drilling screw.
CountryUSA Country: USA
Contact, Vann 3ehwdrr Contact. fun Nora I"Itl p
Phone. 18001 227-9523 Mount&Ground Rails
(S10)."25-L•97"3 Phone: I90G)2,7-95',)
FAX (707)159-tars FAX (rur)4sy-1523 Attach rails to L-Feet and level rails.
Ernair lu hw,r•:nnnnnn,7a rem Email:
Party Authorized To Apply Mark S.niu•.1::t.•an,ir a tur,•r •Install one Grounding Lug per row of modules.
Report Issuing Office' L:,kr:r,nu.,t.CA );, •Connect Grounding Lug to grounding conductor
Control Numbef 4007559 Aulhonzed by
Ir+r Imnnns J P.dtvron CC114 G1(iOn hlannyr
t:n aAssSOM Install Modules&Clamps
Install first rnodule using End Clamps and Grounding Mid Clamps.
(MRs
•Install additional modules using Grounding Mid Clamps.
Intertek Finish row with a second pair of End Clamps.
Thr.,d.xument supersudos all pr—, -is Authonz.t n;to Mark lo,the nntnd Report Numb,,
Testing&Certification
The IronRidge Integrated Grounding
l a Module Frame Compatibility
"`` '+(;°r,'.",r:A L• System has been tested and certified to
,r r-a1•ai,„i„�nR—i Ail,igi„rrH+..yo..n ocl- . Dimension Range
r��i-rrni• sr.'t s8•,'.r&: 4ai��,l:w r,i,Jt�-s;-.o;:
UL 2703 by Inlerlek Group plc. A 31.Omm-51.0mm
Starldardl5): UL SLinfer-t 2/'J!(,own•,or In,.>shga•ion!„r R.1c),r.innnt ng Systems and clan, ,u D,,,,,,,hr B 5.08mm minimum
pn F1nhPcu,, UL 2703 is a proposed UL standard (minimum)
^I,-,1,+ondc Mndnl,• di d Pana., is-.i.-1`4111,1,i,i 1 o<1nr a 4 2010 for evaluating solar module mounting nny ndule IM, parametero rr„-1 usied n th..
Pr xh¢I /,H Rad,•,v m ln•ngr Mh d i„n,ii,:�,i,i --- and clamping devices.It ensures these pv,•ided ta:de heve not bee•,1-1.d 1--1 dbblilly,
ardr,d N,uoe. NA devices will maintain strong electrical and
Model> 5I-r,iS13-00,,51.61,U-00,8 til-5600-W 1 .uvl 51 5-001 mechanical connections over an extended
period of time in extreme outdoor The Grounding Clamp has proven robust in grounding GO-cell and
environments. 72-call solar module frames with box construction and a range of
anodization thicknesses.
The testing process closely mirrors t'tat All solar modules listed In UL 1703 and with frame construction
of UL 1703,the solar module testing within the parameters stated above are compctble with it it
standard,including temperature and IronRidge Integrated Grounding System
humidity cycling,electrical and mechanical
load testing.and manuracturing quality
reviews.
,, P,q,Iof3 Ar^.I I,;,irrl lU-tl„-,'illi
IRONRIDGE XR Rail Family
Starling Madison Lofquist, Inc.
5224 South 39"Street,Phoenix,Arizona 85040
tel:(602)438-2500 fax:(602)438-2505 www.smleng.corn
Over th,itr h!eUme solar panels expeneue countless
extreme weather events Not lust the worst storms in year;,
but the worst storms in 40 years High winds capable of - Iradtnlpr little 16 '01-d
noping panels from a root.and snowfalls weighing a 1499/eph,r \,e I+acr I,+I I I
enough to buckle a panel frame 477.
