HomeMy WebLinkAbout42914-Z Town of Southold
9/18/2018
P.O.Box 1179
v' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39906 Date: 9/18/2018
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 1060 Willow Terrace Ln, Orient
SCTM#: 473889 Sec/Block/Lot: 26.-2-22
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/25/2018 pursuant to which Building Permit No. 42914 dated 8/1/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ROOF-MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Bushell Family Trust
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42914 08-27-2018
PLUMBERS CERTIFICATION DATED
Authorized Signature
TOWN OF SOUTHOLD
caay BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42914 Date: 8/1/2018
Permission is hereby granted to:
Bushell Family Trust
1060 Willow Terrace Ln
Orient, NY 11957
To: construct roof-mounted solar panels to existing single-family dwelling as applied for.
At premises located at:
1060 Willow Terrace Ln, Orient
SCTM # 473889
Sec/Block/Lot# 26.-2-22
Pursuant to application dated 7/25/2018 and approved by the Building Inspector.
To expire on 1/31/2020.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
ui nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features. i
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$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property:_ � � kcl_J __ I1 f)� T({Gl� L
House No. Stre t Hamlet
Owner or Owners of Property: �� Bu
Suffolk County Tax Map No 1000,Section (D) GDD Block O Lot oa
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: I onDe—6e fo ri M J
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check
Fee Submitted:$
plicant i attir`,e! -"
ho��pF SOUTyOIo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 0l�� dao roger.richert(cDtown.Southold.ny.us
ouffN'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Bushell Family Trust
Address: 1060 Willow Terrace Ln City: Orient St: New York Zip: 11957
Building Permit#, 42914 Section: 26 Block- 2 Lot: 22
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Sunrun License No: 54139-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 Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 7.25 KW Roof mounted photovoltaic system to include, 25-rec-290 panels,
1-SE-7600 inverter,AC disconnect
Notes
Inspector Signature: Date: 27 2018
p g -August
81-Cert Electrical Compliance Form.xls
SOUTyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
`scour% 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) �f ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE �� INSPECTORI-
structural
September 14 2018 ENGINEERS D18(9r=c'� � t
Sunrun Inc.
133 Technology Dr,Suite 100 SEP 17 2018
Irvine,CA,92618
Subject:Structural Certification for Installation of Solar Panels UMD171TC,DEPT-
Job Number: 18-06963 'li' �3'�`° '"'` r�11rl I, LD
Client: Ekta Bushell-211111-060BUSH
Address: 1060 Willow Terrace LN,Orient, NY 11957
Permit Number:42914
Install Date:8/29/18 -- ---
System Specifications:
Total System Size:725OW DC,760OW AC; Panel Specs:(25)REC Solar: REC209TP2 BLK
Inverter Specs:(1)Solaredge Technologies:SE7600H-US Racking System: SnapNRack RL;SnapNrack Series 100 U
Attn.:To Whom It May Concern
On the above referenced project, I reviewed the PV installation that was specified in the plan.The purpose of the
review was to verify the installation to be in conformance with the specifications and that any modifications were
acceptable.
After review, I certify that the PV panels were installed in conformance with the plans and specifications for this
project,and the installation complies with the provisions of the 2015 IRC with 2017 NYSUCS including Town of Islip,
Local Code: LIUSPI,ASCE 7-10,and NDS-12 .
If you have any questions on the above,do not hesitate to call.
Sincerely,
Paul Zacher,S.E. �4�OF NEGy
K. Zq y0
r �
4; W
11 C7
P090136b
AROFESSIONP�
1478 Stone Point Drive,Suite 190, Roseville, CA 95661
T 916.961.3960 F 916.961.3965 W www.pzse.com
Experience I Integrity I Empowerment
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
H
'FOUNDATION (2ND)
Z
O '
a �
ROUGH FRAMING&
PLUMBING H
INSULATION PER N.Y.
STATE ENERGY CODE
m
FINAL
ADDITIONAL COMMENTS
s
of -C( "letCub
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 � Surve
y
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit .
Examined 20-9 Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,2011f G
Mail to: �5 �SG/ . c h-W
Disapproved a/c Q t7yils
Phone: P, L1' AD 1
Expiration 20
Ll
Bu nspector
ICATION FOR BUILDING PERMIT
JUL 2 5 2018 Date o 5 ,20 .1
INSTRUCTIONS
WILDING DEQ.
A ' a. ctt� ipletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18,months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
Signature app icani or name,if a corporation)
41 5 0520 k. a,, IAJ. Poue _,AQ 1(7876'
(Mailing address of app,i ant
State whether applicant is owner, lessee, gen , architect, engineer, general contractor,electrician,plumber or builder
J;MqaXQJW)J SO4C6
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.'
Electricians License No. 33 B 7 Cd
Other Trade's License No.
1. Location of land on whichproposed work will be done:
1 O b 0 1Ab 110 -Tecmc e- Ly-N le—,
House Number Street 'Hamlet
County Tax Map No. 1000 Sectionya �W Block WOO Lot
3
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration
RepairRemoval Demolition Other Work
4. Estimated Cost s
`� (1, (GrD ' Fee (Description)
(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
n s �sc.; ` x ° ,,�
Dimensions of same structure with alterations or additions: Front (f-7 eRj ar
Depth Height Number�ot Sfo"ries
8. Dimensions of entire new construction: Front Rear D,-ep�h
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner a
11. Zone or use district in which premises are situated /
12. Does proposed construction violate a=ss
, ordinance or regulation?YES NO
13. Will lot be re-graded?YES NO fill be removed from premises?YES NO ✓
14.Names of Owner of premises C 1OI(Address - L Phone No.Q� - 5- 13 7G
Name of Architect 7 of Address Pr CA Phone No b
Name of Contractor �� t ddress4lS Dse� ugA s ne No. f d
Y r
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES I/ NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT§MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
-17. If elevation at any point on property is at 10 feet or below,must provide topographical data o survey.
�
18. Are there any covenants and restrictions with respect to this property. * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
TY OF
�
COT0fV1 D
e( rvni`�e being duly sworn,deposes and says that(s)he,is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Contractor, nt,)orporate 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 before me this
day of 20
of�Aawyo
Nota P . o y0a'i'v:321,,4 8' Si
( Apr�.�0, B�
j
Scott A. Mussell �01°SUFFQ4-�s STORMIWA\TIER
SUPERVISOR M[A NA\(Gr]EM ]EINN IP
SOUTHOLDTOWN HALL-P_0.Box 1179 a
53095 Main Road-SOUTHOLD,NEWYORK 11971 yI0 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING.
Yes No (CHECK ALL THAT APPLY)
❑( A. Clearing, grubbing, grading or stripping of land which affects more a
,..,,/ than 5,000 square feet of ground surface.
13U B. Excavation or filling involving more than 200 cubic yards of material
❑11( within any parcel or any contiguous area.
c. Site preparation on slopes which exceed 10 feet vertical rise to
❑d100 feet of horizontal distance. _
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. -
❑
E. Site preparation within the one-hundred-year floodplain as depicted,
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 impervious surfaces.
If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name,
ibnatun,r-ontact lnfor-mation,-Date-&-CounWTax-Map-Number-!---Chapter-236-does-not.apply_toyouur-project
if you answered YES to one or more of the above,please submit Two copies of a Stormvrater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,��n Professio_nal, oent_ontractor.Othed S.C.T.M. *: 11000 Daly
ark
NAME _ o_ 1 oz� �aa)o 'lLC6
�,mo ----
Section Block Lot
3
Cmwn Inror non: � �( nQ ►OR BUILDING DEPAPTNIENT USE ONLY
� i 1 i� l�1 - -
.7dgMK,•:u.np.:
_ _ — Reviewed By:
Property Address/Location of Construction Work: — Date:— — — _ _ _
JD (v� � ( ,n �� Approved ror processing Budding Permit.
Y 9[J`- Stormwater Management Control Plan Not Required.
