HomeMy WebLinkAbout42821-Z �gUFFt1l,�
e42 Town of Southold 8/29/2018
o -
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39872 Date: 8/29/2018
THIS CERTIFIES that the building SOLAR PANEL
Location of Property: 370 Old Orchard Ln., East Marion
SCTM#: 473889 Sec/Block/Lot: 31.-6-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/20/2018 pursuant to which Building Permit No. 42821 dated 6/27/2018
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 Richter,Michael&Kathleen
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42821 08-20-2018
PLUMBERS CERTIFICATION DATED
tse
IV Authorized Signature
Vz1V_�c TOWN OF SOUTHOLD
°ay: 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#: 42821 Date: 6/27/2018
Permission is hereby granted to:
Richter, Michael
PO BOX 33
Greenport, NY 11944
To: install roof-mounted solar panels on existing single-family dwelling as applied for.
At premises located at:
370 Old Orchard Ln., East Marion
SCTM # 473889
Sec/Block/Lot# 31.-6-18
Pursuant to application dated 6/20/2018 and approved by the Building Inspector.
To expire on 12/27/2019.
Fees:
SOLAR PANELS $50.00
ELECTRIC $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $200.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
- 'his 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. f
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 c/
Date. b
New Construction: Old or Pre-existing Building: x (check one)
Location of Property: 370 Old Orrhard Lane F. Marion
House No. Street Hamlet
Owner or Owners of Property: Kathleen Richter
Suffolk County Tax Map No 1000, Section 03100 Block 0100 Lot 018000
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: Samuel Maglliaro
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 50
L�
Applicant Sign e
SO f/lyQlo
Town Hall Annex Telephone(631)765-1802
54375 Main Road ua Fax(631)765-9502
P.O.Box 1179 �� roger.richerKb-town.southoId.ny.us
Southold,NY 11971-0959 Q
COUNT`1,0c
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Richter
Address: 370 Old Orchard Lane city;East Marion st: New York zip: 11939
Building Permit#: 42821 Section: 31 Block: 6 Lot 18
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Trinity Solar License No: 57843-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X 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 Ceding 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 FixtureTime Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment- 10.62 KW Roof Mounted Photovoltaic System to Include: 36-295W Panels,
1- Solar Edge P 320- PER Module Inverter 60A AC Disconnect.
Notes:
Inspector Signature: Date: August 20, 2018
0-Cert Electrical Compliance FormAs
OF 50UT�olo
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATEq �ZO 1 INSPECTOR'Wri?gd:��-
WESTSHORE
DESIGN ENGINEERS, P C
100 GREAT OAKS BLVD I SUITE 117A
ALBANY I NEW YORK 12203
To: Trinity Solar
21805 1h Ave. Unit 1
Ronkonkoma,NY 11779
Date: August 8, 2018
D EDGE
IJP�
Subject: Richter Residence AUG 2 9 2018
370 Old Orchard Ln.
East Marion,NY 11939
To Whom It May Concern,
I certify that the installation of the subject solar panels complies with the town approved
plans, the Building Code of New York State, the NYS Residential Code, the
manufacturer's specifications and all other relevant codes and standards.
A certified Trinity Solar installer is and has gone to the job site named above and inspected
the project completed installation on my behalf and with my approval with supervision
from Samuel Magliaro. This certification is based on the NYS Residential Code and the
provisions of NYS 2017 Uniform Code Supplements including Energy Conservation
Construction Code, 2015 IRC, ASCE 7-10 &NFiPa70.
Please don't hesitate to contact us with additional requests.
Thank you.
Westshore Design Engineers
5A. y1 O
EXP 07/18
Qz
,o 091373 �K6
�90FES S I0Np
8-8-2018
John Eibert Nicolas Nitti, PE
Project Coordinator President
WestShore Design Engineers V 100 Great Oaks Blvd. Suite 117A I Albany,NY 12203 V 518.313.7153
J•
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
'FOUNDATION (2ND)
O
ROUGH FRAMING&
PLUMBING y
C7
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENT
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TOWN.,OF,SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILIfiNG 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 ����• ZrCheck Survey
SoutholdTown.NorthFork.net PERMIT NO.
Septic Form
N.Y.S.D.E.C.
Trustees
? D [E(g00%q
C.O.Application
Flood Permit
Examined 0� ,20 Single&Separate
JUN 2 0 2018
Storm-Water Assessment Form
Contact:
Approved /0( 20 Mail to: T � 1 1
Disapproved a/c BI1��1�Cs DEPT.
TOWN oy 3®
Phone: 631-319-7233
Expiration ,20
Buil nspe or
APPLICATION FOR BUILDING PERMIT
Date , 20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
2180 5th Avenue, Unit 1, Ronkonkoma, NY 11779
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
General Contractor
Name of owner of premises Kathleen Richter
(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. 52821-H
Plumbers License No.
Electricians License No. 522774-MF
Other Trade's License No.
1. Location of land on which proposed work will be done:
370 Old Orchard Lane E. Marinn
House Number Street Hamlet
County Tax Map No. 1000 Section 03100 Block 0600 Lot 018000
Sub�ivisictn 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 Alteration
Repair Removal Demolition Other Wok A/+ S61 0,
4. Estimated Cost $39.294.00 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
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X
13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X
370 Old Orchard Lane
14.Names of Owner of premises Kathleen Richter Address E- ,,OQ NY 11844 Phone No. 631-252-7119
100 Great Oaks Blvd,Ste 117A
ame of Architect Nicholas A.Nltti Address Alban ,NY 12203 Phone No 518-313-7153
Address 2 80 5th Ave, rnt ,Ronkon oma,NY 631-319-7233
Name of Contractor Samuel Magliaro 11770 Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO__)�_
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO X
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK)
Samuel Magliaro being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the_ Cnntrartnr
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the Wpbjakshon filed therewith.
Sworn to before me this
\,L4dq�o �t1•�• •.� C+
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ic p.yc o +� Signature Applicant
in suflo\*,
4�rq�Xpt►e5,������` -
la� o p .qV S®(/
Town ex jo 2 Q 2018 ! d' Telephone(631)765-1802
54375 Main Road CO- m�ax(63 1)765-g512
P.O.Box 1179 G rogerAchert(c�town.soutfiold.ny.us
Southold,NY 11971 1 ,DUSGDF'®�
° K IT SS
BUILDING DEPARTMENT
TOWN OF SOUTHO]LD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 6
Company Name: cky-\
Name: \
License No.:
j5IG211 - 52a -7-714- NE
Address: 0?1&D Ill 19
Phone No.:
JOBSITE INFORMATION: (*indicates required information)
*Name: Kathleen Richter
*Address: 370 Old Orchard Lane, E. Maroon. NY 11939 _.-
*Cross Street: Main Road
*Phone No.: 631-252-7119
Permit No.:
Tax Map District: 1000 Section: 03100 Block: 0600 Lot: 018000
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Install solar panels on roof; 10.62 kW
(Please Circle All That Apply)
*Is job ready for inspection: YES /' O Rough In Final
*Do you need a Temp Certificate:- YES !' . O
Temp Information (if,needed)
*Service Size: 1 Phase 3Phase r 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change;of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATIO U
82-Request for Inspection Form I� Ilk
OF SOUTyoI
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959 'Q
�yCOUNT`1,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
August 23, 2018
Trinity Solar Corp
2180 5th Ave, Unit 1
Ronkonkoma NY 11779
Re: Richter, 370 Old Orchard Lane, East Marion
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
NOTE: Post installation certification letter required stating the panels were installed to the roof per
NYS Building Code
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. (Planning#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 — 42821 — Solar Panels
NII" , � 54—Je,
NOTE: This Site Plan was taken elm(
from a Survey prepared by the office as .I'd
of Roderick Van Tuyl,L.S. 281 3V MINIMUM 2 x 2
FENCE MST
14 WO VAREFENCE
1, (6 VEN
10 11.
FILTER CLOTH
'fO REIMAIN SLOI
i 1j,
S7-33*40"E 'STING
ESI—C.
EMSED FILTER CLOTH
NUN 6-IWO GROUND DO
7
to
NOTE
MAIGM M.-I—EAREA 0
112 ACRE I I00UNEARFEET
_!ECTION DETAIL E
0 @
0 Ei
12"
J— -------
2
%
Cr
REM11ICTIVE NrEw
SILT FENCE DETAILS
Scale-NIS
LIMITS OF CONSTRUCTI.O.N.
Y.L,,E - 6
9
------------
51-33-AV W-
2!
L91TE PLAN
Scale: 1116"C:V-0"
C`
Site Area=43,560 S.F.
ELEVATIONS - FIAT Test Hole z
t mum
fg,DO
Depth to Ground Water- 20' .9 0
BEDDING DETAIL
AN.—IT.A.—
STORMWATER DRAINAGE CALCULATIONS: ID 0
TOTALAREA OF ALL IMPERVIOUS SURrACES CALCULATIONS FOR 2"RAINFALL
EXISTING ROOF AREA SIX)S F 0
(NEW RoOr) Z6(ASF x rlir(.)x I(—)=4441Cubiel"'ca
ADDI IION Roor AREA ixA s r 42CIN,V-..Ir.,I
EXISTING DRIVEWAY AREA -2,264 6 r 444 Cl�142 C r.Per;CTI—I Feet.10 6 V F Req,red
(NO WORK) a PLACES 0,mrma Typical Section @ Leachin Tl
New I Net-Impem—Area Increase Total 2.664SF P—al.2 Eellat VD.—ler.0 Deep(See Dy-U 0 1&2)
ANCHORING="
STRAW SALE DIKE DETAILS
SPI-1
4
i
SUFFOLK COUNTY DEPT OF LABOR,
LICENSINGA CONSUMERAAFFAIRS
s` "* HOME.IMPROVEMENT
CONTRACTOR
NAME LICENSE
WILLIAM F CONDIT'
This certifies that the BUSNESSNAME
'bearer is duly TRINITY HEATING&AIR INC DBA
licensed by the \
County of Suffolk L_[—..N.m,.r
.y 52821-H 01/29/2014,
Commnbrt�r E%PaATON 1 01/01(2020'
I
r@•
it
29
Suffolk County Department of Labor, Licensing &
ConsumerAffairs
VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788
DATE ISSUED:- 12/15/2016 No. 57843-ME
SUFFOLK COUNTY
Master Electrician License
This is to certify that RICHARD GUARNERI
doing business as
TRINITY HEATING &AIR INC DBA
having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance
with and subject to the provisions of applicable laws,rules and regulations of
the County of Suffolk, State of New York.
Additional Businesses
NOT VALID WITHOUT
6-- DEPARTMENTAL SEAL
AND A-CUARENT
CONSUMER AFFAIRS,
rr ,di ED CARD
Commissioner `
APP Q ED AS NOTED
.DATE:L hp-7/1B.P:o
RETAIN STORM WATER RUNOF F
FEE: S � BY: PURSUANT TO CHAPTER 236
NOTIFY BUILDING DEPART41514T AT . OF THE TOWN CODE.
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1: FOUNDATION - TWO REQUIRED
,FOR POURED CONCRETE
2. ROUGH'- FRAMING & PLUMBING
3. INSULATION
4. FINAL= CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE ELECTRICAL
REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
`S8dfiH8l-EZI Gwuz�-'
BOARD
MTROM70M7RUSTEES
e-WIVC' nCP
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
WESTSHORE
DESIGN ENGINEERS, P C.
100 GREAT OAKS BLVD ISUITE 117A
ALBANY I NEW YORK I 12203
To: Trinity Solar
21805 1h Ave. Unit 1
Ronkonkoma,NY 11779
Date: June 12, 2018
Ref.: 18060331
Subject: Richter Residence
370 Old Orchard Ln.
East Marion,NY 11939
To Whom It May Concern,
The following references the structural roof analysis of the Richter Residence located in
East Marion, NY. Westshore Design Engineers has been retained in order to analyze the
existing roof structure for adequacy in supporting the proposed additional loading due to
rooftop solar panels. The site specific loadings are as follows: Seismic Design Category
B; basic Wind Speed of 130mph; and Ground Snow Load of 20psf, per ASCE 7-10. The
existing roofs consist of 2x8 rafters at 16"on center with a 17'-6" max. span. Applicable
codes also include the 2017 NYS Uniform Supplement
Based on structural analysis, it has been determined that the R2, R3 and R5 roofs are
adequate to support rooftop solar panels with a maximum loading of 4.3psf. The panel
layout is not restricted within the specified portions of roof."Snap N Rack"L-foot anchors
or eq. with 5/16" diameter lags required at 48" on center maximum with a 2.5" minimum
embed. Stainless steel lag bolts are required.
Please don't hesitate to contact us with additional requests.
Thank you.
Westshore Design Engineers
�Q `3VA,S A.4/ O
EXP 07/18
G� QZ
fn �V
X91373
�0FES S I ONA�'
6-12-2018
John Eibert Nicolas Nitti, PE
Project Coordinator President
WestShore Design Engineers 1 100 Great Oaks Blvd.I Suite 117A I Albany,NY 12203 1518.313.7153)
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With its top performance and completely black design the new
Q.PEAK BLK-G4.1 is the ideal solution for all residential rooftop applications
thanks to its innovative cell technology Q.ANTUM. The world-record cell
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EXTREME WEATHER<$ATING C EI S
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Format 65.7 irk x-39;41�x,1.26m nc14f g•irante�
(1670mi11 x'1000mnkx32tnm).
Weight 41.45,ibs�(18.8kg): r��•-•+•+�•a•+*��-'
From Cover 0.13 in•(3.2 mm)thermally ple stnessedfglass with'anU reflection technology
Back Cover Composite film
Frame Black.anodlsed aluminum t l � • I'mow
Cell 6 x 10 niongcrystaltlne`0 At4TUM'solir 46%
Junction box 2;.603:03 in;)t'4'.#4'.54In x0;59,4-L75jn� '
(66.17,mm,x'111,90Enm.x 15M39m );,Protecting class I'P67,Mit;bypass diodes
Cable
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CHARACTERISTICS
PDWER.C�ASSS`'` •,.^;:, Aker.r+.s1.4v ;r7 .:.a.-v •t'•.r:tc'aizs•t, .,c.+�•I FLrn y.�jgs *, n;' E 7, tt. _�_,OM1 4 .. �,�.