Xn Hails are the structural backbone praventinq '
these results they iesist uplift.protect i.'- `;7,r -
yt' \nn \lr 0,n III 1 I.te—.In,\ur Iht•,ulrni I'Iodurb,
against hurkling and salely and efficiently td," +g
Irur,;ter loads into the Wildin structure. - �''+•--
g - "• - = �uh1r,I holIRnl_c\RlHItalLRuefhlu,h S„trm Su'mtural
Thus supe-nor spanning capability
re(lwrr,fewer roof 31tachments
[("(III xl the numbc:rof roof
penetrations and the amount
of uulnllaUnn tune i ml,zrd the h'unRtd_c\R Iu Rini t„r the,uhlcel,o hr ntodulc„11,11011 at,tenl end
r”; �,'•.e
It! It Ih;a,fill Ihr u,nlinnunnn,:utd enter is dr,cnhrd h,:lo„ it i,In a,ny,ltan,r„ith Ihr
q,pluthlr+rchona til the G,Iku in_Rrlereoc, I)ocwl tnh.
t
(,ale, 4SI_'I S1 1 7-10 Min II uud,for Iduildinc,K(nhct ltnrthuc,
Iltlrrn Il„nlll liurldnl,(odc'01,I din„n
(ahG,rnra Rudihu❑I I'd, '_01 1 1 ditiun
t),h,r \( .12A \ccrpimi,r( rnci i;,for MOLIU1,11 1:1:mumt S•,IVMI t•,cd In tiul,po 1 p\
to M,dule,.dined 111,ru,e\o,rinbet 1 'u1'I„ 1('(-1
\lununuot I),•Icn\I.1mi 11 20 11)1 iliuon
•�i
Ilie Ironl"i•I c\R 10 1011 1, 111, ttudrd.tlunin•tnn,croon t+VII;ui o,reel depth of 1 _sin .1nd.r rirt
Force-Stabilizing Curve i 1 11 tl ,
,q.nl. I h,raib .u1)u.cd to t .oLu'unululr t.pi,.ill, rat the ,i I,Inhhnc
rev 1 ,hthil A nllarhed Ihv rail ai+.!antpcd it,010nuntim MlIJQ hr:tihcl,I11,11,uV cllhvl:lla,hcd
A ,dl—I ii i •I-'''I,it dil. Illi w the n,ut ti'enimc of ;ttl•i,lied 1.1,1.t:ntd Ilt:
ut.,nrt,:d 11)1111:1)1,,•1 lr.,nunL fhr i,ul,,u,
,..,'I,,,,'-” i„•., .�,I,, I' 1111ir����.,„�,
11111111rd,nn1), lie•.lop+ ,•till:1'It t.incl,.n'.ui,rlllit'll tn;'11111 el 1.1111.u11do1,u:_roo1 lTuoit)
t. ., In,•In,l,ill:d,,,Lir nlndulr,an 11111:,,nn. ,I,y,,d,Ili,un,lerhnIll 1.•0l ,n1,Ifni
t
•\II load,arc trau,ll•nrd i-,III, fool It nnule thr„ueh the,uuflr hidrlri•.I+, ..Hopi, ht-a,Ltl I1r.,ul,i.l
Ili: rail, Ihr n,,niutum,1,.m ul the r tit,i,_„rmrd M either the mid-,Itnt Ilr,urnl,ire• or Ihr
:!rllrrnon w,inn-ori—ni th,u Ili,imi m,I—In”into coNan„uh the ru„I
I h,:rllrct oI"I'mic load.I I,•i,ill dr1P2ll c.1tC'_,err, \-I t h,n r hr;u d.l,•rnnrod to hr L. than ill,
rltciIilnr tuv.ind Ihr mmnnum,i lo.,uhl,
pan-I,,t enI1llML;l herd LA-1.•uc,ho•.,n in T;iW . I & i heli,,, lig'0-6 d,,,rce,lt,l,L, T.,',1,,-1
1,,,, 1... - dc_rc,.lo!,:,.,nd I.,Ml,' .<S,)hclo\, Ior 1s dc.il,,,hyc•
Cmnpahble with Flat&Pitched Roots Corrosion-Resistant Materials
.,,��,.n t.i,:,.�:�� a.=^p• r m1 i..; „r,,.,ao.-,, b,•"�-•n nen w,W x.