- - - - - - - - - - - - - --- - - - -
Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review),
FORM SMCP-TOS MAY 2014
pF'Sol/ `
Town Hall Annexj; Telepbone(631)765-1802
54375 Main god c�' 631)76 5
P.o.Box 1176 a rocer.richert(utao"wn sou�ioQd ny us
Soudiold,NY 11971-0959 -
O�
caUlYl`I'���
BUIMING DEPARTMENT f
TOWN OF SOUTHOLD
APP ICAT1ON FOR ELECTRICAL INSPECTION
REQUESTED BY: .'' _- ------ — -_ - - - Date: 1 -
Company Name: V r
Name:= - _}
License No.. 331577'9J
- -
Address: 0Ave, -
av A
Phone_ No.:-. -
f
JOBSITE INFORMATION: (*Indicates'required information)
*Name: �i_ �l
*Address: -
_
*Cross Street: t - 5T -y -
*Phone No.: -_ - - -
Permit No.:
Tax-Map District: - _' 1000 Section:_ Block:- - 00-_ - Lot:
-- - D��GCac�
*BRIEF DESCRIPTIO F W RKPlease Print Clearly) ( r�`
- a 5
LQ 9 - -_-
(Please Circle All That Apply)
*Is job ready for inspection: YES'/ NO Rough in Final
*Do.you need a Temp Certificate: YES! NO
Temp Information(If.needed)
*Service Size: 1•Phase 3Phase 100' 150 200 300 350 400 Other
*New Service: Re-connect ' Underground Number of Meters Change of Service Overhead lig.1'
Additional Information: PAYMENT DUE WITH.APPLICATION
Al
82°Request for Inspection Form
., 'o. , - �- y_•,' i3,t'.i; ';'roti t£nj:�y'i" -�`(� ,
t, �
SUFFOLK COUNTY DEPT OF LABOR, ;
LICENSING&CONSUMER AFFAIRS
MASTER
` ELECTRICIAN 1
S SAMYA MOUNAS
This certifies that the
bearer is duty SUNRUN INSTALLATION SERVICES INC
licensed by the '
County of Suffolk "`—�
33878-ME 10/D1/2003
10/01/2019
emwt�.r:5111
Nlll..,�N;Q-0!�14;10 I—N.
g it
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Va M; M w.
15 t
Suffolk County Department of Labor
Licensing &
ConsumerAffairs
" Alum VETERANS MEMORIALORIAL HIGHWAYGHWAY
HAUPPAUGE, NEW YORK 1788
DATE ISSUED:
10/1/2003
No. 338�8-ME
SUFFOLK COUNTY
Master Electrician License
15 ,11 Tit
,� «a 1 This is to certify that
doing business as SAMY A MOUNAS
SuNRUN INSTALLATION STA N SERVICES INC
having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in ac-
s Icordanceit
w J
ith and subject to the provisions of applicable laws,rules and regulations of
I the County of Suffolk,State of New York.
Additional Businesses
NOT VALID WITHOUT
DEPARTMENTAL SEAL
AND A CURRENT
CONSUMER AFFAIRS
ID CARD
Acting Commissioner
41
,7-,09WWN
AP R VED ASNO ED
DATE: B.IP._ d f ELECTRICAL
FEE: 5blk BY: INSPECTION REQUIRED
NOTIFY BUILDING DEPARVINTF AT
765-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
.FOR POURED CONCRETE
2:ROUGH'=`FRAMING & PLUMBING
3. -INSULATION RETAIN STORM WATER RUNOFF
4. FINAL - CONSTRUCTION MUST PURSUANT TO CHAPTER 236
BE COMPLETE FOR C.O. OF THE TOWN CODE.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
141449 TOWN ZBA---
SQITf fi/0tBi8NNIlaIG.fl�AR Q
USIEES
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
_OF OCCUPANCY
r-D
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structural
July 23,2018 ENGINEERS
Sunrun Inc.
133 Technology Dr,Suite 100
Irvine,CA,92618
Subject:Structural Certification for Installation of Solar Panels
Job Number:18-06963
Client:Ekta Bushell-211R-060BUSH
Address:3060 Willow Terrace LN,Orient,NY 11957
System Specifications:
Total System Size:725OW DC,760OW AC; Panel Specs:(25)REC Solar:REC209TP2 BLK
Racking System: SnapNRack RL;Flashtrack Comp
Inverter Specs:(1)Solaredge Tech nologies:SE7600H-US SnapNrack Series 100 UL;Flashed L Foot
Attn.:To Whom It May Concern
A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc..
From the field observation of the property,the existing roof structure was observed as follows:
The existing roof structure consists of:
• 1 Layer Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at
approximately 40 degree and have a maximum projected horizontal span of 14 ft 5 in between load bearing supports.
• 1 Layer Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at
approximately 40 degree and have a maximum projected horizontal span of 14 ft 5 in between load bearing supports.
• 1 Layer Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 3.The rafters are sloped at
approximately 40 degree and have a maximum projected horizontal span of 8 ft 8 in between load bearing supports.
Design Criteria:
• Applicable Codes=2015 IRC with 2017 NYSUCS irlttd'
National Electric Code 2014(NEC 2014)
• Ground Snow Load=20 psf;Roof Snow Load=10.4 psf ARRAY 1;10.4 psf ARRAY 2;10.4 psf ARRAY 3
• Roof Dead Load=7.8 psf ARRAY 1;7.8 psf ARRAY 2;7.8 psf ARRAY 3
• Basic Wind Speed=130 mph Exposure Category D
As a result of the completed field observation and design checks:
• ARRAY 1:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no
structural upgrades are required.
• ARRAY 2:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no
structural upgrades are required.
• ARRAY 3:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no
structural upgrades are required.
I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel
supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in
accordance with the 2015 IRC with 2017 NYSUCS including Town of Islip,Local Code:LIUSPI
OF NEIN
If you have any questions on the above,do not hesitate to call. K• ZAOti���
Sincerel ,
� xPO-91365�
AROFEss�oNP
PAUL CHER,SE 1478 Stone Point Drive,Suite 190, Roseville, CA 95661
T 916.961.3960 F 916.961.3965 W www.pzse.com
Experience I Integrity I Empowerment
structural
July 23,2018 ENGINEERS
Sunrun Inc.
133 Technology Dr,Suite 100
Irvine,CA,92618
Attn.:To Whom It May Concern
re:Job 18-06963 : Ekta Bushell-21111-060BUSH
The following calculations are for the structural engineering design of the photovoltaic panels located at
1060 Willow Terrace LN,Orient, NY 11957.After review,Paul Zacher certifies that the roof structure has
sufficient structural capacity for the applied PV loads.
If you have any questions on the above,do not hesitate to call. of NEl,V
K• Zq y0
CO
E:
Sincerely, �; r
O XP 7,32%;72
�91365�
AROF-SS1
Paul Zacher,S.E.
07/23/2018
x'
1478 Stone Point Drive,Suite 190, Roseville, CA 95661
T 916.961.3960 F 916.961.3965' W,',.�Jww.pzse.com
Experience t Integrity j ,EmobvVerment
'PZH
Project: Ekta Bushell--Job#: 18-06963
Date: 7/23/2018 Engineer. PZSE
Gravity Loading
Roof Snow Load,Calculations-
pg=Ground Snow Load= 20 psf
--- - ----- -----
CeV Exposure Factor= 0.9 (ASCE7-Table?-2)
---- ---------
_ =Thermal Factor= _ (ASCE7-Table 7-3)
I=Importance Factor= 1
Pf=0.7 Ce Ct I Pg 14 psf (ASCE7-Eq 7-1)
_l - -where p.:5 20 psf,Pf min=I x pg= - NSA
where pB>-i0 psf,Pf min=20 x I= _ N/A
Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less
than 15-.
Therefore -
_ - ,pf=Flat Roof Snow Load 14 psf
Ps = -_ '
- - -_ = Pr _ - - - - - - '(ASCE7-Eq 7-2)
Cs=Slolie Factor= 0.750 ARRAY 1
Cs=Slope Factor= 0.750 ARRAY 2
Cs=Slope Factor-= 0.750 ARRAY 3
Ps=Sloped Roof snow load= 10.4 psf ARRAY 1
Ps =Sloped Roof Snow Load= 10.4 psf ,ARRAY 2
Ps=Sloped Roof Snow Load= 10.4 psf 'ARRAY 3
-PV."Dead Load,=3 psf(Per Sunrun Inc.)