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Pawerp�dPpz _ Pvr W [till y 285 290 295'
Sher!Gi Its M{ -
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E' bpeaClrenH-Voltage~ r - V«
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Current at MPP• lt, (Al 8.98 9.07 9.17
o{�(e at MPP' VeP IV] 31.73 31.96 32.19
'E Ziencyr -: rl ice] z1i.1 z,17.4 a17.7
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'MINIMUki Pt`RWMANCgg!O40AL OPERATING t;o1101TIWS 1100,
ae�iyetlt Pji Pr,. [tial 210.7 214:4 218:1
get'ttpit_c rcull"Ci rent,` lie tAl. 7:71 7.n 7-.82
r�,,UQert�Circuf]-Voltage; VK M 36.38 36.65 36.92,
,curt a t p _ I,,, [A] 7.04 7.12 i:zo
?Yaitageat_ �P+ Vow I1f] 29.92 30.12 30.30
II6(hWW.-25•C,TK6rp.A)A 1166: •MeasuRment toletancei STC x3%;NOC*S% 'BOOW/m•,NOCT,spectrum AM L;5G 'tw1cal values,actual values may differ
�;•+e ry •t�'1r'�. ..- af�-1.t ,<.i",•rz•r.-1 t"•s:t !^'t`�;,r,:.. •:. ,a•t,'.Tror'Y •.. -,
'.'9 CELLS PEM141fI ARNAHTY> ;':i „ , _ - t PERFORMAtICE:AT LOW IRRADIANCE -
r -
3 At
Thareafler-max.0. %degradation 6peryear
.
' `..,<:.t:••.��4�++•»�
, - hi
Atleast92.6°.Ggfnominelpawauptol0years.lAt least 83.616 of nominal power lip to 25,years.All data within measurement tolerances to __r___ _r_____r___�_r-____-t
Full warmnlles in accordance with the warranty O
terms of the CELLS sales organisation of your I
respect ve country~ '0
son m aeo m r000
IRRADMNCE IWAah
*• • m s Typrcat module performance under low irradiance conditions in
r<.as comparison to STC condihOns(25°C.1000WJm=)
TEAIPF.4VREC_8EFFIC1EM yy'f
Temimiure Coefficientill-6 a [%/K] +0.04 Temperature Coefficient of V. Is (%?KI -0t?8 a
Tefngefafu(abaf lcierd of.P;" - V 1%1Kl -0.39 �Mi iial Operating Cell TelhFgituie NOCT 111 113:15.4(45 t9aC)
,.,..
•r•� FOR SYSTEM DESIGW
Maxlrj>utrl�Sislem Vollaga-V,,,, IV] 1000(IEC)11000(UL) Safety Class U m
Masltdarii Sakes Aim Rating [A DC] 20 F1re.Baiing C(IEC)/TYPE,1(UL)
a
Design1and;ptfah MY (ibsM1 75(3600Pa) Pemtft'ted module telrlpetature -40°F up to+185•F
on toitinuous Ifuty (-40'C up to+85°C) o
Desi (ttad,pull(UL)r [ibsAl'1 55.6(2666 Pa) r see Installation manual
- o
_I[II.I.ALIFICATIONSAND CERTIFICATES PACKAGING INFORMATION'.'
UC 1703;VdE•Ouality Tested;CE-6ompilint: Humber of Modules per Pallet 32
IEC 61215(Ed.2);IEC 61730(Ed.1)application class A
Number of Pallets per 53'Coma(ner 30
sANumber of Pallets per 40'Container 26
�' s
DVE C Pallet 0)mensions(L x W x H} 68.7 in x 45.3 in x 46.1 in
C a° ;�c (1745mm x 1150 mm x 1170 mm)
aw,.e
Pallet Weight 1435lbs(651 kg)
NaMeinstatlation insttucbons must be followed.See the Installation and operating manual or contact our technical service department for further Information on approved Installation and use
of this product
Hanwha 4 CULLS;America lac.
300 Spectrum Center Drive,Suite 1250,Irvine.CA 92618•USA I TEL+1949 748 59 96 1 EMAIL inqurry@us.q-cells com I WEB www,q-cells.tls
solar _ •
SolarEdge Single Phase Inverters
For North America
SE3000A-US / SE3800A-US/ SE5000A-US / SE6000A-US /
SE7600A-US / SE10000A-USS/ SE11400A-US
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USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.,solaredge.us
Single Phase Inverters for North America
solar ® SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US
SE760OA-US/SE1000OA-US/SE1140OA-US
"TvS-,.:SIt,11460A-US,
@x.
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Nominal AC Power output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA
........................................... ................ ............... ................. ..... .......... ...... ......... .!Q9qQ.9?AQY. ...... ............ .. ........
Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA
......... ................................. ................ ......... .... .5 109
AC Output Voltage Min.-Nom-Max.(') ✓
. ...... ........... ...........
✓
183-208-229 Vac
. ......................................... ...'...... . ............... ................. ................ ✓................ .................. ............ ..... ...........
AC Output Voltage Min.-Nom.-Maxi(')
211-240-264 Vac
..................................... ................ ............... ................. ................ ................ .................. .................. .....
AC
freq�... .......................... ................, - om- ax.M ..............59.3-60-60 5(with HI country.setting 57-60;60 5) Hz
i4,6*ib'gV*" * ' 48 @; .................. ...........
Max.Continuous Output Current 125 16 2S 32 475 A
..... ............................... .. ........... ..... . ................ ......... 4.2.
I Threshold I je. .................. ....
... ....................................... ...................................... . .................. ............................................................ ..........
Utility`Monitormg,Islanding Protection,Country Configurable Thresholds Yes
Yes
Maximum DC Power(STC)
.............. .....405D 5100 ......6750...... 8100 10250 ......13500 15350..... ....
Transformer less
Ungrounded
........ ........................................................... ................................... ....................... ...........
..Max Input V oltage 500 Vdc
N
................ .... ........... ............ 325 @ 208V/350 @ 240V� Vdc,...
I, *il5g�' :*.....1��'(�i6W .................. ........
-1 18 23 34.5 Adc
Max.Input Current(') 9.5 13
.:..............::.......................... ............... 1S.5.9 30.5 .. .................. ...........
..M��_.InpR�6rt Circuit Current 45
...............I:.......... .......................................... ............................................................................... ...Adc
Reverse-NIa.rity.Pro.t.e�l�ion Yes
I. . .. ... . .............. .......................................................................................................................... ...........
Ground-Fault Isolation Detection ' 600k.Q Sensitivity
................... ............... . .......6. ....... ...........
98 8 %
C, 97.5 @ 208V 97 @ 208V
EC Weighted Efficiency 975 98 97.5 97.5 97.5
%
....................................... .......... ..... .......... ................ ................. ...........
Nighffime P6wer Consumption <2.5 <4 W
Sdpp.,0h6d,tommdric*tion Interfaces' R5485,RS232,Ethernet,ZigBee(6ptio
...... ................ ................. in
............. .................................................... ....... .......... ......... ..........
fqvenue Grade Data",ANSI C12.1 V,,
.,...................... . ..................................... ........ ........
...........................
�apid Shutdown;—NEC 2C�14 690.12 'Furfctionality enabled when SolarEdge rapid shutdown kit is installed(') .... ..... ...........
.......................... UC1741,UL1699B,UL1998,CSA 22.2
.,GInd Connection Standards IEEE 154 7
. ....................................... .........
Emissions, FCC partly class B :.......................... ...........
AGoutput conduit size/.,AWG ra*, .'3/4"minimum/16-`6 AWG 3/4"minimum/8-3 AW
.................. ......................... ...................... .................................. ... ....................9..... ...........
DC-
input conduit size ft Of strings,/ i� i�ihlmum/1-2 strings/
3/4"minimum/,1-2'strings/16-6 AWG
AWG ran&?
........................................................................................... .............. ..................... ......
............................ IA-,6 AWG
Dimensions with Safety Switch 30.5-x 12.5 x 10.5 in
HXWxD30.5 x 12.5 x 7.2/775x 315 x 184
................................ I............................... ...............I.................................... .......... .......... ...
Weight
Mi�Safety I . . 54 7247 88.41.4011............. ..Ib/.kg.... .......... .......... ......... 1 ... ................ ............ . . �..
- Natural
convection
Cooling Natural Convection and internal Fans(user replaceable)
fan(user
........................................... .......................................................... ........ .replaceable}. ..................................... ...........
Noise
................................... .............................. 25................................ ........................�59......................... ...
Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available")) 'F/-C
..Rang k.................................. .I........................................................................................................................ ...........
Protection
.................. ... .......................... ............................ ..................................... ...........
iti For other regional settings please contact SolarEdge support
iti A higher current source may be used,the inverter will limit its input current to the values stated
(3)Revenue grade inverter P/N SEiooixA-US000NNR2(for 7600W inverter SE7600A-US002NNR2)
:4)Rapid shutdown kit P/N SE1000-110-SI
1)-40 version P/N SExxxxA-US000NNI-14(for 7600W Inverter SE7600A-US002NNU4)
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INSTALLATION O -NEW OLD ORCHARD LN* .
Y s
ROOF MOUNTED PV SOLAR SYSTEM
370 OLD ORCHARD LN
S
EAST MARION, NY 11939
Issued/Revisions
P3 ISSUED TO TOWNSHIP FOR PERMR 6/11/2018
nVICINITY MAP SITE NO DESCRIPTION DATE
SCALE: NTS Project Title:
RICHTER,KATHLEEN
TRINITYACCT# 2018-03-245121
Project Address
370 OLD ORCHARD LN
EAST MARION,NY 11939
41.124275,-72.341997
GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX
Drawing Title
1 THE INSTALLATION CONTRACTOR IS 6 THE DC VOLTAGE FROM THE PANELS IS 14 B) CURRENT PREVAILING UTILITY JB JUNCTION BOX
PV-1 COVER SHEET W/ SITE INFO & NOTES
RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS
EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLTAMPERE PV-2 ROOF PLAN W/ MODULE LOCATIONS PROPOSED PV SOLAR SYSTEM
DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT
CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS ALL PERSONS PREPARED FOR THE PURPOSE OF kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM
INFORMATION RECEIVED FROM TRINITY WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE
2 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL THIS SET OF PLANS SHALL MCB MAIN CIRCUIT BREAKER AP APPENDIX Drawing Information
RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MDP MAIN DISTRIBUTION PANEL
EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY DRAWING DATE 6/12/2018
DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT "ISSUED FOR CONSTRUCTION" MTD MOUNTED DRAWN BY IG
IN THE COMPLETE MANUAL 9 ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING REVISED BY
3 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL
RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES NEC NATIONAL ELECTRICAL CODE
UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT
NO# NUMBER System Information:
COMPONENT AND INVERTER MANUALS ARTICLE 690 705 NTS NOT TO SCALE DC SYSTEM SIZE 10 62kW
PRIOR TO INSTALLATION THE INSTALLATION 10 PRIOR TO THEE INSTALLATION OF THIS ABBREVIATIONS
OCP OVER CURRENT PROTECTION
CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE AMP AMPERE P POLE AC SYSTEM SIZE 10kW
ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AC ALTERNATING CURRENT PB PULL BOX TOTAL MODULE COUNT 36
POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING AL ALUMINUM PH O PHASE MODULES USED HANWHA 295
THE INSTALLATION OF ALL FUSE BEARING FOR THE REVIEW OF THE INSTALLATION AF AMP FRAME PVC POLY-VINYL CHLORIDE CONDUIT MODULE SPEC# Q PEAK-BLK G41295
SYSTEM COMPONENTS PROCEDURES,SCHEDULES,SAFETY AND AFF ABOVE FINISHED FLOOR PWR POWER
4 ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION UTILITY COMPANY PSEG-LI
AWG ABOVE FINISHED GRADE QTY QUANTITY
MOUNTED,THE INSTALLATION 11 PRIOR TO THE SYSTEM START UP THE
AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL UnLITY ACCT# 9674315200
CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL
C CONDUIT (GENERIC TERM OF SN SOLID NEUTRAL UTILITY METER# 41741670
ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL JS
RACEWAY,PROVIDE AS WBD SWITCHBOARD I
SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING SPECIFIED) TYP TYPICAL DEAL TYPE SUNNOVA
COURSE ON SITE CONDUCTIVITY CHECKS CB COMBINER BOX U.0 I
5 FOR SAFETY,IT IS RECOMMENDED THAT 12. FOR THE PROPER MAINTENANCE AND UNLESS OTHERWISE INDICATED
CTT CIRCUIT
THE INSTALLATION CREW ALWAYS HAVE A ISOLATION OF THE INVERTERS REFER TO WEATHERPROOF I
CT CURRENT TRANSFORMER XF XFMR TRANSFORMERF N
MINIMUM OF TWO PERSONS WORKING THE ISOLATION PROCEDURES IN THE G O E Rev No Sheet
CU COPPER +72 MOUNT 72 INCHES TO BOTTOM 4
TOGETHER AND THAT EACH OF THE OPERATION MANUAL DC DIRECT CURRENT q
OF ABOVE FINISHED FLOOR OR
INSTALLATION CREW MEMBERS BE TRAINED 13. THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH GRADE �P 13\_p,5 NI' 0 n� n\ / _
IN FIRST AID AND CPR AND TELEPHONE UTILITIES ARE SUBJECT DWG DRAWING I 'S(I � r r V
6 THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INSTALLER I I �
BE INSTALLED FOLLOWING THE APPROPRIATE UTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING
CONVENTIONS OF THE NATIONAL OWNERS FS FUSIBLE SWITCH
ELECTRICAL CODE ANY LOCAL CODE 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE EXP 07/18
WHICH MAY SUPERSEDE THE NEC SHALL CONSTRUCTION FOR THE SITE GND GROUND C'>
GOVERN IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER
7 ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH HZ FREQUENCY (CYCLES PER "
INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL SECOND) \�
"UL"LISTED ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, X913 7 3 ��
3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS e 1
GENERAL NOTES ,t opics S 100, ��-- SOLA
R
IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN"A",PLEASE BE ADVISED THAT FINAL EQUIPMENT ANDIOR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF EQUIPMENT 6-12-2018
2211 Allenwood Road 877-786-7283
Wall,New Jersey 07719 www Tnnrt-Solar com
F e
NOTES 'REFER TO MODULE SPECS FOR MODULE DIMENSIONS
'DEPICTED MODULES MAY BE PORTRAIT OR LANDSCAPE UNIRAC CLAMP
NEW PV SOLAR MODULE,TYPICAL (REFER TO SPEC SHEET FOR DETAILS)
(REFER TO EQUIPMENT SCHEDULE
FOR SPECS AND QUANTITIES) SOLAR MODULE SOLAR MODULE
♦ ♦ NEW MOUNTING FOOT/ATTACHMENT
POINTS,TYPICAL (REFER TO
ENGINEERING LETTER FOR SPACING ECOFASTEN"L"FOOT UNIRAC RAIL
_ X \ /
AND DETAILS) iD 2 (REFER TO SPEC SHEET FOR DETAILS) (REFER TO SPEC SHEET FOR DETAILS) N ,\ 45
o �p /
NEW UNIRAC RAIL,TYPICAL
TO BE MOUNTED PERPINDICULAR TO ECOFASTEN FLASHINGEXISTING ASPHALT SHINGLES _
STRUCTURE(REFER TO UNIRAC (REFER TO SPEC SHEET FOR DETAILS) (REFER TO ENGINEERS LETTER FOR SPECS) (N—
SPECIFICATION/DATA SHEET FOR ::``�
DETAILS) 19
NEW END CLIP,TYPICAL S S LAG BOLT- — a APOC SEALANT j p� C)
(REFER TO UNIRAC SPECIFICATION! SOLAR MODULES SHALL NOT ' z
—♦ —— —• DATA SHEET FOR DETAILS) EXISTING RAFTER EXCEED PEAK HEIGHT // IS , \
(REFER TO ENGINEERS LETTER FOR SPECIFICATIOM
NEW MID CLIP,TYPICAL
(REFER TO UNIRAC SPECIFICATION I
DATA SHEET FOR DETAILS)
ATTACHMENT&CLIP DETAIL PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF nHEIGHT FROM GROUND LEVEL TO PEAK OF ROOF
SCALE NOT TO SCALE SCALE NOT TO SCALE SCALE NOT TO SCALE
ARRAY SCHEDULE
Issued/Revisions
FRONT
4111--GROUND ACCESS
EP M
P1 ISSUED TO TOWNSHIP FOR PERMIT 6/11/1018
GROUND ACCESS NO DESCRIPTION DATE
DC1 Project Title:
AC
A P RICHTER,KATHLEEN
TRINITYACCT# 2018-03-245121
Project Address
370 OLD ORCHARD LN
y-6" P EAST MARION,NY 11939
A EE�p�t
41.124275,-72.341997
O Drawing Title
tE,
PROPOSED PV SOLAR SYSTEM
R3
ttttpt� tt;pttt taut tttLLt� tttat tttt_�.