fLrd�Pun1�n, oo1,�n.a.,n11,•, ,,,e1);I•,n rtw^�)rye..•nl•.•.�.�'on•
d!v:p,n n,a'•��, um!annr�w,q ,i>un.i.,•a1 ,aor ..,tie iA•:D,ov„tnr)
a..ire,ro,iP ,tpplu.al,••'s �,m„ nP,rt.v„e1M1*'d,ux!.
St-ling Nladr. lad'quiat,Int. Cuu..,d ring ;Iru I-A inuI furcu•iir Eng:. 1)r.
IrunRldge .lune 16.2014 IronRidge June 16,2014
Mr DaN id h Taggart Paue 5 of I I V r.Da.id F T;iggen Page 6 0l'I
ImnRid,:e aRl(1 Raul,knoFFhish�luuming System-Stnichirtd,luahsi. IrunRidpc\k10 Reil Roof'Flueh Muunling S�G1U111 titnl nlril Analy,i
f,,+t•4 r,.1; (.11ir t,r' iJ,I�n ,J Its ,i Sln - 'c+L7[; t,Y u,�l I_�.
i 1,11,lo 5 S1A i.lr-!Ufv'5%'k 1: f 7 b 27 Ur;reg•:-'Nuel J3nr 2
xr•.n Wind XP J'] Wind - ,,, , ;,
11''ll Spvod Ground Snow Load 0 i SPo rtl Ground Snow Load
tU 20 30 4U 50 fi0 70 SJ 90 --- -- j 10 20 30 40 50 60 70 80 I 90
Exposure mph 0 psf sl sf sf sf .sf psf psf psf psi Exposure mph U psf sf rsl psf psf >sf ,f sf sl psf
IUO 75 65 55 43 43 39 1 35 33 31 29 !
--- - - --- -- - - - , _ _ .. _ 4'3 _ 39 35 _ 33 31 29
----
100 72 65 Sri 49 1 -
--105 75_ 65 5;i 49 41 1 39- SS_ __3_ 1_ 31 _ 2_9 1U5_ 69 j _65 55 49 I 4;3 3_g 35 33_ I _31 -29
----- - --- ----- — -J -- --
110 75 65 _ 55 4_9 _43 _39 35 _33 I_ 31 -- 29 - - -- - -
- J _ i1D 6Fi 65 55 49 43 __ 3_9__ 35 33_ 31 29
120 75 65 55 - -_49 43 39 15 33 1 31 29 --� -" - - - - - -- -Y-`--'------
Category --- - 1 -- _ f- " Ifo ! 1_0 60 60 55 49 43 39 35__ 33 _31 29
130 75 65 55 49 43 1 39 35 .i3_ 37 1__29 �atngory - - 56 _56-- Sri- 1--�� - ---
B --- --- - -- - -- --_ _._-- -_-, -- _ B 0 4J 4.1 3.f _ 35 33 31 29
140 71 65 - 55 1. 49 43 1 39 '35 33 31--1 29 - --- 1 --- -52 t - i _ -- - --- - - - -29-
1%
-
-- - _ -___ _�_ _ WO -- ( 52 5� 4J 4:S 39 _ 35 33 31 29
15U 66 65 SS 49 43 39 ' 35 33 i 31 _29_ 150_---19 _49 39 _ 49 4.3 Y 19 _35_11 - - 31 --29-
160 6. _ 62- 51 _ 43 _ 43_ 39 3`• 33 31 }_29 _ I60 46 f 46- 46 46 43�39 35 I 33- - --31 29
170 59 54 53 47 43 39 15 - -31 i 31 ( 29 170 43 4:3 a3 41 a3 39 3'S---I 33_ --31-- -29 -
100 75 ! 65 55 j 4Q 43 .39 I 35 .33 -11 29 _ 100 _ 61 61 j 55 49 43 I 39 35 33 tI 31 29
--105 75 I _- 5- � as 43 J9 1 35 31 31 r 2<i _— _-_-'_- - _- --- _ - "r---1-_
_- _---_I 65 ,5 ---- -- --}--- - ( IUS 58 SS ! 55 49 -t3 39� 35 33 31 29 _
10 'S 6(i 55 49 4.3 39 3.5 33 1 31 ( 24 -- - -- 1 ---1 -- n-
120
--