R09 Live Load; 13.93 y psf ARRAY 1
Roof,uve Load r 13 93 psf, ARRAY 2
,-Roof Live°Load;- .._.... 19 ;,psf r ' ARRAY 3
Note:Roof live load is removed in area's covered by PV array.
[ ROof<DeadLoad ARRAY 1
1 Layer Composition Shingle 2.00
1.50
_2x10 Rafters @ 24"o.c. -
__� Vaulted Ceiling 0.00- (Ceiling Not Vaulted)
Miscellaneous -0.23
Total Roof DL ARRAY 1 5.0 psf
DL Adjusted to 40 Degree Slope 6.5 psf
• ° Roof,Dead Load:ARRAY2: ,
1 Layer Composition Shingle 2.00
Roof PI
-- ---- ------ - - -_._-ywood ------- ------- -�_------ -150----- -
2x10 Rafters @ 24"o.c. _1.2_7 _
Vaul -
�__ted Ceiling.__.. _ _ 0.00 !(Ceiling Not Vaulted)
Miscellaneous _ 0.23 -
Total Roof DL ARRAY 2 5.0 psf
DL Adjusted to 40 Degree Slope 6.5 psf
,Roof Dead load ARRAY 3'
1 Layer Composition Shingle 200
- - - -
Roof Plywood
--1.50 -
- - --- - - - - -- - - - - -
- - - 2x10 Rafters @ 24"o.c. 1.27
_ Vaulted Ceiling q 0..00 (Ceiling Not Vaulted)
Miscellaneous 0.23
Total Roof DL ARRAY 3 S.0 psf
DL Adjusted to 40 Degree Slope 6.5 psf
2of7
Project: Ekta Bushell--Job#:18-06963
PZ8 Date: 7/23/2018 Engineer. PZSE
Wind Calculations
PerASCE 7-10 Components and Cladding.77 ;
Input,Varlables
Wind Speed 13.0_mph
Exposure Category D -Y
Roof Shape Gable
Roof Slope .-,40degrees-
Mean Roof Height 25 ft
Building Least Width 30 ft _
Effective Wind Area 13.0 sf
Roof Zone Edge Distance,a 3A ft
Controlling C&C Wind Zone Zone 3
.,Design Wind-Pressure Calculations
Wind Pressure P=gh•(G•Cp)
'qh,=0.00256•Kz•Kzt'KdVA2-
Kz(Exposure Coefficient)= 1:12 _ (Table 30.3-1)
Kzt(topographic factor)= 1_ .__._ (Fig.26.8-1)i
�Kd'(Wind Directionality Factor)= 0.8S (Table 26.6-1)
V(Design Wind Speed)'
130 mph (Fig_26.5-1A)
--Risk Category= II (Table 1.5-1)
-------
0.6`gh= 24.71 I
Standoff,Uplift C_a_Iculatfor_is,.:: i
Zone 1 Zone 2 Zone 3 Positive
!_ -1.19_ 0.90
Uplift Pressure= -24.55 psi -29.49 psf -29.49 psf 22.16 psf
Attachment Dead Load= 3.00 psf_ ____3.qpsf� 3.00 psf
Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft
Longitudinal Length= 3.25 ft 3.25-ft 3.25 ft
h
FAttacment Tributary Area= 13.00 sf 13.00 sf 13.00 sf
_-Attachmeni Uplift= -296 lb -360 lb -360 lb
'- a `k>< Lag Screw Uplift Capacity:thecli <
Fastener= 5/16 inch
_ Number of Fasteners='i
Minimum Threaded Embedment Depth= 2.5 inch
Withdraw Capacity Per Inch= 2051b (NDS Eq 12_2-1)
Allowable Withdraw Capacity= 820 Ib (NDS Eq 11.3-1)
820 Ib capacity>360 Ib demand Therefore„OK '
r wear�CagcSCheck
Embedment Depth Reduction Factor 1
Snow Lateral Force=-_112 Ib
Attachment Lateral Capacity= 288 Ib (NDS Table 12K)
287.5 Ib capacity>112 lb demand,Therefore,OK
3 of 7
P 7ii Project: Ekta Bushell--Job#: 18-06963
Date: 7/23/2018 Engineer. P.ZSE
Framing Check
ARRAY 1 PASS
w=47plf
Dead Load 6.5 psf
PV Load 3.0 psf
Live Load 13.9 psf 2z10`Rafters @:24
Member Span=14'-5"
Governing Load Comb. DL+LL Note:Attachments shall be Staggered.
Total Load 23.4 psf
Member Properties
Member Size S(in-3) I(in^4) Lumber Sp/Gr Member Spacing
2x10 21.39 98.93 SPF#2 @ 24"o.c.
Check Bending Stress
Fb(psi)= f b x Cd x Cf , x "Cr (NDS Table 4.3.1)
875 x 1.25 x 1.1 x 1.15
Allowed Bending Stress=1383.5 psi
Maximum Moment = (wL^2)/8
= 1217.47 ft#
= 14609.6 in#
Actual Bending Stress=(Maximum Moment)/S
=683 psi
Allowed>Actual--49.41 Stressed -- Therefore,OK
Check Deflection
Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS)
= 1.441 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I)
= 0.329 in
= L/526 < L/120 Therefore OR
Allowed Deflection(Live Load) = L/180
0.961 in
Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I)
0.196 in
L/883 < L/180 Therefore OK
Check Shear
Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A)
Allowed Shear = Fv*A = 1873 lb Max Shear(V)=w*L/2 = 3381b
Allowed>Actual--18.1%Stressed -- Therefore,OK
4of7
3
,.t
Project: Ekta Bushell --Job#: 18-06963
PZH Date: 7/23/2018 Engineer: PZSE
Framing Check
ARRAY 2 PASS
w=47 plf
Dead Load 6.5 psf
PV Load 3.0 psf
Live Load 13.9 psf _ _ 2x10'Rafters@ "� O
24:o:c.
Q
Member Span 14'-5"
Governing Load Comb. DL+LL Note:Attachments shall be Staggered.
Total Load 23.4 psf
Member Properties
Member Size S(in A3) 1 (in A4) Lumber Sp/Gr Member Spacing
2x10 21.39 98.93 SPF#2 @ 24"o.c.
Check Bending Stress
Fb(psi)= f b x Cd x Cf x Cr (NDS Table 4.3.1)
875 x 1.25 x 1.1 x 1.15
Allowed Bending Stress=1383.5 psi
Maximum Moment = (wLA2)/8
= 1217.47 ft#
= 14609.6 in#
Actual Bending Stress=(Maximum Moment)/S
=683 psi
Allowed>Actual-49.4%Stressed -- Therefore,OK
Check Deflection
Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS)
= 1.441 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*1)
= 0.329 in
= L/526 < L/120 Therefore OK
Allowed Deflection(Live Load) = L/180
0.961 in
Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I)
0.196 in
L/883 < L/180 Therefore OK
Check Shear
Member Area= 13.9 in A2 Fv(psi)= 135 psi (NDS Table 4A)
Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 338 Ib
Allowed>Actual--18.1%Stressed -- Therefore,Olt
5of7
Project: Ekta Bushell--Job#: 18-06963
PZH Date: 7/23/2018 Engineer. PZSE
Framing Check
ARRAY 3 PASS
w=47 plf
Dead Load 6.5 psf
PV Load 3.0 psf
Live Load 13.9 psf _;} 2x10 Rafters
o
Member Span=8'-8"
Governing Load Comb. DL+LL Note:Attachments shall be Staggered.
Total Load 23.4 psf
Member-Properties
Member Size S(in A3) I(inA4) Lumber Sp/Gr Member Spacing
2x10 21.39 98.93 SPF#2 @ 24"o.c.
Check Bending-Stress
Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1)
875 x 1.25 x 1.1 x 1.15
Allowed Bending Stress=1383.5 psi
Maximum Moment = (wLA2)/8
=439.978 ft#
= 5279.74 in#
Actual Bending Stress=(Maximum Moment)/S
=246.9 psi
Allowed>Actual-17.9%Stressed -- Therefore,OK
k Check.Deflection .
Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS)
= 0.866 in
Deflection Criteria Based on = Simple Span
Actual Deflection(Total Load) _ (S*w*LA4)/(384*E*I)
= 0.043 in
= L/2419 < L/120 Therefore OK
Allowed Deflection(Live Load) = L/180
0.577 in
Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I)
0.050 in
L/2080 < L/180 Therefore OK
Check Shear
Member Area= 13.9 inA2 Fv(psi)= 135 psi (NDS Table 4A)
Allowed Shear = Fv*A = 18731b Max Shear(V)=w*L/2 = 2031b
Allowed>Actual--10.9° Stressed -- Therefore,OK
6of7
Project: Ekta Bushell--Job M 18-06963
® Date: 7/23/2018 Engineer. PZSE
Lateral Check:2015 IEBC
Existing Weight of'Effected,Building
Level Area Weight(psf) Weight(lb),
Roof 1800 sf 6.5 psf 11700 1b,
Ceiling _1800 sf 6.0 psf 10800 Ib
Wood Siding_ 1500 sf 5.0 psf 7500 Ib (16.75'Wall Height
Int.Walls 750 sf 6.0 psf 4500 Ib
Existing Weight of Effected Building 34500 lb
Proposedweigh- f-,PV'System
Weight of PV System(Per Sunrun Inc.) 3.0 psf
Approx.Area of Proposed PV System 444 sf i
Approximate Total Weight of PV System 1332 Ib
. _ ,,,�,• -.�a.-x:10%'Compa�ison�l- - - -� ,
10%of Existing Building Weight(Allowed) 3450 Ib
--- -- - - ----- -- --- --- -- - - - - --- -- - -- --- -
Approximate Weight of PV System(Actual) 1332 Ib_
Percent Increase 3.9%
34501b>1332 Ib,Therefore OK
Per IEBC 402.4&403.4 and by inspection,portions of the roof that are
impacted by installation of the array will be subject to a net reduction in design
loading. Therefore,the existing structure may remain unaltered.
- 7 of 7
�i!
SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS
• SYSTEM SIZE:726OW DC,760OW AC • ALL WORK SHALL COMPLY WITH NEC 2014,2017 NYSUC,MUNICIPAL CODE, SOLAR MODULES PAGE N DESCRIPTION
• MODULES:(25)REC SOLAR REC29OTP2 BLK AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONSSE SERVICE ENTRANCE PV-1 0 COVER SHEET
. INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014
(1)SOLAREDGE TECHNOLOGIES SE760OH-US WITH . ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 PV-2 0 SITE PLAN
REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3 0 LAYOUT SNR RL
• RACKING: GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35
OPTION 1:SNAPNRACK RL;FLASHTRACK COMP SEE . MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 PV-3 OB LAYOUT SNR S100
DETAIL SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 SP SUB-PANEL SNR B MOUNT [PVE-31A MOUNTING DETAIL
OPTION 2:SNAPNRACK SERIES 100 UL;FLASHED L FOOT • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 SNR A MOUNT
SEE PEN D03 . SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II MOUNTING DETAIL
MODULES,ARE CLASS A FIRE RATED LCPV LOAD CENTER CHIMNEY ELECTRICAL
• RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALLCONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 69012(1) Q ATTIC VENT SIGNAGE
• CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(G) SM SUNRUN METER
• ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT � FLUSH ATTIC VENT
• 9 71 AMPS MODULE SHORT CIRCUIT CURRENT
• 15 17 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(a)8 690 8(b)) PM DEDICATED PV METER
• ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES 0 PVC PIPE VENT
•• 2017 NEW YORK STATE UNIFORM CODE(2017 NYSUC) INVERTER(S)WITH
•• 2015 INTERNATIONAL RESIDENTIAL CODE(2015 IRC) INV INTEGRATED DC ® METAL PIPE VENT
•• 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT(2017 NYSUCS) INTEG ATED DC AFCI of NEl1rY
•• TOWN OF ISLIP,LOCAL CODE CHAPTER 68-24 PERMITS,SECTION G ® T-VENT K Z4 O
C
LONG ISLAND UNIFIED PERMIT INITIATIVE(LIUSPI) ( ) AC AC DISCONNECT(S) C-1
E 7!' ytp
•• NATIONAL ELECTRIC CODE 2014(NEC 2014) SATELLITE DISH
BUILDING PLAN REVIEW NOTE
TOWN OF ISLIP BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DC DC DISCONNECT(S) FIRE SETBACKS
v 1
DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF I� p� 11
p 138b
THE TOWN OF ISLIP AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE CB SSIO
ROFENP�
OF THE STATE OF NEW YORK THIS REVIEWDOES NOT GUARANTEE Q COMBINER BOX HARDSCAPE
COMPLIANCE WITH THAT CODE THE SEAL AND SIGNATURE OF THE DESIGN For Structural Only
BEST OF THE LICENSEE'S BELIEF AND INFORMATION,THE WORK IS IN THIS
PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE IBEST EQUIPMENT —PL— PROPERTY LINE
L J SHOWN AS DASHED
DOCUMENT
IS ACCURATE, SCALE NTS
CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF AC ALT
SUBMISSION, ERNATING CURRENT s u n r u n
CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO AFCI ARC FAULT CIRCUIT INTERRUPTER
VICINITY MAP THE SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, AZIM AZIMUTH
- IS THE RESPONSIBILITY OF THE LICENSEE COMP COMPOSITION
DC DIRECT CURRENT
1 THIS PROJECT MUST MEET AND ACHIEVE. (E) EXISTING 54139-ME
A DESIGN CRITERIA FOR TOWN OF ISLIP IS IN CONFORMANCE WITH THE EXT EXTERIOR 15 WTM Ave wc1 WUR NY 11M
RC301.1 OR ASCE7 AS PER THE REFERENCED STANDARDS WIND FRM FRAMING P-WEA09 sQw7
^e,, SPEED DESIGN IS 130MPH. INT INTERIOR
B THE ROOF STRUCTURE MUST BE STRONG ENOUGH TO SUPPORT THE LBW LOAD BEARING WALL CUSTOMER RESIDENCE
ADDITIONAL WEIGHT OF THE SOLAR UNITS MAG MAGNETIC EKTA BUSHELL
C THE MOUNTING BRACKETS AND HARDWARE MUST MEET OR EXCEED MSP MAIN SERVICE PANEL 1060 WILLOW TERRACE LN
,Y� NYS CODE REQUIREMENTS FOR THE DESIGN CRITERIA FOR THE TOWN (N) NEW ORIENT NY USA 11957
Trr ,i � OF ISLIP. NTS NOT TO SCALE TEL(B17)388-1378
D THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF MUST MEET OR OC ON CENTER APN —