t E t ° LttT E E Ert
ttLErt tLL``` e torr tMrLL t`L
E E`LL Drawing Information
Q tEt t Et t m t t_tt�t, t.� et��e�L • -6" PAt DRAWING DATE 6/12/2018
'EEtt� �tptEEE IEEE t`ttat �`tE� EEeEEE� - GROUND ACCESS DRAWN BY IS
t E r tygEEE
REVISED BY
eEEEtEt t t :ee EE�L`etE EtLLeet Eeet
mt,tt °E :e«EE eteee L A P T
-LtEEt E _ L Et
I
pF N ESystem Information.
eE�eett ErteEtE tetteeE� tt�tetE EE E t EEEEEE ttg" �
DC SYSTEM SIZE 10 62kW
GROUND ACCESS P O�.A S A,h,� O AC SYSTEM SIZE 10kW
.r...
C, A TOTAL MODULE COUNT 36
GROUND ACCESS MODULES USED HANWHA29S
MODULE SPEC# Q PEAK-BLK G4 1 295
o_ FrrrFT •��.I r_ EXP AAy07/18 UTILITY COMPANY PSEG-LI
FGFFFFFTFFTpgrggggrI ffffrc('Ff < - 1 UTI LITY ACCT# 9674315200
NOTES UTILITY METER#. 41741670
e DEALTYPE SUNNOVA
1)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCEIrl
WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS O Og 1373 t,\
2) ARRAY BONDING TO COMPLY WITH MANUFACTURER SPECIFICATION 4`
3)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION GROUND ACCESS GROUND ACCESS 010ES S 10 N P� Rev.No. Sheet
4) AN AC DISCONNECT SHALL BE GROUPED WITH INVERTER(S) NEC 690.13(E) BACK
ROOF 1 5) ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING
MODULES 0 6) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY SHALL NOT EXTEND BEYOND THE EXISTING ROOF EDGE 6-12-2018 ^` ,
PITCH 33° r v
ORIENTATION 48° SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE Pi
ROOF QTY SPEC#
MODULES 6 INDICATES ROOF DESIGNATION REFER TO INDICATES NEW UTILITY DISCONNECT TO BE INDICATES NEW PV ONLY SUBPANEL
PITCH 33'
ORIENTATION 228° R1 ARRAY SCHEDULE FOR MORE INFORMATION U7D INSTALLED OUTSIDE SP TO BE INSTALLED 36 HANWHA 295 IQ PEAK-BLK G4 1 295)
ROOF kd
MODULES 21 „ INDICATES NEW PV SOLAR MODULE RED MODULES 1 SE1000OA-USOOONNR2 r
PITCH 33° INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS _
ORIENTATION 228° M REFER TO EQUIPMENT SCHEDULE FOR SPECS
ROOF 4 OTHER OBSTRUCTIONS
MODULES 0 �
NDICATES NEW PR
ORIENTATION 48° EP LOCATION PITCH 33* INDICATESINSIDE XISTING ELECTRICAL PANEL r"'_1 :NS ALLED OUTS DEODUCTION METER TO BE . � s O A
ROOF 5 ���••���
MOPITCH 16°9 INDICATES NEW FUSED PV DISCONNECT TO BE C INDICATES NEW INVERTER TO BE
ORIENTATION 228° E0 INSTALLED OUTSIDE AC INSTALLED OUTSIDE 2211 Allenwood Road 877-786-7283
REFER TO EQUIPMENT SCHEDULE FOR SPECS Wall,New Jersey 07719 ,,y,,,/,,,/Trinity-Solar com
Engineer/License Holder
ARRAY CIRCUIT WIRING NOTES
1. LICENSED ELECTRICIAN ASSUMES ALL RESPONSIBILITY p F N F�,
FOR DETERMINING ONSITE CONDITIONS AND SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS
NEC 20114NG INSTALLATION IN ACCORDANCE WITH 36-295W MODULES W/1 SOLAR EDGE P320 PER MODULE r
CO �r
2.)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON 3STRINGS OF12MODULES INSERIES-350Vmax ---- ----- 8"x8" --------------------------------------------------------
ASHRAE MINIMUM MEAN EXTREME DRY BULBF JUNCTION
TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO BOX
INSTALLATION LOCATION LOWEST EXPECTED AMBIENT '3 STRINGSTO BE TERMINATED IN PARALLEL INSIDE INVERTER 1 I / EXP 07/18 `
TEMP=-16°C 1 1�
I w
3)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED I
ON ASHRAE HIGHEST MONTH 2%DRY BULB
NSLTPERATURE O
ALLATIONLOCATION.4HIGHESTOCONTINUOUS TEMPO I \ �p N MOST SIMILAR T91373
33'C oFE$S I
4)2005 ASHRAE FUNDAMENTALS 2%DESIGN I
TEMPERATURES DO NOT EXCEED 47°C IN THE UNITED I -12-201
STATES(PALM SPRINGS,CA 15 44 1°C) FOR LESS THAN 9
CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED I Issued/Revisions
SUNLIT CONDUIT AT LEAST 0 5"ABOVE ROOF AND USING
THE OUTDOOR DESIGN TEMPERATURE OF 47°C OR LESS
(ALL OF UNITED STATES)
I
5)PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS
SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT
CONTROLS SPECIFIC CONDUCTORS IN ACCORDANCE WITH I Pi ISSUED TOTOWNSNIPPORPERMIT 6/li/3016
NEC 69012(1)THROUGH(5) NO DESCRIPTION DATE
6)PHOTOVOLTAIC POWER SYSTEMS SHALL BE PERMITTED
TO OPERATE WITH UNGROUNDED PHOTOVOLTAIC i Project Title:
SOURCE AND OUTPUT CIRCUIT AS PER NEC 690.35
EXISTING240V 1� NOTE: I RICHTER,KATHLEEN
7)UNGROUNDED DC CIRCUIT CONDUCTORS SHALL BE 10 120/240V 200A MAIN BREAKER INTERNAL REVENUE GRADE MONITORING
IDENTIFIED WITH THE FOLLOWING OUTER FINISH UTILITY METER 200A BUSBAR CONTAINED WITHIN SOLAR EDGE INVERTER I TRINITY ACCT# 2018-03-245121
POSITIVE CONDUCTORS =RED SOLAR EDGE PN RWND-3D-240-MB
NEGATIVE CONDUCTORS=BLACK
NEC 210.5(C)(2) Project Address
8)ARRAY AND SUB ARRAY CONDUCTORS SHALL BE#10 PV f(a
WIRETYPE RHW-2 OR EQUIVELANTAND SHALL BE ( 370 OLD ORCHARD LN
PROTECTED BY CONDUIT WHERE EXPOSEDTO DIRECT I EAST MARION,NY 11939
SUNLIGHT SUB ARRAY CONDUIT LONGERTHAN 24"SHALL ASTM MARION,
NY 1997
CONTAIN<_20 CURRENT CARYING CONDUCTORS AND LOCKABLE 60A DISCONNECT INVERTER#1
WHERE EXPOSED TO DIRECT SUNLIGHT SHALL FUSED W/60A FUSES
CONTAIN<_9 CURRENT CARRYING CONDUCTORS 240V 1
� + � Drawing Title.