--- - -7 - -- 5 --4-- )--.-----I _ -- _-- -_ t10 5r, 5r, 55 49 13 39 35 33 3_t_ 2D
120 70 65 55 4J 43 39 35 -13 '31 29 _ YI _ _
( 7L',,tnry _-_ t ---- - tti----- --- -� - ^ IF - -- rlutrn or - --0 51- 51 1 51 -40 L4 r-.�`)_-�--35---33- I 31 29
C 1.30 -6.5 ` 61 ha 4!S 1 4_t i 35 31 31 j _G9- �7 Y 1311 -48 48 18 4n •11 39 35 33 31 29
140 60 60 - - 51 49 _43_ 39 ! 35_- -- '33 3 t I 29 _140 ---44 44 1 - - i---t - �- --
r - , t _� 1 t _4a _ a3_"i_"3_9 35 33 31 29
150---Sfi 6_ 52 47 43 _39 i-35 33 1 29 150 -1'-- -41 •41 1 41 •41 i_39 ! - 35-_-j_33- f 31- -_-29 _
160 _ _53 F G --51- 46 "----42 r 39-- 35 _ -__-13 31 29--- 160-- -39 -7--_35_-1_s9 _rt--39 _ d9 I_ 39 35 _ 3"S ..1 29
�- 5 - --� -
-171) 5D 1 50 �o 45 41 38 35 33 31 29 110 36 36 3f, 3C, "s6 } 35 1 33 __31� 29
1_00 75- 65 95 49 _43_ _39--( 35 I 33 1 31 29_ tUU 56 56 _55 T_ 49 __:3_' _39 j 35_1 .33 31 99
--- _ _ _
105--_--73 1 65 55 49 _ 43 39 35 _331 31 29 _105 54 ! 54 •,4 49 43 j 39 35 _'1-33_ 1 3_1 - --29-
110 70 1 65 —5 49 43 _39- f- 3_; } ,,3 31 _ 29 -- ---�-r---+=- — --'-- -�---
-- _.` _i - _ - _'_ _ _ _ _110_ 5 52 52 48_ 3 39 1-_ 35� 33 _ 31 '9 _
120 -_--64 E4 SA 48 39 3S 33 31 29 120 47 _ 47 d7 47 43 39 35 _33 31 2_9
Cr,ihy,ny _- - _-__-�-__ - —_- -_ _ _]-__ - �-
130 60 60 53 I 47 r 43 39 35 ?3 31 29 Category - 130 44 44 ! 4,1 _44 a3 39 3 "33 31 29
[) - --—- t--- ` -
140 5$ 55 57_ 46 42 ;39 1 35 I 33 - -_-31 29 p - - I--- -- --- -- --- - - 31 29
4 1.1 41 41 •31 } 41 47 39 35-; 33 31 29
150 I 5?-- --s2 - 5,0 46 d2- --39 L 35 - - - - - - 8 t- - ---- -' — -T -3-3"- -- t- --
160 49 I J9 t a') 4h 41 34 - 33 31 29 -- j e� 38 1fi 36 3x 3� _--i 37 29
t SU __ _35
_ - _ 35 33 31 ! 29 160__ '_S5 33 31 LD l
t7n a6 ! 1G aB .ta 40 -J--3y 35 3", , 3 29 •-"---- -- +
I--
- � _ 1?D � 33 33 i 33 33 33 .53 r 33 ( 33 31 29
?iarlmg Nl-h.on 1.,•3ipiia,In.. (,on.utcii,�tirrucrur..I and Fnronac Isn�inc,r. vi.ulin��I,ulisnn Ln&pii.i,:n+ ('nnruliinR Srru.nir.I.md I•oren>ir Lnginv-
IT,n1RIII pc .luno 1(,•'014 IrunRidge Itl0r It, 1011
NIr I);I\Irl F I acca:I 1' -of I 1 \I1 I)et id I I:ICL[(11t I' 1101 I I
IIonRId:-e\RIO Rall.RuOf PILI II%101,111111 Ip C1aell titrucztmd Aiml\sis IIonIti(1e\R III R,111,Runl'Rlu,h\Lnlnlinr.�a,tilu `uucw:'ol AlmIa.0
;i9 v�q•)�I�n�i !-R �,r�.� t ,'/i).• 'I Lr „ \oti, Idbu!:n•J tuiar,,ur hJ on Illi ML rlitili.I.