.0 r! EXCEED NYS RESIDENTIAL CODE REQUIREMENTS. PRE-FAB PRE-FABRICATED
2 THE ROOF MOUNTING BRACKETS ARE TO BE SECURED TO THE ROOF PSF POUNDS PER SQUARE FOOT PROJECT NUMBER
RAFTERS. PV PHOTOVOLTAIC 211R-060BUSH
3.ALL WORK MUST COMPLY WITH 2017 NEW YORK STATE UNIFORM CODE TL TRANSFORMERLESS
(NYSUC 2017) TYP TYPICAL DESIGNER (849)823-7438
V VOLTS DEREK CARTWRIGHT
ANY PLUMBING VENTS THROUGH ROOF ARE NOT TO BE CUT OR COVERED OVER W WATTS SHEET
DURING PANEL INSTALLATION ANY MODIFICATION OR RELOCATION OF VENTS REV NAME DATE COMMENTS
WILL REQUIRE A PLUMBING PERMIT AND INSPECTIONS COVER SHEET
REV A 1 7/23/2018
PAGE PV-1.0
SITE PLAN-SCALE=3164"=1'0" ARRAY TRUE MAO PV AREA
PITCH AZIM AZIM (SOFT)
® _ AR-0140' 31' 43' 1258
AR-02 0. 211* 223' 2516
AR-03 40' 211' 223' 719
GROUND �"-44,
ACCESS POINT P A`
FIRE SETBACKS
(3 TYP) ° ° OK Ze
FIRE SETBACKS V 0, .P
(18"TYP) ° o ��t
r
(N)ARRAY AR-03
° GROUND vo13652
ACCESS POINTOfESSIDNP�
(N)ARRAY AR-01
Q'
rM�
SE O sunrun
LLCTNV
R (N)ARRAY AR-02 54139-ME
Q' (E)RESIDENCE iacwawmAve HICKWUENY11M
_ \ awNe eoeaanmr
FM8452 E=
CUSTOMER RESIDENCE
EKTA BUSHELL
1060 WILLOW TERRACE LN
\ ORIENT USA 11957
<" TEL(917)36565-1378
APN 9—
PROJECT NUMBER
211R-060BUSH
DESIGNER (949)623-7436
DEREK CARTWRIGHT
SHEET
SITE PLAN
REV A 1 712312016
PAGE PV-2.0
ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD DESIGN CRITERIA
EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG
AR-01 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 3 STORY ATTIC WOOD RAFTER 2 X 10 10'-0 16" 3 9' 4'-0" 1'4" MODULES:
REC SOLAR REC290TP2 BLK
AR-02 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 3 STORY ATTIC WOOD RAFTER 2X 10 10'-0" 16" 3 9' 4'-0" 1'-4" MODULE DIMS:
-03 COMP SHINGLE FLA9HTRACK coMP SEE DETAIL SD-00708 3 STORY ATTIC WOOD RAFTER 2 X 10 6'-4" 16" 3 9' 4'-0" 65 94"x 39 25"x 1.49"(38mm)
1'-0PS:
" MODULE CLAM
D1-AR-01-SCALE:1/8"=1'-0" 4"
AZIMPITCH31�° Portrait B CAM-3'- 11 —T—} Landscape 4 9"-9.8"
® 1,$„ I MAX DISTRIBUTED LOAD:3 PSF
SNOW LOAD:20 PSF
WIND SPEED:
130 MPH 3-SEC GUST
LAO SCREWS:
- 4'TYP - OF NE
9 11 W NOTES 6" 2 5"MIN EMBEDMENT
y K ZgCy�0 INSTALLERS TO VERIFY RAFTER
?* SIZE,SPACING AND SLOPED
r SPANS,AND NOTIFY E 0 R OF
ANY DISCREPANCIES BEFORE
PROCEEDING
7'-g" v��136� 2 PENETRATION SPACING:
OFESSIONP� FULLY STAGGERED
ROW SPACING:
1 00"BETWEEN ROWS
D2-AR-02-SCALE:1/6"=1'-0" COLUMN SPACING:
PITCH:401 0 75"BETWEEN COLUMNS
AZIM:211° 22'-1" - 1'7" WEATHERING:
SEVERE
® 1$° WIND EXPOSURE
- 4'TYP - CATEGORY:
B
CLIMATE ZONE:
16'-7" 4A
- sun run
16'-8"
16'-7"
54139-ME
D3-AR-03-SCALE*3/16"=11-0" CUSTOMER RESIDENCE
PITCH:40° -3'-2"- 11' 1_g}_ EKTA BUSHELL
AZIM'211° I 1080 WILLOW TERRACE LN
® I ORIENT NY USA 11957
a. TEL(917)365-1376
-4'7YP- APN#—
PROJECT NUMBER
211R-060BUSH
DESIGNER (949)623-7438
6�7" DEREK CARTWRIGHT
SHEET
LAYOUT
— REV A.1 7/23/2018
PAGE PV-3.0
ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX Moo DESIGN CRITERIA
EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG
AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03 3 STORY ATTIC WOOD RAFTER 2 X 10 101-01, 16" 39, 4'-0" V-4" MODULES:
REC SOLAR REC290TP2 BLK
AR-02 COMP SHINGLE FLASHED L FOOT SEE PEN D03 3 STORY ATTIC WOOD RAFTER 2 X 10 10'-0" 16" 3 9' 4'-0" 1'-4" MODULE DIMS-
AR-03 COMP SHINGLE FLASHED L FOOT SEE PEN D03 3 STORY ATTIC WOOD RAFTER 2 X 10 6'-4" 16" 3 9' 4'-0" 1'4" MODULE CLAMPS:
9"(38mm)
01-AR-01-SCALE:1/8"=1'-0" Portrait 8 2" 18 4"
PITCH:40°
AZIM:31° �'-3'- —16'-7'- -t1'-5" Landscape 4 9"-9 B"
I MAX DISTRIBUTED LOAD:3 PSF
� 1111111111111101 SNOW LOAD:20 PSF
=?4'TYPQ-- o— WIND SPEED:
130 MPH 3-SEC GUST
-e- —O — °— LAO SCREWS:
°— e— 5/16"x35"25"MIN EMBEDMENT
pF NFW
NOTE:
K Z yp INSTALLERS TO VERIFY RAFTER
C2 Apy� P� SIZE,SPACING AND SLOPED
—a — • P ♦ SPANS,AND NOTIFY E O R OF
cr ANY DISCREPANCIES BEFORE
PROCEEDING.
ro z
OFESS ON PENETRATION SPACING:
STAGGERED
WEATHERING:
D2-AR-02-SCALE:1/8"=1'•0" SEVERE
PITCH:40° WIND EXPOSURE
AZIM:211° -f - V-7" CATEGORY:
CLIMATE ZONE:
—0 _ o— s 4A
e- —d -
- sunrun
16'-7"
_o___ 64139-ME
11' 1' 10 Ct�7 LC0 E10AVE MCKMU9 W 17801
W 8191881072
03-AR-03-SCALE:3/16"=1'-D" CUSTOMER RESIDENCE
PITCH:40° —3'-2"— 11' 1'8"- EKTA BUSHELL
AZIM:211° 1060 WILLOW TERRACE LN
® I ORIENT NY USA 11957
3�^ TEL(917)385-1376
APN 0—
4'TYP PROJECT NUMBER
211R-060BUSH
$ $ DESIGNER (949)623-7438
8-7" DEREK CARTWRIGHT
SHEET
�— — o— — LAYOUT
REV A 1 7/23/2018
PAGE PV-3.0
�'v=
SNAPNRACK RL FLASHTRACK COMP MOUNTING
Rev Date
6/18°UMBRELLA LAG SCREW MUST EMBED 2-1/2" A 6/19/2017
INTO THE ROOF STRUCTURAL MEMBER/RAFTER 5/16"UMBRELLA FLASHTRACK COMP
- LAG SCREW
5116"STAINLESS STEEL UMBRELLA GASKET
UMBRELLA LAG SCREW (SHADED GRAY)
2-1/2"MINIMUM ROOFING
EMBEDMENT MATERIAL
ROOF SHEATHING FLASH TRACK SHOULD BE ORIENTED
- NO MORE THAN 3 DEGREES FROM ROOFING
PARALLEL TO RAFTER
FLASHTRACK COMP FLASHING SHOULD
COMP MATERIAL
EXTEND TO END OF FLASHING
SHINGLE COURSE
COMP FLASHING FLASHTRACK O
r, (HATCHED) COMP
- RAFTER
COMP FLASHING SLIP DETAIL A
ROOF
FLASHING UNDER ROOFING O \ DECKING
SHINGLE ABOVE MATERIAL 2-1/2"MIN
EMBEDMENT
INTO STRUCTURAL
/(�v �` MEMBER
-A sunrun
64139-ME
16 CHARWTTE AVE,HCMVM15 NV I leaf
PHONE/ '06610.0487 FAX 842682M2
CUSTOMER RESIDENCE
EKTA BUSHELL
1060 WILLOW TERRACE LN
ORIENT NY USA 11957
_ - COMPLETED INSTALLATION TEL.(e17)365-1376
RAFTER(TYP.) ROOF SHEATHING, SECTION VIEW APN*—
,ROOF ATTACHMENTS UNDERLAYMENT,AND PROJECT NUMBER
- SHALL ALWAYS BE ROOFING MATERIAL 2118-060BUSH
EMBEDDED INTO ROOF OF NE(1.
'RAFTERS OR OTHER (TYP') K Zq�yo DESIGNER (949)623-7438
STRUCTURAL MEMBERS C_ yFP DEREK CARTWRIGHT
r- SHEET
MOUNTING DETAIL
ONP\�c� REV A 1 7123/2018
PENETRATION DETAIL, FLASHTRACK COMP - RAILESS 1.5 FESS PAGE PV-3.1A
5/16"0-18 X 1/4"-S S FLANGE NOTES
Rev Date
BOLT • 5/16"0 S S.LAG SCREW MUST EMBED 5/16"0-18 X 1-1/4" G 11/28/2017
2-1/2"INTO ROOF STRUCTURAL S S.FLANGE BOLT STEP 3 PLACE L-FOOT ON
SNAPNRACK COMPOSITION MEMBERS/RAFTERS SNAPNRACK TOP OF FLASHING AND
L-FOOT CAN BE MOUNTED
• TORQUE ALL 5/16"0 HARDWARE TO THE CHANNEL NUT TIGHTEN NUT STEP 2 SLIP FLASHING OVER
FOLLOWING
IN ANY ORIENTATION .. SILVER S.S.10-16 FT-LBS 5/16"0-18 S.S. L-FOOT BASE AND UNDER
ROW OF SHINGLES ABOVE
•• BLACK S.S.7-9 FT-BLS FLANGE NUT
SNAPNRACK 5/16"0-18 S S. • RAILS CAN MOUNT TO EITHER SIDE OF
CHANNEL NUT FLANGE NUT L-FOOT(UPSLOPE VS DOWNSLOPE)
— SNAPNRACK
STANDARD RAIL
SNAPNRACK 92 DEG
COMPOSITION L-FOOT
® SNAPNRACK
COMPOSITION
-SNAPNRACK FLASHING
STANDARD-RAIL
STEP 1 BOLT L-FOOT BASE TO
5/16"0 S.S.LAG SCREW ROOF WITH LAG BOLT SEAL
5/16"0 S.S.FLAT WASHER PENETRATION AND UNDER
BASE WITH CHEMLINK M-1
SEALANT
SNAPNRACK L FOOT BASE ROOF DECKING TYP
sunrun
54139-ME
m CWLOTTEAve HkCKSVUE NY IIMI
Panus acs em 507
M 502552D22
COMPLETED INSTALLATION CUSTOMER RESIDENCE
EKTA BUSHELL
1060 WILLOW TERRACE LN
FLASHED L FOOT MOUNTING POINT FOR USE ON ORIENT NY USA 11957
COMPOSITION ROOF SURFACES WITH LOW TO OF Ne TEL(917)365-1376
MODERATE TILT.
y K 2gCy�Op APN N—
RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO • P► PROJECT NUMBER
`-
LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL 211R-0608USH
—
L.EVELING. "
Po 136 �� DESIGNER
EK CARTWRIGHT9)623-7438
- . . _ _ �OFEssIoNP
SHEET
-. MOUNTING DETAIL
REV A 1 7/23/2018
S100 PEN-D03: FLASHED L-FOOT TO RAFTER PAGE PV-3.113
120/240 VAC
SINGLE PHASE
SERVICE
O METER It
M PSEGLI96962317
UTILITY ACCOUNT#9682003552
GRID
SUPPLY SIDE TAP
4
EXISTING 150A (N)70A PV SOLAREDGE TECHNOLOGIES
MAIN BREAKER LOAD CENTER (N)LOCKABLE SE760OH-US WITH REVENUE
1 NO LOADS TO BLADE TYPE GRADE METERING
BE INSTALLED* AC DISCONNECT 7600 WATT INVERTER JUNCTIONBOX
—� EXISTING 40A BREAKER 3 3 2 OR EQUNALENT 1 PV MODULES
1BOA _ REC SOLAR REC29OTP2 BLK
r� MAIN o� `r ._ .� + // (25)MODULES
FACILITY — ¢/ OPTIMIZERS WIRED IN
PANEL ---
LO (1)SERIES OF(11)OPTIMIZERS AND
• ADS F.aurV
GRo (1)SERIES OF(14)OPTIMIZERS
SQD QO24L7OFCP, SQUARE D LOAD RATED OC DISCONNECT
70AMP,120!240,1PH DU222RB WTH AFCI,RAPID SHUTDOWN
2SP,4CR,NEMA-1 3R,BOA,2P COMPLIANT SOLAREDGE POWER OPTIMIZER
1201240VAC P320
CONDUIT SCHEDULE NOTES TO INSTALLER:
# CONDUIT CONDUCTOR NEUTRALGROUND 1 14 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE
2 CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN
1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE CONDUCTORS ARE FIELD INSTALLED
2 1"PVC OR EQUIV (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2
3 1"PVC OR EQUIV (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/fHWN-2 s u n ru n
4 1"PVC OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2
54139-ME
15 Cw .ITS AVe.MKMLE W 11m1
w NE em_-w eaa7
FM 84725&=23
OF NE(y CUSTOMER RESIDENCE
y EKTA BUSHELL
NOTE,MUST COMPLY WITH NEC 2014 vK Z4Cy 4p 1060 WILLOW TERRACE LN
ORIENT NY USA 11957
P320 OPTIMIZER CHARACTERISTICS: TEL(917)365-1376
MODULE CHARACTERISTICS MIN INPUT VOLTAGE 8 VDC APN O_
REC SOLAR REC29OTP2 BLK 290 W MAX INPUT VOLTAGE 48 VDC °0 �P2 PROJECT NUMBER
<'�
OPEN CIRCUIT VOLTAGE 38 8 V MAX INPUT ISC 11 ADC 9138'
MAX POWER VOLTAGE 32 1 V MAX OUTPUT CURRENT 15 ADC ARpFESSIONP� 211R-0BOBUSH
SHORT CIRCUIT CURRENT 9 71 A DESIGNER (949)623-7438
_ SYSTEM CHARACTERISTICS-INVERTER 1 For Structural Only DEREK CARTWRIGHT
SYSTEM SIZE 7250 W SHEET
SYSTEM OPEN CIRCUIT VOLTAGE 14 V
SYSTEM OPERATING VOLTAGE 400 V ELECTRICAL
MAX ALLOWABLE DC VOLTAGE 480 V
SYSTEM OPERATING CURRENT 18 12 A REV A 1 7/23/2018
SYSTEM SHORT CIRCUIT CURRENT 30A PAGE PV-4.()
INVERTERI
_ NOTES AND SPECIFICATIONS
Q! WARNING �QU •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE
'¢��` •• 1B 12 110 21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR
ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARDI-ImamillmiuTEQUIPPED WITH IF REQUESTED BY THE LOCAL AHJ
•• •• • a00 .SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE
DO NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED MAXIMUM SYSTEM VOLTAGE: aeoi RAPID SHUTDOWN WORDS,COLORS AND SYMBOLS
TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDEDMAXIMUM
•LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING
�• 30 .� METHOD AND SHALL NOT BE HAND WRITTEN
SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT
THE OPEN POSITION UNGROUNDED AND ENERGIZED LABEL LOCATION UTILITY SERVICE ENTRANCEIMETER,INVERTERIDC INVOLVED
INVERTER(S),DC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535 4-2011,PRODUCT SAFETY
LABEL LOCATION LABEL LOCATION PER CODE(S)CEC 2016 690 53,NEC 2017 890 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED
' INVERTERS,AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014 690 53,NEC 2011 690 53 PER CODE(S)CEC 2016 690 12,NEC 2014 69012,
() •DO NOT COVER EXISTING MANUFACTURER LABELS
. COMBINER PANEL OF APPLICABLE) ENCLOSURE OF APPLICABLE) NEC 690 58,IFC 2012 605 11 1
PER CODE(S).CEC 2016 89017(E),NEC PER CODE(S)CEC 2016 89D 5(C),NEC
2014 690.17(E),NEC 2011:690 17(4) 2014 690 5(C),NEC 2011 690 5(C)
ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY
THE DC CONDUCTORS OF THIS SOURCES.UTILITY GRID
PHOTOVOLTAIC SYSTEM ARE A
UNGROUNDED AND MAY BE AND PV SOLAR ELECTRIC
ENERGIZED SYSTEM
LABELLOCATION' LABELLOCAT10N
INVERTER(S),DC DISCONNECTS UTILITY SERVICE METER AND MAIN
PER CODE(S)-CEC 2016 690 35(F),NEC SERVICE PANEL
2014 690.35(F),NEC 2011:88035(F) PER CODE(S)CEC 2016 70512(D)(3),
NEC 2014 705 12(D)(3),NEC 2011
705 12(0)(4)
QWARININ,G WQ A60.11
INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM
DO NOT RELOCATE THIS COMBINER PANEL
OVERCURRIENT DEVICE DO NOT ADD LOADS
LABEL LOCATION LABEL LOCATIONs u n r u n
ADJACENT TO PV BREAKER QF PHOTOVOLTAIC AC COMBINER OF
APPLICABLE). APPLICABLE). BUILDING SUPPLIED BY UTILITY
PER CODE(S)CEC 2018. PER CODE(S)CEC 2018
705 12(D)(2)(3)(b),NEC 2014 70512(D)(2)(3)(c),NEC 2014
70512(D)(2)(3)(b),NEC 2011 70512(D)(7) 70512(D)(2)(3)(c),NEC 2011 70512(D)(4) GRID AND PHOTOVOLTAIC
SYSTEM
54139-ME
` • ■ ® , 15CH LOTMAVE HCKSOI NYIISM
WONE■ ■ . ■ ® FM8492B92022aB1
LABEL LOCATION CUSTOMER RESIDENCE
INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, OF NEP k.Y EKTA BUSHELL
`rAT AN E EACH
TURN,
ABOVE AND BELOW
OX CONTAINING DC CIRCUITS PENETRATIONS, y K Z4 C, 0,,p ® 1060 WILLOW TERRACE LN
ORIENT NY USA 11957
PER CODE(S),CEC 2018.890 M(G)(3),890 31(0)(4),NEC ; ? •
2014 690.31(G)(3),690.31(G)(4),NEC 2011 690 31(E)(3), Em= K ® TEL(917)385-1378
690 31(E)(4),IFC 2012:605.11 1 4 APN t—
vp�136�?P2 PROJECT NUMBER
PHOTOVOLTAIC
• • DISCONNECT
ORESSIONP� 2118-060BUSH
••
®. _ nNGACVOLTAGE: 240 VAC DESIGNER (949)623-7438
LABEL LOCATION' DISCONNECT PV EM DEREK CARTWRIGHT
AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF SHEET
SIGNAGE
INTERCONNECTION.
PER CODE(S):CEC 2018.690 54,NEC 2014 690 54,NEC LABEL LOCATION
2011 680.54 POINT OF ON
(ER CODE NEC69056(B),IN_EC70610,22537.2302(E)) REV A 1 7/23/2018
PAGE PV-5.0
REE F 6l
A
SERIES J
PREMIUM SOLAR PANELS
WITH SUPERIOR PERFORMANCE
REC TwinPeak 2 Series solar,panels feature an
innovative design with high panel efficiency and
power output,enabling customers to get the most
out of the space used for the
Combined v\ftth industry-leading product quality
and the reliability of a strong and established
European brand,REC TwinPeak 2 panels are ideal
for residential and commercial rooftops
worldwide.
I t7 :C
_"kEE7"FR�
r"'0 R E,P ot' 'ER' IMPROV ED PERFORMANCE 100% REDUCEShALANCEOF
OUTP UTPERIA 114 SHADED CONDITIONS P IDFREE
___7675L2�5[6594±011______ FF
a26I1 11 910[35 81 E ICIENCY,
- _�82 5 is 051
❑ M11900[351 a+ YEAR PRODUCT WARRANTY
7,
YEAR Ui\11EARPOWER OUTPUT-'
E.R
WARRANTY.
El
FREE
U IMPORT 64Y
11±0.2
L041±0.81
EMPE
R 205±05 T J ATURE KATtNGS,
[0 78±O 08] R
0- 1_12101471 —
Temperbibrecoeffiete'ritofP' ,0.39,%/*C
miip�
45[151 Temperatur"ecoefficlentai'Va, -0.31%/-C
Measureinwtstninnilinj 38[1.51 'r"'2�'P�—- 1
4 Temperature ',0.0 5,%/C
�oefficlehtofls, 4
dEME �CDATA
Nominal Power-P.Pp(WP) 275 280 285 290 295 Celltype: *"120 KtL HL multicrystalllne
Watt Class Sorting-(W) 0/+5 0/-5 0/'S 0/+S 0/+5
Nominal PowerVo(tage-Vmpp(V) 315 317 319 321 323 Gtziss:, 'j. ssWith
Nominal Power Current-1,,P(A) anti-reflectivesurfacetreatr�ent
874 884 895 9.05 914 t-,
Open C'ircuit Voltage-Voc(V) 382 Hig4l'
Op Backsh6e vresistantpolyes
384 386 388 390 polyolefin ccinsfili'won
Short Circuit Current-l,c(A) 930 939 949 958 965 Frame:
t>Aiibdlzedaluminum
Panel Efficiency(%) C '(Avalfabfeir
165 168 171 17.4 177
Values at standard'testconditions STC(airmass AM 15,irradiance 1000 W/rn",cell temperature 25*C) juncilbri box' '1_P'6'7rated,3-partwith3 by�ass diodes
At low trrachance of 200 w/M2(AM I S and cell temp eratu re 25'C)at least 94%of the STC module efficiency will be achieved
*Where xxx indicates the nominalpower class(P.)at STC indicated above and can be followed bythe suffix BLK forblack framed modules Conneciorsi' a.
SO-tibil MC4 PVlKBT4/PV-KST4
12AWGOinm 1 2)
Nominal Power-P.4pp(Wp) 206 210 214 218 223 1
Dperatfonattemperature:,_ -z,468�""Z
-Vmpp(V) 292 294 296 298 300
Nominal Power Voltage A VFH6��8�'Q'
maximum system Volta9LI-
1000V 14
Nominal Power Current-1,,,,(A) 7.07 715 7.24 732 743 Design Loads; 7,52 WSJ
Open Circuit Voltage-Voc(V) 35.4 356 358 360 362 (T)33,4lbsjft2f1600Pa)
Short Circuit Current ;
-Is,(A) 752 Re fiirto ins taliatic'n�manual
759 768 775 785
Nominal operating cell temperature NOCT(800 W/m�AM I S.windspeed'I m/s,ambient temperature 20°C i MaXseries fuse rating: 20A
*Where xxx indicatesthe nominal power class(P.)at STC indicated above,and can be followed by the suffix BLK for black framed modules "?, I - 11
I �Max reverse current- -il
20A
year prod uct warra nt )y
mension
I
rim
FbI .G-L:. I D 25 year linear power output warranty ArO�'
(max degression in performance of 0 7%p a from 97% i4 17.98f'M1',67m
UL 1703,Fire classification Type Z IEC 61215,IEC 6173D a fte r th a first year)
TEC 61701(Salt M ist-severity level 6),IEC 62804(Pl D Free), We h
C 62716(Ammonia Resistance),ISO 11925-2(Ignitability Class 1), Se e warranty conditions far further details kj)
UNI 8457/9174(Class A)IS090012015,ISO]4001,OHSAS18001 z
NO -ro
telsoacification's subjeciA6 changewltho'ut notice.,"
Founded in Norway in 1996,REC is a leading vertically integrated solar energy company. Through integrated manufacturing from
silicon to wafers,cells,high-quality panels and extending to solar solutions,REC provides the world with a reliable source of clean
energy. � �,� REC
y. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Eikern
company with headquarters in Norway and operational headquarters in Singapore.REC employs more than 2,000 people worldwide,
producing]4G of solar panels annually wv"v.recgroup.com
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solar=eeSingle Phase Inverters for North America
SE3000A-US/SE380OA-US/SE500OA-US/SE600OA-USI
SE760OA-US/SE10000A-US/SE1140OA-US
SE300Ud#US 1,SE38DOA-US a SESODOA-US ! SE6DODA US SE7600A US SEIDDODA US.j 5E11400A US j
OUTPUT
Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V w-
50000 240V 114DD VA
..........., �°)......
Max.AC Power Output 3300 4150 1 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA
5450 @240V.>-...., 10950,(�240V•
AC Output Voltage Min.-Nom.-Ma)
183-208-229 Vac ✓
...............................
...........
... . ................. ........✓.......
AC Output Voltage Min:Nom:Max.`'% ✓ ✓ I ✓ ✓
211-240-264 Vac ✓ ✓
..................................... ............... ... ..... ...................59 3..
....... ............... .................
requency Min:Nom:Max i" -60-60.5
Max.Continuous Output Current 12.5 ! 16 24 @ 208V 25 32 48 @ 208V f ti?"""
t..............:.:21, 240V......-•.,........ ...............�...42 Q 240V.,1......47.5,,.,,. A
GFDI Threshold
1
le"........... Thshol............................... .. es....
Utility Monitoring,(.landing Protection,Country Configurable Thresholds Yes
INPUT
Maximum DC Potiyer(STC} 4050 5100 6750 8100 10250 13500 15350 W
.•...................... ............ . .,........,...,...,.,....,..,.-....,-.Yes ,,.
rails ormer-less,Ungrounded
Max:Input Voltage Vdc
sao........................
Nom DC Input Voltage 325 @ 208V/350 @ 240V
................ ............... T. Vdc
... ........
Max.Input Current{'i 9.5 13 1 16 5 @ 208V I 33 @ 208V
240V 18 23
34 i Adc
.................... ... .............. .................. .....,.�. ..305.@.240V.�,
fvtax.Input Short Circuit Current '
.....
Reverse-Polarity Protection
..... .. .. Yes
....
roup -Fau........... Detection 1.600ke Sensitivit
Maximum Inverter Efficiency 97.7 „98.2 I 98.3 98.3 98 ..98.... gg """uo"""..
CEC Weighted Efficiency 97.5 98 97 @ 208V 9 97 @ 208V
' 7 5 97.5 975 ., /
: .-. .. 98 240V„ 97 5 @,240V, o
Nighttime Power Consumption <2.5
.....
ADDITIONAL FEATURES — __----
Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional)
Revenue Grade Data,ANS.C12.. Optional'}
Rapid Shutdown—NEC 2014 690.12
Yes
......................
................. ...........
STANDARD COMPLIANCE
.....Y.................................. ..... ..... ........UL1741,UL1699B,UL1998,CSA 22:2 ...........
.............
Grid Connection Standards IEEE1547
Emissions FCC partly class 8
INSTALLATION SPECIFICATIONS
out ut con uit size AWG ran e / 3/4"minimum/8-3 AWG
Cin input
conduit
size
ings ... ...................... minimum 16,6 AWG.
DCinputconduitsize/it.fstnngs/" """""""""""--•�•-••• ••••••••••
AWG range.............
3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-3 strings/
.... ................................... ... ...........
• 4,6 AWG,,,
Dimensions with Safety Switch3 5 x 12.5 x 10 5/ in/
,,, - 30.5 x 12.5 x 7.2/775 x 315 x 184 _
.......... ...... ..... ................ ..........�88x 315
x260,....... mm
Weight with Safety Switch 51.2/23.2 S4.7/24.7 4/40.1 Ib/kg
I
Natural •�•••"��"
' convection
Cooling Natural Convection and internal Fens(user replaceable)
fan(user
.......................................... ............... ..... replaceable)
50.....
Noise .... <25 <50
.... .... .
...... ..... .......... dBA
Min.-Max.Operating Temperature " ' •••••••
Range -13 to+140/-25 to+60(-40 to+60 version avallablet=°)}
Protection Rahn...•....• NEMA 3R
ra For other regional settings please contact SoiarEdge support
121 A higFer current source may be used,the inverter will limit its•nput current to tFe values stated
("Revenue grade inverter P/,J 5FaxxA-US000N%R2(for 7600W inverter SE7600A-US002NN132).
rn-40 vernio-iP/N 5ExxxxA-U5000NNU4(for 760OW inverter SF_7600A-0S002NNU4)
- •c{k - `lt. � �e. �.�;ytia.� ''� +d-'°:;'g, 4 'C'�, �e vV •,�'Y'„"4�t�.-F`':'.��.^`•S °t.o y a°<`^J` "ri. ',,Y .';;• rE
.l .
Sna'
Pi
Solar Mounting Solutions
Series 100 Residential Roof Mount System
The SnapNrack Series 100 Roof Mount System is engineered to optimize material use,
labor resources and aesthetic appeal. This innovative system simplifies the process
of installing solar modules, shortens installation times, and lowers installation costs;
maximizing productivity and profits.
The Series 100 Roof Mount System boasts unique, pre-assembled, stainless steel "Snap-
In" hardware and watertight flash attachments. This system is installed with a single
too[. No cutting or drilling means less rail waste. It is fully integrated with built-in wire
management, solutions for all roof types, one-size-fits-all features, and can withstand
extreme environmental conditions. Series 100 is listed to UL Standard 2703 for
Grounding/Bonding, Fire Classification and Mechanical Loading. UL 2703 Certification
and Compliance ensures that Snap rack installers can continue to provide the bes"16, in
class installations in quality, safety and efficiency
(D Appealing design with built-in aesthetics
* No grounding lugs required for modules
* All bonding hardware is fully integrated
* Rail splices bond rails together, no rail
jumpers required
"Ile
No drilling of rail or reaching for other tools TA;
required
�7
0 Class A Fire Rating for Type 1 and 2 modules
System Features Include
F,
Snap in Single Tool Easy No Cutting
Hardware Installation Leveling or Drilling
14P
Integrated Wire Preassembled Integrated bonding UL 2703 Certified
Management hardware
Resources snalonrack.corn/resources t, Design snapnrack.com/configurator •1 Where to Buy snapnrack.com/where-to-buy
Snap"', rack-
Solar Mounting Solutions
Stainless Bolt withStainless Steel Bonding Splice Standard Rad
Split-Lock Washer Bolt with Split-Lock Washer Insert 015-09816
'�
Bonding Adjustable
End Clamp Top Bonding Splice
Mid Clamp Base `
Bonding
,�
Bonding Adjustable Bonding Channel Nut
End Clamp Bottom �Channel Nut Stainless
9S,.,nW1.ssaarware with Bolt with
Bonding Adjustable Split-Lock Washers 'P'it
Lock
Bonding Mid Clamp Bonding Standard Washer
End Clamp 242-02053 Rail Splice Ground Lug
242-()4015242-02101 12-6 AWG
Copper Wire
Ground Lug Assembly
(ONE REQUIRED PER ROW OF
.. MODULES)
Universal End Clamp(UEC)
' D Wave
� UEC Pull Strap
UEC Wedge Stainless Steel Bolt
with Flat Washer
Universal End Clamp
241-02211Standoff
Clamp
Assembly
Rubber Serrated StainlessChannel Channel Nut
Rain Collar Steel Flange Nut Nut
Stainless
Serrated Stainless • Flange Nut
Mill Finish Steel Flange Bolt 92 Degree Stainless
Standoff L Foot Flange
Wn
Bolt
All Purpose
L Foot
Mill Finish
StandoffBase(1-Hole t Metal Roof
Base Shown) MiII Flashing Base Assembly
L Foot Base
Metal Roof Base
Standoff J L Foot Base with Flashing with L Foot
242-92057 242-92050
242-02037
CEO=
• 6000 Series aluminum
Materials • Stainless steel
. Galvanized steel and-aluminum flashing
• Silver and black anodized aluminum
Material Finish
• Mill finish on select products
-
• Silver or black coated hardware
Note-Appearance of mill finish products may vary and change over time.
Wind Loads 110-190mph(ASCE 7-10)'
Snow Loads 0-120 psf
Array Pitch, 0 60 degrees
877-732-28630 tltllfti v.• napinrack.com is contact@sliapnraolr,.com
e,2016 by SnapNrack Solar MOUnting SolUtlons All rights reserved sn�aYrackSereLi00�ochur�zi