9)ALL WIRE LENGTHS SHALL BE LESS THAN 100'UNLESS �-
OTHERWISE NOTED `--I ——— �0
10)FLEXIBLE CONDUITSHALL NOT BE INSTALLED ON 0 0 "'o--II f� PROPOSED PV SOLAR SYSTEM
ROOFTOP AND SHALL BE LIMITED TO 12"IF USED 0 '<0 _
.J
OUTDOORS 0 1 0 L C Ll L2 N d r
—�— 0 0 e 0 e e - - - - - ( fir, =� Drawing Information
I
11)OVERCURRENT PROTECTION FOR CONDUCTORS I [__—_—_--__-- I
CONNECTED TO THE SUPPLY SIDE OF A SERVICE SHALL BE — I I DRAWING DATE 6/12/2018
LOCATED WITHIN 10'OF THE POINT OF CONNECTION NEC I EXISTING MAIN BREAKER LOAD CENTER SQUARED ^� v� —_---_--_- DRAWN BY IG
70531 INSULATED LINE TAPS INSTALLED ON PN D222N ---___--J REVISED BY
MAIN FEEDERS
12)WHERE TWO SOURCES FEED BUSSBAR,ONE — NEC 705.12(A)
UTILITY AND THE OTHER AN INVERTER,PV BACKFEED
BREAKER(S)SHALL BE LOCATED OPPOSITE FROM UTILITY System Information-
BREAKER(S)
NEC 705.12(D)(2)(3)(b)
DC SYSTEM SIZE 10 62kW
AC SYSTEM SIZE 3
13)ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY
GENERATION CIRCUITS AND NO UNUSED POSITIONS OR TOTAL MODULE COUNT 366
LOADS MODULES USED HANWHA 295
MODULE SPEC# Q PEAK-BLK G4 1295
14)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE UTILITY COMPANY PSEG-LI
A NEMA 3R RATING
UTILITY ACCT# 9674315200
CALCULATIONS FOR CURRENT CARRYING CONDUCTORS UTILITY METER# 41741670
REQUIRED CONDUCTOR AMPACITY PER STRING DEAL TYPE SUNNOVA
[NEC 690.8(8)(1)] (15.00'1.25)1=18 75A
PV MODULE SPECIFICATIONS
AWG#10,DERATED AMPACITY HANWHA 295(QPEAK-BLK G4 1 295)
AMBIENTTEMP 33°C,TEMP DERATING FACTOR .96 Rev.No. Sheet
RACEWAY DERATING=6 CCC 0 80 Imp 917 NOTE CONDUIT TYPE SHALL BE CHOSEN BY THE INSTALLATION CONTRACTOR
(40'96)080=3072A Vmp 3219 TO MEET OR EXCEED NEC AND LOCAL AHJD REQUIREMENTS P1 PV 3
30 72A'_18 75A,THEREFORE WIRE SIZE IS VALID Voc 3948 A #6THWN-2 GEC TO EXISTING GROUND ROD
r
TOTAL AC REQUIRED CONDUCTOR AMPACITY Isc 97 B 1"CONDUIT W/246THWN-2,1410 THWN-2,1410 THWN-2 GROUND
42 00A•1 25=52 50A
C I"CONDUIT W/6-#10 THWN-2,1410 THWN-2 GROUND
AWG#6,DERATED AMPACITY INVERTER#1-SE10000A-US0O0NNR2
AMBIENT TEMP 30°C,TEMP DERATING 10 D 1"CONDUIT W/6-#10 THWN-2,1410 THWN-2 GROUND
RACEWAY DERATING`_3 CCC N/A DC AC
75A•10=75A Imp 3034 Pout 10000 E 1"CONDUIT W/2-#6THWN-2,1-#10THWN-2,1-#SOTHWN-2 GROUND
75A'_52 50A,THEREFORE AC WIRE SIZE IS VALID Vmp 350 Imax 42
F #10 PV WIRE(FREE AIR)W/#6 BARE COPPER BOND TO ARRAY
Voc 500 OCPDmin 525
CALCULATION FOR PV OVERCURRENT PROTECTIONr� O L A IZ
TOTAL INVERTER CURRENT.42 ODA Isc 45 Vnom 240 G 1"CONDUIT W/2-#6THWN-2,1-#6THWN-2,1-#B THWN-2 GROUND
42 00A'125=52 50A 2211 Allenwood Road 877-786-7283
-->60A OVERCURRENT PROTECTION IS VALID Wall,New Jersey 07719 www Tnnrt-Solar com
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Series 100 ' '
fro
Sna � i, , rack
_
Structural Report and Calculations Ani'�.: 1�t��
Structural Report and Calculations
Series 100
Roof Mount
For
SnapNrack
775 Fiero Lane; Suite 200
San Luis Obispo, CA 93401
Prepared By
Norman Scheel Structural Engineer
5022,Sunrise Boulevard
Fair Oaks, CA 95628
(916) 536-9585
January 30, 2014
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 2
+ I
Series 100
Snap,TM! rack
Structural Report and Calculations P V Reil 0, u P E1 21 ,a o ids
Building Department Support Calculations
Calculations 0 to 30 ft. Mean Roof Height(6005 Rail) C33 to C48
Wind Calculations
Velocity Pressures,&MFRS C33`
Component and Cladding- C35
Seismic Calculations C39
Snow Loads C40
Rail Properties C41
65"PV Panel Connection to Rail C42
78"PV Panel Connection to Rail C43
Lag Bolt Connection to Roof C44
Rail Span Chart Tilt Angle 0-19 degrees C45
Rail Span Chart Tilt Angle 20-36 degrees C46
Rail Span Chart Tilt Angle 37-45 degrees C47
Rail Span Chart Tilt Angle 45-60 degrees C48
Building Department Support Calculations
Calculations 31 to 60 ft. Mean Roof Height(6005 Rail) C49 to C64
Wind Calculations
Velocity Pressures &MFRS C49
Component and Cladding C51
Seismic Calculations C55
Snow Loads C56
Rail Properties C57
65"PV Panel Connection to Rail C58
78"PV Panel Connection to Rail C59
Lag Bolt Connection to Roof C60
Rail Span Chart Tilt Angle 0-19 degrees C61
Rail Span Chart Tilt Angle 20-36 degrees C62
Rail Span Chart Tilt Angle 37-45 degrees C63
Rail Span Chart Tilt Angle 45-60 degrees C64
Appendix: ASCE-2010 to 2005 Conversion Sheet Al
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 4
' � d
Series 100 Sna-Pj`,.,,I,I"1Ii rack-
Structural Report and Calculations { Amir"'0,G.' + I; ch 3� Lr2 s`
6005 Alloy Rail Tables
0-30 ft. Roof Height
Table 2A: Rail Spans(in)for Roof Slopes and Tilt Angles 0°to 19° 6005 Alloy
Wind Load '
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
4h 15.5 16.9 18.4 20.0 216 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Pg P6 -107 -117 -12.7 -13.8 -149 -16.1 -173 -186 -19.9 -212 -226 -25 5 -28 6 -319
14U e.^,132 ed 25, 1'19:, X144 109'+ 1+04.?1a 1.00d�u96 g4 93,' 89:? '84t':r`r79. '"
10 8 137' '132 125 1'19:}1 1«1`14 .109x'.' :104aa 1001°x`''96,;1 t93R
b 106 ]06 106" '106 ;.106 `106` 104" ]00" -'` ` +am k'`}
c 20 15 e'�a3^',r96„ v93 ;.89'x:'"=�-s84�',i:79.ai:�<;s74��,
3 30 23 90 90 90 90, 90
p79 79 79 79 79 79 79
En 40 31
b 50 39 72 72 72 72 72 72 72 72 72 72 .,72t1I; 72�
C
9 eG , '
60 46 66 66 66 66 66 66 66 66 66 66 66 66"`'f'66M °66;
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 "#62",
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 1 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 1 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
0-30 ft. Roof Height
Table 213: Rail Spans(in)for Roof Slopes and Tilt Angles 20'to 36° 6005 Alloy
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
Qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
P9 PS -7.0 -7.6 -83 -90 -97 -105 -11.3 -121 -130 -13.8 -147 -16.6 -187 -20.8
144 144 144 „:144 4,:x.144;, :1'41' ;.;135, 129 x, 124 is sF119 ,.1.14" x107` 111,17106:'N 94'4
9 . 1 ., t as ..�'
p 10 8 134 133 .132' 13V" `'129 �12iLlf
0 20 15 127 25 12,4 , 1`19 `}i,1f14 :107.6:. l00'_ 94�
cba106 106 106 106 106 106 106~;'fa>]OS'�"��s105?e.. r2�
104 "d103ry �"'�101rg:� 100A`1 '49415`:
a 30 23 90 90 90 90 90 90 90 90 90 904�. +"
a
40 31 1 79 79 79 79 79 79 79 79 79 79 79 79
p 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72•':
2 60 46 66 66 66 66 66 66 66 66 1 66 66 66 66 66 66
70 54
62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 - 48 48 48 48 48 48 48 48 48
NSS1J+ 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 10
v
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Series 100
Sna rk-
Structural Report and Calculations _tu P "r'';'-7 t- ,"S'.x.,.r- ,,
0-30 ft. Roof Height
Table 2C: Rail Spans(in)for Roof Slopes and Tilt Angles 37°to 45° 6005 Alloy
Wind Load
Vult 110 115 120 125 -130 135 140 145 150 155 160 170 180 190
9h 15.5 16.9 18.4 20.0 21.6 233 25.1 269 28.8 30.7 32.8 37.0 41.5 46.2 t
P9 P5 -6.7 -7.3 -79 -86 -9.3 -100 -10.8 -116 -124 -13.2 -141 -15 9 -178 -199
144 °1x44 G}144p 2x144 ` "144'r 144,. 39=Y, 13
3„;s 127 ^a»122 w hw¢118,st 109 102
1 96
0 O �,. �S'
A 10 8 134 133 132 �46,130 # 129 128 127` 7 Yl'25_ ' 124122# '']k18, M'109;` '102' 96
20 15 106 106 106 ry 106 y 106 106 106 105 I OSw< 104` ]03. 101""a' °100,. 96
0
4 30 23 90 90 ' 90 90 90 90 90 90 90 90 90 90 89:". ,t 88
40 31 79 [H6666
79 79 79 79 79 79 79 79 79 79 79-
q 50 39 72 72 72 72 72 72 72 72 72 72 72 72
o� 60 46 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 r 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
0-30 ft. Roof Height
Table 21): Rail Spans(in)for Roof Slopes and Tilt Angles 46°to 60` 6005 Alloy
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
Qh 15.5 169 18.4 20.0 216 23.3 25.1 26.9 28.8 30.7 32.8 37.0 415 46.2
Pg Ps -63 -69 -76 -8.2 -89 -96 -103 -110 -11.8 -126 -134 -152 -170 -189
0 0 x':144 w1 e� 44 142, 't"139; 135>•F";;132' "'iOfg 4:%y26,;4:121 1!13F "j.1p5,. 99.:
R 10 8 128 126 124 123
!121x; 120",:jiIN- �" 3&Ll 1,13r L12 109:YgArd105 ;x,99,+ "
0 20 15 106 106 105 104 103 102 101 100 99 98 97 95
3 30 23 90 90 90 90 90' 90 90 89 88 88 87 85 84 82
40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 71
60 46 66 66 66 66 1 66 66 66 66 66 66 66 66 66 66
V
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
JJ
NSSE 5022 Sunrise Boulevard Far Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 11
t � �
Series 100 Snapl,t,�jl, ra, ck
Structural Report and Calculations 5-tv'�t �'�?m
tea,
31-60 ft. Roof Height
Table 2E: Rail Spans(in)for Roof,Slopes and Tilt Angles 0°to 19° 6005 Alloy
Wind Load
Vult 110 115 -120 125 130 135 1 140 145 150 155 160 170 180 190
9h 17.9' 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
i
Pg P9 -123 -13 5 -147. -15.9 '472 -186 -20.0 -214 -229 -24.5 -26.1 -29.4 -33.0 -36.7
128i Ej 01 r I ffiC1OSF " 96 X92 89 86 83 77' , M 69
�j 10 8 '@128 121 I. 5 109 105 1'00 96 92 89 86 83 7<7 73 , M
9 20 15 106 106': 106 106 MOM� 10000 96. 92 89 86 83 77 43 69
3 30 23 90 90 ti9b �90aa 0' 90 y 90 90 89 86 83 7a7 73 69
40 31 79 79 79 79 79 79`, 9 79 79 79 79, 77 73 69
50 39 72 72 72 72 72 72 72 7a2 7 72 u 72 72 72 69
60 46 66 66 66 66 66 66 66 66 66' 6666 j *M.66 66 66
70 54 62 62 62 62 62 62 62 62' 62 62 6262 W 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58Sga��
100 77 52 52 52 52 52 52 52 52 52 52 52 '52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
31-60 ft. Roof Height
Table 2F: Rail Spans(in)for Roof Slopes and Tilt Angles 20°to 36° 6005 Alloy
Wind Load
Vult '110 115 120 125 130 135 140 145 150 155 160 170 180 190
9h 17.9 19.5 21.2 23.1 249 26.9 28.9 31.0 33°2 35.4 37.8 42.6 /47.8 53.3
P9 Ps -8.0 -8.8 -96 -104 -112 -121 -13.0 -14.0 -149 -16.0 -17.0 -192 -21.5 -24.0
0 0 ," I±,•7P 144 174 142 135 rJ1a29 123 118 114 109 105 � 98 '` 92 87 ,
w 1`132 131$%; 129 X128 ' 27�1125 123 11'8 114 109 105 98 "92 87
10 8 :, * �..,,.�
o 20 15 106 106 106 106106' £105 1x05 104 103 102 101' MIMit7
30 23 ''90 90 90 90 90 90 90 „_90 ,90 90 ,90 89 87 _ 486 ,
40 31 79 79' 79 79 79 79 79 79 79 79 79 79 109A
X79
50 39 72 72 72 72 72 72 72 72 72 72 72 72 y72_a-f%' .
0 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54
62 62 '62 62 62 62 62 62 62 62 62 62 - 62 62
80 62 58 1 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 5252 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
J
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 12
e �
Series 100nan ;,, � rac T�
I''�
Structural Report and Calculations s° ` i x':�j:'ili
31-60 ft.Roof Height
Table 2G: Rail Spans(in)for Roof Slopes and Tilt Angles 37°to 45° 6005 Alloy
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
9h 179 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 354 37.8 426 478 53.3
Ps PS -77 -84 -91 -99 -107 -116 -124 -13.3 -143 -152 -16.2 -183 -206 -229
1'44 +1'44 y^`;144,` 144" A39s ^.„133 5127^ 122 rN,;nl°17:,v s 112^ y 108 101 w„ 94 89
10 8132 131f,sw1�9 8 127e9:_,125, 124 12211-7gl°12 08r I�OI 94 89
mp ter• - ;;_1 04`',.'.'m"'�g1'0,h3y,; xt'1•0_,2%;,': 1s0 -qjc.-s':_.9,420 15 106 106 106 106 106 ]OS 10 84
3 30 23 90 90 90 90 90 90 90 90 90 90 90 ""89 ,-a r 87='� 86
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
q 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
a° 60 46 66 66 1 66 1 66 66 66 66 66 1 66 66 66 66 66 66
C7 ,
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 1 48 48 48 48 48 48 48 48 48 48 1 48 48 48
31-60 ft.Roof Height
Table 2H: Rail Spans (in)for Roof Slopes and Tilt Angles 46°to 60° 6005 Alloy
Wind Load
Vult 110 115 120 125 130 135 140 1 145 150 155 160 170 180 190
' 4h 17.9 19.5 21.2 23.1 24.9 269 28.9 31.0 33.2 35.4 37.8 42.6 478 53.3
P9 Ps -7,3 -80 -87 -95 -102 -110 -119 -127 -136 -145 -155 -175 -196 -218
L44 '144 143 '139 136 i'132 X129' �,;125` 120=j 1,15' I t . X104 .97 91.
0 0 a .fir ���,.._ ��,»�° . � -, h�:r � ;•.. ��+ b'la-. �lz.�.�r-l�rs <�..•,•.;
a 10 8 125 123 122 �120� ]f18` 116 '91,15;` 1;
10 7.
v„113 11.1 110r: ; 104
,d.=. .mow. 17U8N t ,i. . 'S r.a .:f -•k''�:3,-u
C 20 15 105 104 103 102 101 100 99 98 97 96 95 92 190' 884-
a30 23 90 90 90 90 90 89 88 87 87 86 85 83 82 80
40 31 79 79 79 79 79 79 79 79 79 79 78 77 76 74
p 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69
R 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 65
70 54
62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 148 48 48 48 48 48 48 48 48 1 48
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev 12/31/2013 Page 13
Series 100 Sna l,`,,� rackTM
Structural Report and Calculations "
Rail Testing
The aluminum rails have been designed in accordance with the 2010 Aluminum Design
Manual (ADM) as referenced in the IBC. Testing was conducted per the standards set
forth by the IBC Section 1715; Preconstruction Load Test. The results of this testing
procedure were used in comparison with the calculated values to establish the maximum
uplift load allowed for the rails.
Racldng Connections to the Existing Roof
Contained within the calculation packet are calculations for the connection of the rails to
the roof framing. Using the sizes provided by SnapNrack, we have calculated the
maximum forces that will be resisted based on the withdrawal value of the lag screws,
and the strength of the aluminum components which are involved in transferring these
forces from the rail to the roof framing. These components consist of the flashed L-foot
(SnapNrack Drawing PEN-DO1), Standoff (PEN-D02, D03), Seam Clamp (PEN-D04),
Corrugated Block(PEN-D05), Metal Roof Base (PEN-D09, D10, D11, D12) and Hanger
Bolt (PEN-D06). All (6) ,options are acceptable under the parameters shown in
SnapNrack's plans. The results from our analysis have been integrated into the summary
charts.
The connection of the PV racking system to the roof will use a 5/16" diameter Lag Bolt
installed with a minimum 2 '/a" embedment into the framing member. Bolts shall be
installed to a.rafter or blocking capable of supporting both wind and seismic loads along
with the weight of the PV system.
When PEN-D07 is involved, use minimum quantity 2 '/4-20 lag bolts with minimum
1.25" embedment. In addition, SnapNrack's Tile Roof Hooks (Drawing PEN-D13, D14)
are also acceptable attachment components when the following limitations are followed:
1. tile roof hooks have been reviewed up to 120 mph, Design Wind Speed
2. rail span is limited to 6 feet with tile roof hooks
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 14
ry
Series 100 Sn a ra c k-
Structural Report and Calculations
L ..t I. :_ �. � � ✓r C-�,rr: 1.I.J a��a i
Summary Charts and Topographic Factors
The attached pages of this summary contain some of the most common building
configurations with varying wind speeds. These charts serve as quick references for
looking up maximum rail spans based on the building and site conditions. However, it
must be noted that for any building where a topographic factor is applied (e.g. hills,
mesas, seashore), the rail span lengths given might exceed what is allowed for the given
site condition. In that case, a registered structural engineer shall evaluate the exact
topographic conditions for the specific site.
End Zone and Edge Distances
The edge zones and/or end zones of the roof area shall be determined based on the
building's least horizontal dimension (LDH). The edge zone, "a", is equal to 10% of the
LDH where a = .1 * LDH. It should be noted that if the solar panels installed cross two
different roof sections, the smaller LDH shall be used. i
Rail spans in the corner zone shall be a maximum of 24 inches and this restriction will
only apply to the rail attachments located in the end and edge zones (does not apply to
modulus or rails that overhang into the zone). Furthermore, all edge zones requiring an
adjustment (shaded cells in chart) shall be reduced by 24 inches to a minimum of 32
inches.
r END/EDGE ZONE
Z
PI
Z
'0y
V l /
Z
a
a
5
m
a
0
o
x
CORNER ZONE /
Detail 1 roof end/edge and corner zones
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 15
Series 100 `
Snc� rack-
Structural Report and Calculations C n�,81 z '^? 6.8 LI S
Site—Specific Analysis
A site-specific analysis is required if the location of the solar panel installation
corresponds to any of the following criteria: -
• The total pitch of the solar panel(solar panel pitch&roof pitch) is greater than 60
degrees above the horizontal.
• A topographic factor applied to a location. Generally, topographic factors are
applied when the structure is on a hill,mesa or bluff, or is adjacent to a large body
of water. For complete descriptions of topographic factors, please refer to ASCE
7-10 section 26.8
• The mean roof height of the structure that the solar panels will be installed on is
greater than 60 ft. above grade.
• A combination of loads and/or site conditions applied that is not addressed in the
attached rail span charts.
If one or more of these factors corresponds to the project location, please contact NSSE,
and we will analyze the site conditions and recommend'standoff spacing for each specific
site.
Existing Building Limitations
This summary letter addresses the structural adequacy of the solar racking 'system only
and does not investigate or validate the adequacy of the structure the racking system is
being placed upon. It does not address the ability of the existing roofing or roof framing
to support the new loads imposed upon them by the new system, nor does it address the
new localized forces between the roofing and the roof framing which might be imposed
by the new standoff connections. It also does not address the additional lateral forces
imposed upon the building due to the seismic and wind forces that the new system will
add to the existing roof. These various building-specific issues need to be evaluated by
the appropriate registered professional(s) prior to the addition of the photovoltaic and
racking systems. NSSE may be consulted for building-specific structural evaluation.
NSSE assumes the systems will be installed to the specifications presented here and the
installer will use good structural judgment.
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 16
T
Series 100 {
Wind Design ASCE 7-10 Main Force Resisting System
ra
ck
Snack6005 Alloy Rail � �„ "I A c'). A J n.cw
Mean Roof Height 0 to 30 ft
Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: lT(Table 1.5-2)
%E=qh=0.00256 kZ kZt kd V2 Wind Exposure Category C
kZ = 0.98 Velocity Pressure Exposure Coefficients(Table 26.8-1)
KZ, = 1.00 Topographic Factor(Fig.26.8-1)
Kd = 0.85 Wind Directionality Factor(Table 26.6-1)
Velocity Pressures
Wind Speed 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 25.80 28.20 30.71 33.32 36.04 •38.86 41.80 44.84 47.98 51.23 54.59 61.63 69.09 76.98
1 -
ASD(0.6W) 15.48 16.92 18.42 19.99 21.62 23.32 25.08 26.90 28.7930.74 32.75 36.98 41.46 46.19
P qh I GCps-GCpI
q� = Velocity Pressure(pst)
= l
GCP, = +/-Internal Pressure Coefficient
GCPf = External Pressure Coefficient
GC f Roof Zones Fig 28.4-1 ASCE 7-10 Notes
Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 1) GCpf equal+-0.10 based on
published data from the Solar
0/12 '0.0 -0.69 -0.37 -1.07 -0.53 America Board for Codes and
1/12 4.8 -0.69 -0.37 -1.07 -0.53 Standards.
2/12 9.5 -0.69 -0.40 -1.07 -0.53 2) Wind Exposure B and C covered
3/12 14.0 -0.69 -0.44 -1.07 -0.53 in flus document.
4/12 18.4 -0.69 -0.47 -1.07 -0.54
5/12 22.6, -0.45 -0.35 -0.72 -0.65
6/12 26.6 -0.10 -0.15 -0.19 -0.58
7/12 30.3 0.21 -0.43 0.27 -0.53
8/12 33.7 0.21 -0.43 0.27 -0.53
9/12 36.9 0.21 -0.43 0.27• -0.53
10/12 39.8 0.21 -0.43 0.27 -0.53
11/12 42.5 0.21 -0.43 0.27 -0.53
12/12 -45.0 0.21 -0.43 0.27 -0.53
21/12 60.0 0.32 -0.41 0.40 -0.51
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C33 of C64
Series 100 Spa � rack-
Wind Design ASCE 7-10 Main Force Resisting System p
A
6005 Alloy Rail 5plounth-h-Ig
Mean Roof Height 0 to 30 ft
JDU
71
Ulm
0.3,
mr C
It
lag-
(Oak
Transverse Direction
C
®
tt sem
r�G -4-Ft
3
(C�K
4V
0
ip
1*6dinal Uredkn-
Zone Locations Main Force Resisting Systems ASCE 7-10
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C34 of C64
.a
Series 100 ra c k-
i,,:fyWind Design ASCE 7-10 Components and Cladding Walls 6005 Alloy Rail 'L"
Mean Roof Height 0 to 30 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
P= GCPi 4h = Velocity Pressure(psf)
9n GCP'
GCP, = +/-Internal Pressure Coefficient
i
GCP = External Pressure Coefficient
10 500:
U
_0 -t.4 t � -14
4,2
hl :� -1.0 4
0 m D.a -- y a
i Q 4 ® -0.6
0.2
tB,2
+o.a
�a tox
+0.8 :D.7
GCWalls (Fig.30.4-1) +1.0
Slope in Degrees Zone 4 Zone 5 Zone 4&5 +i.2
-1 10 20 50 100 200 5001000
0 t0 10 -1.00 -1.27 0.91 (0,1) (0,9) (1.9) (4.6) (9.3)(18;6} (5$5)(929)
10 to 45 -1.10 -1.39 -1.00 Effective Wird Area,-ft2
Notes
1) Roof slopes from 0" to 45"
2) Wind loading from 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0 1 *LDH(Least Horizontal Dimension)
4) Based on an area equal to the maximum area of one
39"x 78"PVpanel
i
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C35 of C64
Series 100 S n a ra ck-
Wind Design ASCE 7-10 Components and Cladding Roof
0 to 7 degrees for 6005 Alloy Rail ' P 11?/n �'* !`� r I j� ` T
Mean Roof Height 0 to 30 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
qh = Velocity Pressure(psf)
P=qh [GCp-GCp;] GCP, _ +/-Internal Pressure Coefficient
GCP External Pressure Coefficient
iQ 100
•as '
I .l
4.0
-28 29
-2 !
•24 B
�^ c r''
_ 1 2
I I m; -20 "
b I .ts
03
AD
a e -a.i -•i- I
I J m -QA-
I L E'
L I0
+O2 -1
+a2
,+D.3
+08 1 10-.28 ;50-109 2DD' 50MOD:
N.11 051k(U) :M 0(24- tabsi l
=Eftective Wind Mae,ft2-(rtf�
GC Roofs Fig.30.4-2A
Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3
0 t0 7 -0.99 -1.71 -2.59 0.29
Notes
1) Roof slopes from 0" to 45"
2) Wind loading from 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0.1 *LDH(Least Horizontal Dimension)
4) Based on an area equal to the maximum area of one
39"x 78"PV panel
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C36 of C64
Series 100
Snap,_;"',.',i'J ra a kTM
Wind Design ASCE 7-10 Components and Cladding Roof �-.•. . _
7 to 27 degrees for 6005 Alloy Rail '' �'- 1"�0 ,L
Mean Roof Height 0 to 30 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
P=qh GCp-GCpt 9n = Velocity Pressure(psf)
� � ,
GCp, = +/-Internal Pressure Coefficient
GCp = External Pressure Coefficient
C Q
---- - n s 13
I 1 e e Q- tiJ �w
2
1 • v 1 ^ � LJ
Q[ q 4C / F O: Q 0 Q; Q :O
� 1
1 ; --
f 1 1 • 2 ^•
a `
e 1 1
tI • 1 1 1 ' •
Q iQ a Imo_
—
GCP Roofs Fig.30.4-2B to tD0
.Zp 1 -2A
Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 zc a
7 to 27 -0.89 -1.64 -2.53 0.48 -20 1 i
� •1A ` 1 1 -11
Notes o. �� s
ca. 4.0 1
1) Roof slopes from 0" to 45' 2 'a°:1
as
2) Wind loading from 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0.1 *LDH(Least Horizontal Dimension)
Ina
4) Based on an area equal to the maximum area of one . 0 1 z s .aa
39"x 78"PV panel 1 1
7 10 20 50 900 200 5]01000
Effective Wind Area,it Z(m2)
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C37 of C64
Series .100 Sna I � r���TM
Wind Design ASCE 7-10 Components!and Cladding Roof
27 to 45 degrees for 6005 Alloy Rail P"-¢ iii � o'C ,fl
Mean Roof Height 0 to 30 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
P=qh [GCp-GCP;] qh = Velocity Pressure(psf)
GCPI = +/-Internal Pressure Coefficient
GCP = External Pressure Coefficient
I I
wy, _ ;-s, g :z :l a '
-
1' O w
A
a.•
tl 1 ��jJ A
Is
t, " 1 ► - -err-i-`-
�j 1t1 100
GC Roofs Fig.30.4-2C C ��
I83
Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 -q Flo as
27 tO 45 -0.98 -1.18 -1.18 0.89 2 l) cis
V AA
-42
Notes A2 0
1) Roofslopes from 0" to 45" 1
4M
IM
2) Wind loadingfrom 110 mph to 190 mph 3-s Gust. E 4a-
3)
Edge distance a=01 *LDH(Least Horizontal Dimension)
1 10 20 -50 100 200 5401000
4) Based on an area equal to the maximum area of one (01) R-9 ov (481 04 paq ,(qM
39"x 78-PV panel Eifective-Y ind A�,ft,
6W]
� I
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C38 of C64
U
(Series 100 Sna Ijtrack-
p�'
Seismic Design ASCE 7-10 Chapter 11 and 13 ,,,
6005 Alloy Rail ><`'Z? }l;o;1 C Sl
Mean Roof Height 0 to 30 ft '
ASCE 7-10 Seismic Design Section 13.6.9
Site Classification D Default"D"
Seismic Use Group II Table 11.5-1
Rp = 2.5 Input from Table 13.6-1 ASCE 7-10
Ap = 1.0 Input from Table 13.6-1 ASCE 7-10
Ip = 1.0 Input from Table 11.5-1 ASCE 7-10
Sg = 3.0 Input from USGS Program
S, = 1.5 Input from USGS Program
Fa = 1.0 Site Coefficient Table 11.4-1
F, 1.5 Site Coefficient Table 11.4-2
S,,,a = 3.0 ASCE 7-10 Section 11.4.3
Sml = 2.3 ASCE 7-10 Section 11.4.3
S& = 2.0 ASCE 7-10 Section 11.4.3
SO = 1.5 ASCE.7-10 Section 11.4.3
Z. = 30.5 Height at point of Attachment(ft.)
h, = 30.0 - Average Roof Height of Structure(ft.)
Fp = 0.97 Wp (Eq.13.3.1)
FP nm = 3.20 Wp FP
_ 0.4 ap SDS Wp (1+2 Z
Fp,,,a, = 0.60,Wp ( Rp ) h )
Ip
Use FP' = 0.97 Wp (Eq.13.3.2) Fp=1.6 SDS Ip Wp Max
(Eq.13.3.3) Fp=0.3 SDS Ip Wp Min
Vertical Accelerations
0.20(Sds)Wp
Notes
1) Based on an average deal load,of 4 psf the anticipated maximum seismic load is approximately
4 psf with a vertical accelerations of 1.6 psf wind loads govern the design of the PV system.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C39 of C64
Series 100 Sn� ,� ``�� rc�ck-
6005
Snow Loads ASCE 7-10 Chapter 7 ., ,
Alloy Rail
Mean Roof Height 0 to 30 ft
ASCE 7-10 Snow Loads Chapter 7
Pf=0.7 Ce Ct I Pg Snow Load Chart
Ground Snow P9 Flat Roof Pf Sloped Roof PS Sloped Roof PS
Ps= Cs Pf Slope<9/12 Slope 9/12 to 12/12
10 psf 8 8 8
20 psf 15 15 15
30 psf 23 23 23
40 psf 31 31 31 \
50 psf 39 39 39
60 psf 46 46 46
70 psf 54 54 54
80 psf 62 62 62
` 100 psf 77 77 77
120 psf 92 92 92
3 4 '6 8 12
on on on on on
12 12 12 1B 12
Calculations for Snow Loads Chapter 7
37.501
Ce = 1.00 Exposure Factor(Section 7.3.1)
C, = 1.10 Thermal Factor(Section 7.3 2)
I = 1.00 Importance Factor(Section 7 3.3)
\ All
Other Surfaces,
Unobstructed \
Slipperysurlaces
0' 301 60' 900
Roof Slbpe
7-21S.Cold roofs with'Cr=1.!
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C40 of C64
Series 100
n� rac rM
Rail Properties for 6005 Alloy Rail il`"'Y 'ift 211 , �liitcu iS"&° sy (�C-MI!'` S
Mean Roof Height 0 to 30 ft
Rail Properties for Downward Loads
Section Properties -
A = 0.63 int
S = 0.34 in
I = 0.46 in
' c
Stresses
Fb = 21.9 ksi
Fv = 21.9 ksi
E = 10000 ksi
Mallow = 7.45 k-in Rail Section •
Vallow = 6.38 k
Rail Properties for Upward Loads
Section Properties
A = 0.41 inz
S = 0.25 in3
I = 0.11 in
Stresses
Fb = 21.9 ksi
Fv = 21.9 ksi
E = 10000 ksi
Mallow = 5.53 k-in SnapNrack Standard Rail
Vallow = 4.16 k Keyed 6005 Alloy
Notes
1) Rail section properties determined from test data.
2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC
3) This report is using 6005 alloy rails
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C41 of C64
J
Series 100 �rt� �`�4►�,rc�c k�
PV panel Calculations&Component and Cladding Forces for ■ ,�,
6005 Alloy Rail
Mean Roof Height 0 to 30 ft
PV Panel Calculations for 39" x 65" Panel Connections
Panel Dimensions
65"Long Panels
Panel Width = 39.0 in
Panel Length = 65.0 in
Panel Weight = 70.4#
Panel Area = 17.6 ft
Universal End Clamp
Wind Loading
ASCE 7-10 Component and Cladding
Wind Speed 110 to 190 mph
Exposure Cat. C *;✓�
Edge Distance(a) 4 Ft
Component and Cladding
Loading Zone 1 Zone 2 Zone 3 Zones y,_
1,2,&3 _
d d•t- W e
Max -22.96 -30.71 -30.71 68.51 a •`` _, '',: }fi.
Mm -76.21 -128.56 -197.85 12.64
1) Roof slopes from 0° to 45'
2) Wind loadingfrorn 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) Adjustable End Clamp X-Clamp
Maximum Force at Mounting Bracket
Component and Cladding L;
Loading Zone 1 Zone 2 Zone 3 Zones
1,2,&3
End Clamp -335 -566 -871 302 r
Int.Clamp -671 -1132 N/A 603
1) 4 brackets minimum per PV panel to rail connection
,n
2) Only one corner of one PV paned maybe located in zone 3
3) Zone 2 may have multiple panels located in this zone
Mid Clamp 1 Mid Clamp 2
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C42 of C64
Series 100 Spap,_, ' r CPV panel Calculations&Component and Cladding Forces for
6005 Alloy Rail
Mean Roof Height 0 to 30 ft
PV Panel Calculations for 39" x 78" Panel Connections
Panel Dimensions
78"Long Panels
Panel Width = 39.0 in
Panel Length = 78.0 in _
Panel Weight = 84.5 #
Panel Area = 21.1 ft2
Wind Loading Universal End Clamp
ASCE 7-10 Component and Cladding
Wind Speed 110 to 190 mph
Exposure Cat. C ^-•
Edge Distance(a) 4 Ft
Component and Cladding
Loading Zone 1 Zone 2 Zone 3 Zones
1,2,&3
Max -22.96 -30.71 -30.71 68.51
Min -76.21 -128.56 -197.85 12.64
1) Roof slopes from 0' to 45'
2) Wind loading from 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0.1 *LDH(Least Horizontal Dimension)
Adjustable End Clamp X-Clamp
Maximum Force at Mounting Bracket t�
Component and Cladding
Loading Zone 1 Zone 2 Zone 3 Zones
1,2,&3 a
End Clamps -402 -679 -1045 362
Int.Clamp -805 -1358 N/A 724 .1
1) 4 brackets minimum per PV panel to rail connection
2) Only one corner of one PV panel may be located in zone 3 , )
3) Zone 2 may have multiple panels located in this zone `
Mid Clamp 1 Mid Clamp 2
6005 Alloy Rail
NSSE 5022 Sunnse Boulevard Fair Oaks CA 95628(916)536-9585 Page C43 of C64
i
Series 100 S n,au`\A5i,ra c1'k,,"
Lag Bolt Design 2012 NDS for 6005 Alloy Rail f' 1 �jt� ;
Mean Roof Height 0 to 30 ft
Lag Bolt Calculations for Roof Connection 65" long Panel
Bolt Connection to Roof Structure 65"Long Panels
2012 National Design Specifications
5116"Diameter Lag Bolt 2 112 min.embedment Maximum Wind Uplift(pso per Span Based On Lag Bolt
into framing member
Span Zone 2 Zone 3 Zone 2E Zone 3E
Allowable Tension = 258 Nin
Embedment length = 1.81 in 2 ft 62.7 62.7 62.7 125.4
Duration of Load = 1.6 wind 4 ft' 31.3 31.3 31.3 62.7
Allowable Tension = 747.2# ' 6 ft 20.9 1 20.9 20.9 41.8
Allowable Uplift = 339.6# 8 ft 15.7 1 15.7 15.7 31.3
Lag Bolt Calculations for Roof Connection 78" long Panel
Bolt Connection to Roof Structure 78"Long Panels
2012 National Design Specifications
5116"Diameter Lag Bolt 2 112 min.embedment Maximum Wind Uplift(psf)per Span Based On Lag Bolt
into framing member
Span Zone 2 Zone 3 Zone 2E Zone 3E
Allowable Tension = 258 Nin
Embedment length = 1.81 in 2 ft 52.2 52.2 52.2 104.5
Duration of Load = 1.6 wind 4 ft 26.1 26.1 26.1 52.2
Allowable Tension = 747.2# 6 ft 17.4 17.4 17.4 34.8
Allowable Uplift = 339.6# 8 ft 13.1 13.1 13.1 26.1
ALLOWABLE ' R
UPLIFTPA
1P'
M+
.75" 1.5" 1.25"
ALLOWABLE
TENSION
STANDOFF OR L-FOOT BASET y v
Notes
1) Only one corner of one PV panel may be located in zone
3E
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C44 of C64
Series 100 `��,
�. :�
� Rail Spans per ASCE 7-10 Loads S a rack
Tilt Angle 0 to 19 degrees for 6005 Alloy Rail
Mean Roof Height 0 to 30 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2
Load Combinations 3,5,6,7 and Lag Bolt Tension Values Tilt Angle 0 to 19 Degrees
Wind Load
Vult 110 : 115 120 125 130 135 140 145 150 155 160 170 180 190
9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 )28.8 30.7 32.8 37.0 41.5 46.2
Pg P, -10.7 -11.7 -12.7 -13.8 -14.9 ,46.1 -17.3 -18.6 -19.9 -21.2 -22.6 -25.5 -28.6 -31.9
0 0 140 132 1.25 119 114 1 Q9, 04 100 M ja 89 no 79 fi 7,,41
10 8 137 132 125 119 114 109 ,10.4 100 in 89 84 79 ,7,4
20 15 106 106 106 106 106 106 104 100 196 93 89 in 7,9 74
c 30 23 -90 90 90 90 90 .�90 9,0 9U 9�0 90 89 IM in 74
'4 40 31 79 79 79 79 79 79 79 '
9,1 IM in 79 in in 74W
3
50 39 72 72 72 72 72 72 72 72 72 72 72 IM 72 7r2
60 46 66 66 66- 66 66 66 66 66 66 66 66 so 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 ,62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 �W 52 52 52 52 52 52 52 52 52 1 52 1 52
120 92 48 48 1 48 ' 48 1 48 1 48 1 48 1 48 1 48 48 48 48 48 48
Notes
J
1) Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS.
2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design
1. D
2. D+ L
3. D+(Lr orSorR)
4. D+0.75L+0.75(Lr or S or R)
5. D+(0.6W or 0.75L)
6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S
7. 0.6D+0.6W
8. 0.6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C45 of C64
i
Series 100 S no' ,. ��`�� ra,c, ,k-
Tilt Rail Spans per ASCE 7-10 Loads p._„y.Angle 19 to 37 degrees for 6005 Alloy Rail ` llfl ou nva n g ' -sC i-P is
Mean Roof Height 0 to 30 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2
Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees
Wind Load
Vult 110 115 120 1 125 f30 135 1 140 145 1 150 155 160 170 - 180 190
9n 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Ps P, -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8
0 0 144 144 144 144 144 14k1 135 IM 12'4 10 114 107 100 13
10 8 134 133 132 1L0 129 128 127 125 124 119 IM 107 100 94
a. 20 15 106 106 106 106 106 106 M IM 105 104 103 101 100 94
2 30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88
40 31 79 79 79 79 79 - 79 79 79 79 79 79 79 In 79
o
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 1 52 52 52 52 52]:�4
2 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 8 48 48
Notes
1) Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS.
2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design.
1 D
2. D+ L
3. D+(Lr orSorR)
4. D+0.75L+0.75(Lr or S or R)
5. D+(0.6 W or 0.75L)
6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)\+0.755
7. 0.6D+0.6W
8. 0.6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C46 of C64
Series 100 Sna ; 4`J', roc k�
Rail Spans per ASCE 7-10 Loads
Tilt Angle 37 to 45 degrees for 6005 Alloy Rail
Mean Roof Height 0 to 30 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2
Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 37 to 45 Degrees
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
Ps P, -6.7 -7.3 -7.9 -8.6 -9.3 -10.0 -10.8 -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9
0 0 1441,' 1444v,,1,441 144 144 P;,,144,A`1>39, ,-127 , 1Y22 ltl&)';1x09„° 1'02 , -96
10 8 134 133 132 13Q 129 X128" '1'27 ' 1'25 124; 122 18 "3109 02{ x,96
20 15 106 106 106 106 106 106 106 105 105- �1 4�' 03',.CZ
1,01E 100,, ,.96
c 30 23 90 90 90 90 90 90 90 90 90 90 90 90 '89.., '
3
40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
0
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 -54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 1 52
120 92 48 1 48 48 48 48 48 48 48 48 48 48 48 48 48
Notes
1) Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS
2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design.
1 D
2. D+ L
3. D+(Lr orSorR)
4. D+0.75L+0.75(Lr or S or R)
5 D+(0.6W or 0.75L)
6a. D+0,75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S
7. 0.6D+0.6W
8. 0 6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches
6005 Allov Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C47 of C64
'Series 100
Sf' C1 ,
Rail Spans per ASCE 7-10 Loads .,� ^ - -
Tilt Angle 45 to 60 degrees for 6005 Alloy Rail
Mean Roof Height 0 to 30 ft
Rail Spins (in)Based on Load Combinations for ASCE 7-10 Chapter 2
Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angles 46 to 60 Degrees
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
,qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2
P� P, -6.3 -6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9
0 0 ",1_44 Ul"44_j MI�44 Fl"_44 M14 2 #1 M39 M13 5 M13 2 FM M M M M Ka
10 ' 8 128 126 124 123 "jlql I MI-20 I M1_18 31M I M I MM M1O 9 JIMI"99
20 15 106 106 105 104 103 102 101 100 99 98 97 95 "9,3 9.1
30 23 90 90 90 90 60 90 90 89 88 88 87 85 84 82
0
40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76
50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 71
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 -58 58 58 58 58 58 58 58 51 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48' 48 48 48 j
Notes C
Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt Withdraw values per the 2012 NDS.
2) Basic Load Combinations from ASCE 7-10 Section 2.4-Allowable Stress Design.
1. D,
'2. D+ L
3. D+(Lr or S or R)
4. D+0 75L+0.75(Lr or S or R)
5, D+(0.6W or 0.75L)
6a. D+0.75L+0.75(0.6Y19+0.75(Lr or S or R) 6b D+0.75L+0.75(0.7E)+0.75S
7. 0.6D+0.6W
8. 0.6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C48 of C64
Series 100 �i TM
5 n .n nck
Wind,Desi n ASCE 7-10 Main Force Resisting System
60Alloy Rail
} i .a.pp",ur��011
Mean Roof Height 30 to 60 ft
Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: II(Table 1.5-2)
qZ=qh=0.00256 kZ kZt kd V2 Wind Exposure Category C
kZ = 1.13 Velocity Pressure Exposure Coefficients(Table 26.8-1) a
K, = 1.00 Topographic Factor(Fig.26.8-1)
Kd = 0.85 Wind Directionality Factor(Table 26.6-1)
U
' Velocity Pressures
Wind Speed 110 115 120 125 130 135 140 145 150 155 160 170 180 190
qh 2935 32.52 35.41 38.42 41.56 44.81 48.19 51.70 55.32 59.07 62.95 71.06 79.67 88.77
ASD(0.6W) 17.85 19.51 21.24 23.05 24.93 26.89 28.92 31.02 33.19 35.44 37.77 42.64 47.80 53.26
P=qh [GCpf-GCpt] qh = Velocity Pressure(psf)
GCp, _ +/-Internal Pressure Coefficient
GCpf External Pressure Coefficient
GC,f Roof Zones Fig 28.4-1 ASCE)-10 Notes
Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 1) GCpf equal+-010 based on
published data from the Solar
0/12 0.0 -0.69 -0.37 -1.07 -0.53 America Boardfor Codes and
1/12 4.8- -0.69 -0.37 -1.07 -0.53 Standards.
2/12 9.5 -0.69 -0.40 -1.07 -0.53 2) Wind Exposure B and C covered
in this document.
3/12 1 14.0 -0.69 -0.44 -1.07 -0.53
4/12 18.4 -0.69 -0.47 -1.07 -0.54
5/12 22.6 -0.45 -0.35 -0.72 -0.65
6/12 26.6 -0.10 -0.15 -0.19 -0.58
7/12 30.3 0.21 -0.43 0.27 -0.53
8/12 33.7 0.21 -0.43 0.27 -0.53
9/12 36.9' 0.21 -0.43 0.27 -0.53
10/12 39.8 0.21 -0.43 0.27 -0.53
11/12 42.5 0.21 -0.43 0.27 -0.53
12/12 45.0 0.21 -0.43 0.27 -0.53
21/12 60.0 0.32 -0.41 0.40 -0.51
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C49 of C64
Series 100
SnaNra. ck
Wind Design ASCE 7-10 Main Force Resisting System -.M p-,
_6005 Alloy Rail ' :� '
Mean Roof Height 30 to 60 ft
C-
fi- Al 4�'t
425 Q)
++ 6`E}' .;?t�' {i5 •rte' t^ Flt '•�;.�i� "�
Ft- Ap
eij
- tio- � t'9Fkar,
e D may 4.. a t t
Tran,sverse•Diredon
ti .
':aa27L.nisi .C -,,••: -.a .� _;•!=E�
,i•7 J.• ,�:�F '.. <,w• r461;,• "._L�r'3.y:.r ," Y,. tl
' 4vzs
.•�i">19re� �. Y1 :,lEi �i 3aSi7 Csr+isj..} a ,'{l;t
ilk
_ �;:- ''sc•• 0` h' Ali ;i�T ;;,;`y�4,.-rt�`, .�a5er•utn
Lorigiti d16al-01tation-
Zone Locations Main Force Resisting Systems ASCE 7=10
6005 Addoy Raid
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C50 of C64
!
r
Series 100
Sn� I '=�; rack ,
Wind Design ASCE 7-10 Components and Cladding Walls
g 6005 Alloy Raili . .-
Mean Roof Height 30 to 60 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
_ qh = Velocity Pressure(psfl
F—q,, [GCp-GCP,] GCP, = +/-Internal Pressure Coefficient
GCP = External Pressure Coefficient
10 500
C-1)
�t -1
-0.4 l
i -D.2
5 y Q _ _ I
CL +0.4
+4.6 +0.7
a- +0.0
GC Walls (Fig.30.4-1) +1.0 4
Slope in Degrees Zone 4 Zone 5 Zone 4&5 +t'2
1 10 20 50 100 200 5001000
0 t0 10 -1.00 -1.27 0.91
10 to 45 -1.10 -1.39 -1.00 Effective Wind Area,'tt2 (m
Notes
1) Roof slopes from 0' to 45°
2) Wind loading from 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0 1 *LDH(Least Horizontal Dimension)
4) Based on an area equal to the maximum area of one
39"x 78"PVpanel
r
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C51 of C64
ti
Series 100 g P
S no ����`�� ra c�-
Wind Desi n ASCE 7-10 Components and Cladding Roof
0 to 7 degrees for 6005 Alloy Rail F1W VIARM Ima n', f, Sys"tech s
Mean Roof Height 30 to 60 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
9h = Velocity Pressure(psf)
P=q;, [GCp-GCP;] GCP, _ +/-Internal Pressure Coefficient
GCP = External Pressure Coefficient
i0 100
a2 6
�• I I
-3.0
.d
— L3 C:J: -2a k
i
U2 T
• a
h ( 4.2 - 1
'2 U.
•aa
I 1. •-aa
0
402I• z act)-`
1 .
t1 10 20 'S0•100 20D' 5001000.
Pl] 03)-ani -(+.M-eg
-=EffectiveWlhd-Aiea;ft 2-_(6j
GC Roofs Fig.30.4-2A
Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3
0 tO 7 -0.99 -1.71 -2.59 0.29
Notes
1) Roofslopesfrom 0" to 45"
2) Wind loading from 110 mph to 190 mph 3-s Gust.
3) Edge distance a=0.1 *LDH(Least Horizontal Dimension)
4) Based on an area equal to the maximum area of one
39"x 78"PVpanel
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C52 of C64
Series 100
Sna
`
Wind Design ASCE 7-10 Components and Cladding Roof
7 to 27 degrees for 6005 Alloy Rail =' - '•LI } - _ �'
Mean Roof Height 30 to 60 ft
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
qb = Velocity Pressure(pso
P=q;, [GCp-GCP;] GCp, _ +/-Internal Pressure Coefficient
GCp = External Pressure Coefficient
,Z 2
1 Y 1
+ 1 1 I h a a
1 1 1
I , 1
GC Roofs Fig.30.4-2B 1 �s to 100
.w
Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 '
a Z200
7 to 27 -0.89 -1.64 -2.53 0.48 a0
Notes , 4.0 1 C E u
c3
1) Roof slopes from 0' to 45'
51 A6
2) Wind loading from 110 mph to 190 mph 3-s Gust. 42
3) Edge distance a=0 1 *LDH(Least Horizontal Dimension) E ,a0
4) Based on an area equal to the maximum area of one
39"x 78"PVpanel i
1 10 20 50 100 200_ 500 1000
fIll) lel fel (4.5)50)(tA@-) 09PA
Effeative Wind Area,ft z(e)
6005 Allov Rail
NSSE 5022 Sunnse Boulevard Fair Oaks CA 95628(916)536-9585 Page C53 of C64
• f
' V
Series 100
iITTrail
Snapd,�k,.
Wind Design ASCE 7-10 Components and Cladding Roof
27 to 45 degrees for 6005 Alloy Rail
Mean Roof Height 30 to 60 It
Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1
P=qh [GCP-GCP;] qh = Velocity Pressure(psf)
GCP, _ +/-Internal Pressure Coefficient
GCP = External Pressure Coefficient
I I 1 I a
ay ,
.m— �
P
(- ,3.
[�2�)
jal—
.1 k f � i `•� t ��
f 1 -
a f t f f
1d, 103-
GC Roofs Fig.30.4-2C
Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 a 2 2 a 3 RC is
;v 4.0 1 to
27 tO 45 -0.98 -1.18 -1.18 0.89 -0.8 08
Notes0
" 0
1) Roofslopesfrom 0" to 45" iU
2) Wind loadingfrom 110 mph to 190 mph 3-s Gust. ,� i x 3 ,as
3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) ,41.0 �9
1 10 20 50 103 260 S301Q00
4) Based on an area equal to the maximum area of one tQi) R-,5 tL% (Q PA(taq (CARS)
39"x 78"PV panel Effedl"-lfllind AMB,k2(fi?)
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C54 of C64
Series 100 SnapNrack-
Seismic Desi n ASCE 7-10 Cha ter 11 and 13 -
ii.�iP
6005 Alloy Rail
Mean Roof Height 30 to 60 ft
ASCE 7-10 Seismic Design Section 13.6.9
Site Classification D Default"D"
Seismic Use Group II Table 11.5-1
RP = 2.5 Input from Table 13.6-1 ASCE 7-10
Ap = 1.0 Input from Table 13.6-1 ASCE 7-10
Ip = 1.0 Input from Table 11.5-1 ASCE 7-10
Sg = 3.0 Input from USGS Program
S, = 1.5 Input from USGS Program
Fe = 1.0 Site Coefficient Table 11.4-1
F„ = 1.5 Site Coefficient Table 11.4-2
S„,, = 3.0 ASCE 7-10 Section 11.4.3
S., = 2.3 ASCE 7-10 Section 11.4.3
S, = 2.0 ASCE 7-10 Section 11.4.3
Shc = 1.5 ASCE 7-10 Section 11.4.3
z = 60.5 Height at point of Attachment(ft.)
h = 60.0 Average Roof Height of Structure(ft.)
Fp = 0.97 Wp (Eq.13.3.1)
FP max = 3.20 Wp 0.4 ap SDs Wp z
Fp MM = 0.60 Wp Fp= ( Rp ) (1-I-2 h )
Ip
Use Fp = 0.97 Wp (Eq.13.3.2) Fp=1.6 SDs Ip Wp Max
`(Eq.13.3.3) Fp=0.3 SDs Ip Wp Min
Vertical Accelerations
0.20(S6)Wp
Notes
1) Based on an average deal load of'4 psf the anticipated maximum seismic load is approximately
4 psf with a vertical accelerations of].6psf wind loads govern the design of the PV system.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C55 of C64
c
Series 100
Sna `V'r!J rac k
Snow Loads ASCE 7-10 Chapter 7 ;
6005 Alloy Rail .
Mean Roof Height 30 to 60 ft
ASCE 7-10 Snow Loads Chapter 7
Pf=0.7 CQ Ct I PSnow Load Chart
g
Ground Snow Ps Flat Roof Pf Sloped Roof PS Sloped Roof PS
Slope<9/12 Slope 9/12 to 12/12
Ps=Cs Pf ,
10 psf 8 8 8
20 psf 1 15 15 15
30 psf 23 23 23
40 psf 31 31 31
50 psf 39 39 39
60 psf 46 46 46
70 psf 54 54 54
80 psf 62 62 62
100 psf 77 77 77
120 psf 92 92 92
3 4 6 8 12
on, on on on, on
12- "12 12 12 12
Calculations for Snow Loads Chapter 7
3.7.5°
Ce = 1.00 Exposure Factor(Section 7.3 1) 100
C, = 1.10 Thermal Factor(Section 7.3 2) \
I = 1.00 Importance Factor(Section 7.3.3) \
\ Ali
Other Surfaces
Unobstructed \
'Sllppery-Surlaces
0, .30° 160" 900
Roof Slope
7=2b:Cold roofs with Cr=1:1
J
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C56 of C64
A_
Series 100 ��`
Sna is rack-
,rc
Rail Properties for 6005 Alloy Rail FZI t4
Mean Roof Height 30 to 60 ft
Rail Properties for Downward Loads
Section Properties
A = 0.63 int
S = 0.34 in'
I = 0.46 in
Q
Stresses
Fb = 21.9 ksi
F„ = 21.9 ksi
E = 10000 ksi
Ma110w = 7.45 k-in
.hail Section
Vallow = 6.38 k
Rail Properties for Upward Loads
Section Properties
A = 0.41 int
S = 0.25 in'
I = 0.11 in4
Stresses
Fb = 21.9 ksi
Fv = 21.9 ksi
E = 10000 ksi
Mallow = 5.53 k-in SnapNrack Standard Rail
Vow = 4.16 k Keyed 6005 Alloy
Notes
1) Rail section properties determined from test data.
2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC.
3) This report is using 6005 alloy rails
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C57 of C64
rt�cl�Series 100 Snapir�,,Nj,
PV panel Calculations&Component and Cladding Forces for
6005 Alloy Rail
Mean Roof Height 30 to 60, ft
PV Panel Calculations for 39" x 65" Panel Connections
Panel Dimensions
65"Long Panels
Panel Width = 39.0 in
Panel Length = 65.0 in
Panel Weight = 70.4#
Panel Area = 17.6 t3Z
Universal End Clamp
Wind Loading
ASCE 7-10 Component and Cladding
Wind Speed 110 to 190 mph f.•-- - �" ''" .
Exposure Cat. C
Edge Distance(a) 4 Ft
Component and Cladding
r
Loading Zone 1 Zone 2 Zone 3 1 Z2 n&3 M �r
Max -26.48 -35.41 -35.41 79.00
Min -87.88 -148.24 -228.13 14.58 y �*
1) Roof slopes from 0' to 45'
2) Wind loading from 110 mph to 190 mph 3-s Gust
3) Edge distance a=4 ft based on a 40 ft least width or depth and a Adjustable End Clamp X-Clamp
mean roof height less than 60 ft.
Maximum Force at Mounting Bracket
Component and Cladding
Loading Zone 1\ Zone 2 Zone 3 Zones i.
1,2,&3
End Clamp -387 1 -652 -1004 348 f'
Int.Clamp -774 -1305 N/A 695
1) 4 brackets minimum per PVpanel to rail connection
2) Only one corner of one PV paned may be located in zone 3
3) Zone 2 may have multiple panels located in this zone _
Mid Clamp 1 Mid Clamp 2
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C58 ' of C64
r
Series 100
Snal" Tack-
PV panel Calculations&Component and Cladding Forces for
6005 Alloy Rail
Mean Roof Height 30 to 60 ft
PV Panel Calculations for 39" x 78" Panel Connections
Panel Dimensions
78"Long Panels
Panel Width = 39.0 in �.
Panel Length = 78.0 in
Panel Weight = 84.5 #
Panel Area = 21.1 fr2
Wind Loading Universal End Clamp
ASCE 7-10 Component and Cladding
Wind Speed 110 to 190 mph
Exposure Cat. C
Edge Distance(a) 4 Ft
Component and Cladding
Loading Zone 1 Zone 2 Zone 3 Zones
1,2,&3
r'n TI
Max -26.48 -35.41 -35.41 79.00 i
ht, "..�,
Min -87.88 -148.24 -228.13 14.58
1) Roof slopes from 0° to 45°
2) Wind loading from 110 mph to 190 mph 3-s Gust. ��
3) Edge distance a=4 ft based on a 40 ft least width or depth and a
mean roof height less than 60ft. Adjustable End Clamp X-Clamp
Maximum Force at Mounting Bracket - (.
Component and Cladding
Loading Zone 1 Zone 2 Zone 3 Zones
1,2,&3
End Clamps -464 -783 -1205 417
Int.Clamp -928 -1566 N/A 834
1) 4 brackets minimum per PV panel to rail connection F`
2) Only one corner of one PV panel may be located in zone 3
3 Zone 2 may have multiple panels located in this zone `;, ": '+F `"
Mid Clamp 1 Mid Clamp 2
6005 Allov Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C59 of C64
Series 100 `
Snap ,,, rack-
h
Lag,Bolt Design 2012 NDS for 6005 Alloy Rail s ;'' dlz i 4 ir 'n' i �
Mean Roof Height 30 to 60 ft
Lag Bolt Calculations for Roof Connection 65" long Panel
Bolt Connection to Roof Structure 65"Long Panels
2012 National Design Specifications
" Maximum Wind Uplift(psf)per Span Based On Lag Bolt
5116"Diameter Lag Bolt 2 112min.embedment
into.framing member
Span Zone 2 Zone 3 Zone 2E Zone 3E
Allowable Tension = 258 Nin
Embedment length = 1.81 in 2 ft 62.7 62.7 62.7 125.4
Duration of Load = 1.6 wind 4 ft 31.3 31.3 31.3 62.7
Allowable Tension = 747.2# 6 ft 20.9 1 20.9 20.9 41.8
Allowable Uplift = 339.6# 8 ft f5.7 15.7 15.7 1 31.3
Lag Bolt Calculations for Roof Connection 78" long Panel
Bolt Connection to Roof Structure 78"Long Panels
2012 National Design Specifications
5116"Diameter Lag Bolt 2 112"min.embedment Maximum Wind Uplift(psf)per Span Based On Lag Bolt
into framing member ,
Span Zone 2 Zone 3 Zone 2E Zone 3E
Allowable Tension = 258 #/m
Embedment length = 1.81 in 2 ft 52.2 52.2 52.2 104.5
Duration of Load = 1.6 wind 4 ft 26.1 26.1 26.1 52.2
Allowable Tension = 747.2# 6 ft 17.4 17.4 17.4 34.8
Allowable Uplift = 339.6# 8 ft 13.1 13.1 13.1 26.1
ALLOWABLE
UPLIFT '. 4
FA VA M+ f
.75" 1.5" 1.25"
ALLOWABLE
TENSION
STANDOFF OR L-FOOT BASE
Notes
1) Only one corner of one PV panel maybe located in zone
3E
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C60 of C64
Series 100
Snapur" rack
$.
Rail Spans per ASCE 7-10 Loads
1 Tilt Angle 0 to 19 degrees for 6005 Alloy Rail FIV re �` n"rumat � `�' 0'�'�"
Mean Roof Height 30 to 60 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2
~ Load Combinations 3,5,-6,7 and Lag Bolt Tension Values Tilt Angle 0 to 19 Degrees
r Wind Load -
Vult 110 115 120 125 130 135- 140 145 150 155 160 170 180 190
9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Ps P, -12.3 -13.5 -14.7 -15.9 -17.2 -18.6 -20.0 -21.4 -22.9 -24.5 -26.1 -29.4 -33.0 -36.7
0 0. 1%28 1F21 115 1`09 1�0 00 9,6 92 89 86 83 7,p7 WE j69
10' 8 128 12+1 115 1.09 105 100 jWr6j W92 89 Ig 86 83 717 7' "6_9
3
20 15 106 1,06 106 106 105 100 fJ961 It9A 89 86 83 77 NJ 69V
c 30 23 90 90 9,0 9U 90 90 90 9�0 89 86 83 77 73 69
`-4 40 31 79 79 79 79 79 79; 77 LM 79 79 79 717 ?3 69k
3
50 39 72 72 72 72 72 72 72 72 7,2 72 72 7,2 72 69,
60 46 66 66 66 66 66 66 66- 66 66 66 _ 66 6666 66�
70 54 62 62 62 62., 162 62 62 62 62 62 62 X62 .,62 „ 62-j
80 62 58 58 58 58 58 58 58 58 X58 58 58 58 �,t5858_
100 77 1 52 1 52 52 1 52 52 52' 52 52 52 52 52 52 E48
52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 d 48
Notes
1) Tables are based on critical rail span for load combinations as specified to
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS.
2) Basic-Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design.
1. D
2. D+ L
3. D+(LrorSorR)
4. D+,0.75L+0.75(LrorSorR)
5. D+(0.6W or 0.75L)
6a. D+0.75L+0.75(0.6W)'+0.75(Lr or S or R) 6b. D+0.75L+0 75(0.7E)+0.755
7. 0.6D+0.6W
8. 0.6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
-NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C61 of C64
Series 100 S
nar, ,.U, rc�ckTMRail Spans per ASCE 7-10 Loads
Tilt Angle 19 to 37 degrees for 6005 Alloy Rail
Mean Roof Height 30 to 60 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-16 Chapter 2
Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190-
9e 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg P, -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -13.0 -14.0 -14.9 =16.0 -17.0 -19.2 -21.5 -24.0
`0 0 144 144 MI JM IM JM 1M23 118 114 IM 105 no IM 87
10 8 132 .4131 129 128 027 123 1►23 118 114 109 105 98 92 87
a 20- 15 106 106 106 106 1'06 105 IM fM I 103 I 102 101 In 1 929P7;2j
0 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87
3 40 31 79 79 79 79 79 79 79 79 79 79 79 ,79 79
50 39 72 72 72 72 72 72 72 72 -72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66 66 /66 ' 66
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
C 806L488
58 58 58 58 58 58 58 58 58 58 58 58 58
EJ]2
52 -52 52 52 52 52 52 52 52 52 52 52 52
48 48 48 48 48 48 48 48 48 •48 48 48 48
Notes
1) Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS
2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design.
1. D
2. D+ L
3. D+(Lr orSorR)
4 D+0.75L+0.75(Lr or S or R)
5. D+(0.6W or 0.75L)
6a. D,+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S
7. 0.6D+0.6W -
8. 0 6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C62 of C64
l
Series 100 Snapj ,��_racRail Spans per ASCE 7-10 Loads � ,
Tilt Angle 37 to 45 degrees for 6005 Alloy Rail � V� '.1��,04. nls�� '�stre m
Mean Roof Height 30 ' to 60 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2
Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 37 to 45 Degrees
Wind Load
Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190
9n 17.9 19.5 21.2 23.1 24:9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 - 47.8 53.3
Pg P, -7.7 -8.4 -9.1 --9.9 -10.7 -11.6 -12.4 -13.3 =14.3 -15.2 -16.2 -18.3 -20.6 -22.9
0 0 144 144 IMIM 139 133 127 1`22 117 112 108 104 94 89
10 8 132 131 VM IM 127 125 1x24 122 117 112 108 104 94 89
N 20 15 106 106 106 106 106 105 1Q5 IM IM I 102 IM 10 IM 1 89
c 30 23 90 90 90 90 90 90 ' 90 90 90 "90" 90 8987 I 86
'4 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79
3
0
50' 39 72 72- 72 72 72 72 72 72 72 72 72 72 72 72
60 46 66 66 66 66 66 66 66 66 66 66 66. 66 66 66
70' 54 62 62 62 62 62 -62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 `52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48'
Notes
1) Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS.
2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design.
1. D
2. D+ L
3. D+(LrorSorR)
4. D+0.75L+0.75(Lr or S or R)
5. D+(0.6W or 0.75L)
6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0 75(0.7E)+0.75S
7. 0.6D+0.6W
8. 0.6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
NSSE 5022 Sunrise,Boulevard Fair Oaks CA 95628(916)536-9585 Page C63 of C64
i
- Series 100
Snap�4����� rac
Rail Spans per ASCE 7-10 Loads - ,
Tilt Angle 45 to 60 degrees for 6005 Alloy Rail w t �' �; °�1 '�' 'I Y AS
Mean Roof Height 30 to 60 ft
Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2
Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angles 46 to 60 Degrees
Wind Load
Vult 110 115 120 125 130 135 140 145 1 150 155 160 170 180 190
9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3
Pg Ps -7.3 -8.0 -8.7 -9.5 -10.2 -11.0 -11.9 -12.7 -13.6 -14.5 -15.5 -17.5 -19.6 -21.8
0 0 q 144 f 1'44 143 139 136 1132 129 125 120 115 111 104 97 91
10 8 125 123 1122 120 118 116 115 113 IM 110 108 104 M in
a
20 15 105 104 103 102 101 100 99 98 97 96 95 92 90 88
v
30 23 90 90 90 90 90 89 88 87 87 86 85 83 82 80
0
'4 40 31 79 79 79 79 79 79 79 79 79 79 78 77 76 74
3
0n 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69
60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 65
70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62
80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58
100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52
120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48
Notes
1) Tables are based on critical rail span for load combinations as specified in
chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS.
V
2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design.
1. D
2. D+ L
3. D+(Lr orSorR)
4. D+0.75L+0.75(Lr or S or R)
5. D+(0.6W or 0 75L)
6a. D+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0 75L+0.75(0.7E)+0.75S
7. 0.6D+0 6W
8. 0.6D+0.7E
3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches.
6005 Alloy Rail
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C64 of C64
JIT
Series 100 na ' ac
Structural Report and Calculations
Appendix A: ASCE-2010 to 2005 conversion sheet
The 100 Series report's results have been calculated according to the ASCE-2010 guidelines. If
the results would rather be examined in terms of the ASCE-2005 codes,the following conversions
must be applied for the two codes' results to be of equivalence.
This appendix also applies for converting to different years for IBC codes. For 2006 and 2009
IBC,use,the ASCE-2005 codes, and for the 2012 IBC, use the ASCE-2010 codes.
Factors specific to this report
1) The roof-mounted solar panels are in terms of Risk Category II
2) The importance factor for the ASCE-2005 code is I= 1.0
3) The ASCE-2010 code has no importance factor for the wind loads
4) The snow load's importance factor remains the same for both the 2005 and 2010 codes
5) Thus, calculations that utilize wind loads are the ONLY ones that need conversions
Velocity Equivalence (mph)
V3-sec ASCE-2005 Vult ASCE-2010
85 110
90 115
100 120
110 130
120 140
130 150
140 160
150 170
160 180
170 190
180 200
190 210
The following velocities listed in the graph refer to some V2005 being equal to some V2010. In other
words,use the following velocities in accordance with either ASCE-2005 or ASCE-2010.
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page Al
REVISION
SNAPNRACK SERIES 100 ON FLASHED L-FEET
FLASHED L-FEET ARE OPTIMIZED FOR QUICK —
AND ROBUST INSTALLATION ON STANDARD _—
COMPOSITION SHINGLE ROOF SURFACES
FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED
®H®®
SNAPNRACK
STANDARD RAIL
ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD
ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR
STRUCTURAL MEMBERS SUCH AS STEEL PURLINS❑ ROOF SHEATHING, UNDERLAYMENT,
AND ROOFING MATERIAL®
®®
MAINSTREAM ENERGY CORP. DESIGNER G McPheetere SCALE ® PART NUMBER DESCRIPTION REV
D Ryan SERIES 100 OVERVIEW,ON FLASHED
DRAFTER v 5100 D01 F
PM Gnlomufltkeuo� �® „m,�d DATE ® L-FEET
APPROVED BY
SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION
NOTES: -
-STANDARD LAG BOLT SPEC ASSUMES -
5/16" LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL -
MEMBERS/RAFTERS
-TORQUE ALL S' HARDWARE TO THE
FOLLOWING: ROOF RAFTERS OR
-SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS
-BLACK S.S. 7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE OF
POST(UPSLOPE®DOWNSLOPE)
-FOR UNEVEN ROOF SURFACES, USE SNAPNRACK MODULE
UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG
FOOT OR STANDOFF. SEE DRAWING // (NOT TO EXCEED 300
"STANDARD RAIL LEVELING" FOR / // OR MANUFACTURER'S
DETAILS AND LIMITATIONS /// / / RECOMMENDATIONS)
MODULE OVERHANG
STANDOFFS ARE BOLTEDLy/ // / / / -A
INTO ROOF RAFTERS OR /// //
STRUCTURAL MEMBER I I//
Ly// /�/�//
"RAIL SPAN"
DISTANCE BETWEEN
ROOF ATTACHMENTS
"RAIL END OEERHANQ'(NOT TO EXCEED
® OF ACCEPTABLE RAIL SPAN)
Sncapn n racn MAIN«ESTREAM ENERGY CORP DESIGNER G McPheeters SCALE DNS PART NUMBER DESCRIPTION REV
-M5)-- DRAFTER D Ryan S100 D05 SERIES 100 TYPICAL LAYOUT
DATE
PM m@umtIno abab -,&-_-_-%,-..-w waE,<. APPROVED BY 120113
NOTES: REVISION
-5/16" LAG BOLTS MUST EMBED —_
2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT —
-TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING —
SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT
COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS
CAN BE MOUNTED IN s -BLACK S.S.7-9 FT-LBS STEP 2: SLIP FLASHING OVER
ANY ORIENTATION S.S. FLANGE NUT -RAILS CAN MOUNTTO EITHER SIDE L FOOT BASE AND UNDER ROW
X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE
SNAPNRACK S.S. BOLT AND
CHANNEL NUT SPLIT WASHER
O "S.S. LAG SCREW
® WITH FLAT WASHER
SNAPNRACK 2.5" MINIMUM EMBEDMENT
STANDARD RAIL IS STANDARD ,
SNAPNRACK COMPOSITION
ROOF FLASHING STEP 1: BOLT L FOOT
BASE TO ROOF WITH
LAG BOLT
SNAPNRACK L FOOT BASE ROOF DECKING TYP.
o
ROOF DECKING TYP.
FLASHED L FOOT MOUNTING POINT FOR
USE ON COMPOSITION ROOF SURFACES
WITH LOW TO MODERATE TILT
RAILS CAN BE LEVELED UP TO 3"USING
UP TO TWO LEVELING SPACERS AS
SHOWN IN"SERIES 100 RAIL LEVELING" COMPLFMD INSTALLATION
RAFTER TYP.
�����n���n MAINSTREAM ENERGY CORP DESIGNER G McPheeters SCALE DNS PART NUMBER DESCRIPTION REV
IIJI\\VII llf— »aRZop E���. Po�,�.o ��
°"E°°'"�°°'s�xcem,"°°° DRAFTER D Ryan PEN DETAIL 01,FLASHED L FOOT TO
(AAlomoottBo� m, „m�. DATE 120113 S100 PEN D01 RAFTER
�?i® °� APPROVED BY