, Nhnd
Grormd Snow Load 0t hri,:h1 111 Ii
v?.� S�p,Jrd 1 ISmldm¢mr.m I
10 20 �3U 4� U ;50 60 70 80 90 ' Itisl.(-alrj.or� I
Exposure mph D psI sf )vf sf of ,f )sf ),t tsf r;f 1 ♦0101 IIIaLhlle Ione dirtte1111,n 111 i w
100 59 rig _ 5_S 49I 43 39 ! 35 3:3 11 29 .1 I'll' '_l Iali In hrlr•crn Iu,d.11111 1,11!
105 5F, 56 55 --4p I1 _43 i 39 35 ! -33 .1, .�,! I uJ c,InU lit.i >L.In hn•IV II.1,1 ,In.l\ilutun .11;W 1010.b--�110 04 1 54 5 _ ofail a,hi.•<
table-
4
4i 3`i 3i 334 In cn,l,;,0m
1'0_ )9 49 49 - --4'J 43 39 35 33 31 ! '-1 7 \o I,'il.,lino 111 middle I of urt,iwt,I,an,
Cau'gnr, I+ - — - - ! 1
1.3(1— --.G 46 46_ 4F, ! .13 :_3'3 3', 33 - -,_
I_-- - _- 1 — - +- 29 R. Flu la;0111,10:,;)0111,1 span.Ii,liJ in Ihr 1,INC,011, ,c m.la hr mul0,hc,l I uX
140 a2 42 a2 _112 39 J, __33 a' 2_9
-- —, 1 2 _ _ i--- - j -_-. 11611 Id"01 MOIL.q'.w,.
150 •:i1 40 40 I 40 40 39 35 - 3 {{i .i i _29
1 G 37 1 37 37 T 37 37 37 3 _5 33 9' 1 29
IIf) 35 -"t° - 3, _r 35 :35 35 'vi 33 31 251 Om:m.d 'i,0;.0111. Ina1 the I.11 i,,inch i'li ng III,Conn cct inn,.lnd n,,oi nricd I'alJar.u, ,Iri 111.611ILLI
100 50 50 50 !
49 43 39 _ 35 33 3_ i ^q :n,taantLm.InliLam,Innrfin,I,rofd,ul,r,�nitllta. 'h71nR•d_t. Rnof\louatln,Llll.11io \',
10; 18 I as - 4E 48 43 39 35 � 33 3t1 I 29 n I m I:IIh�
110 45 t 45 .3 5 1 a5_ 43 s'1 3i '3;- — f 29 honRid."L and!,rnrtall
1 42 42 42 30 35 33 31 , .la„•I lid,CmdalJ;of ron,U ui lion 1,101 tia. \d,liti0n.d inL,Ilnatinn is
_ 1 _ I „ _ ' ,� _ I
- } --- 29- a,.wnhla:It Ih: