BSOL2016-009878-495 CALLE TAMPICO .
LA QUINTA, CALIFORNIA 92253
c&'.r44v4"
r COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
- .Application Number:
BSOL2016-0098
Owner:
Property Address:
45420 DESERT AIR ST ST
LUIS DE
APN:
604321013
Application Description:
DEARCO/5.42 kW PV SYSTEM -(19)285W PANELS W/MICROINV+100A SUB
922 i
* i
Application Valuation:
$21,660.00
78-495 CALLE TAMPICO .
LA QUINTA, CALIFORNIA 92253
c&'.r44v4"
r COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
- .Application Number:
BSOL2016-0098
Owner:
Property Address:
45420 DESERT AIR ST ST
LUIS DE
APN:
604321013
Application Description:
DEARCO/5.42 kW PV SYSTEM -(19)285W PANELS W/MICROINV+100A SUB
922 i
Property Zoning:
Application Valuation:
$21,660.00
Applicant:
Contr t
MOSHE YACOBY ELECTRICAL CONTRACTOR
MOSE
6301 ELLENVIEW AVE
6301 l
WEST HILLS, CA 91307
WEST
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
and my License is in full force and effect.
License Class: C10 license No.: 465649
17:� - 0
Date: Contra
OWNER -BU DER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any
city or county that requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for the permit to file a
signed statement that he or she is licensed pursuant to the provisions of the
Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a
permit subjects the applicant to a civil penalty of not more than five hundred dollars
($500).:
( ) I, as owner of the property,.or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for sale.
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
apply to an owner of property who builds or improves thereon, and who does the work
himself or herself through his or her own employees, provided that the improvements
are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner -builder will have the burden of proving that
he or she did not build or improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
State License Law does not apply to an owner of property who builds or improves
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
the Contractors' State License Law.).
(_) I am exempt under Sec. . B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date:. 5/18/2016
p A 0
—]D
MAY' 2
tor:
YACOBY Eff6MOVAJAACTOR
(818)535-4477
LIC. No.: 465649
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
have and will maintain workers' compensation insurance, as required. by '
Section 3700 of the Labor Code, for the performance of the work for which this permit
is issued. My workers' compensation insurance carrier and policy number are:
Carrier:_ Policy Number: _
I certify that in the performance of the work for which this permit isissued, I
shall not employ any person in any manner so as to become subject to the workers'
compensation laws of California, and agree that, if I should become subject to the.
workers' compensation provisions of Section 3700 of the Labor C II forthwith
comply with those pro isions.
Date: Applic
WARNING: FAILURE TO SECUREC�dFEIQ�ATION COVERAGE IS UNLAWFUL,
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT: Application is hereby made to the Building Official for a permit subject to
the conditions and restrictions set forth on this application.
1. Each person upon whose behalf this application is made, each person at whose
request and for whose benefit work is performed under or pursuant to any permit
issued as a result of this application , the owner, and the applicant, each.agrees to, and
shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and
employees for any act or omission related to the work being performed under or
following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is
not commenced within 180 days from date of issuance of such permit, or cessation of
work for 180 days will subject permit to cancellation.
I certify that I have read this application and state that the above information is correct.
I agree to comply with all city and county ordinances and state laws relating to building
construction, and hereby authorize representatives of this city to enter
above-mentioned pr rty for inspection purposes.
Dates/ F/ Signature (Applicant or
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4 Total'Paid"for ELECTRICAL: $96,68 ,. $96.68
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PAID DATE'
PERMIT ISSUANCE
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0
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$91:85
5/18/16
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CHECK
R15592 -
30124`
"RSE.
Total -Paid fot PERMIT. ISSUANCE: $91.85 $91.85 :. .
TOTALS
a
Description: DEARC0/5.42 kW PV SYSTEM -(19)285W PANELS W/MICROINV+100A SUB
Type: SOLAR Subtype: Status: APPROVED
Applied: 5/10/2016 RSE
Approved: 5/18/2016 JFU
Parcel No: 604321013 Site Address: 45420 DESERT AIR ST ST LA QUINTA,CA 92253
Subdivision: TR 23935-5 Block: Lot: 13
Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning:
Finaled:
Valuation: $21,660.00 Occupancy Type: Construction Type:
Expired:
No. Buildings: 0 No. Stories: 0 No. Unites: 0
ACTION DATE
Details: 5.415 kW SOLAR ARRAY - (19) 285W SOLAR WORLD SW 285 MONO PANELS W/ ENPHASE M250 MICROINVERTERS + 100A LOAD
CENTER [342SF] 2013 CALIFORNIA ELECTRICAL CODE.
FINANCIAL INFORMATION
Printed: Wednesday, May 18, 2016 3:32:11 PM 1 of 3.
S YS Tf ti1S
ADDITIONAL
CHRONOLOGY
CHRONOLOGY TYPE STAFF NAME
ACTION DATE
COMPLETION DATE NOTES
TELEPHONE CALL JAKE FUSON
5/18/2016
5/18/2016
NOTIFIED ERIKA PEREZ (818-447-0262) THAT PLANS WERE
APPROVED AND PERMIT WAS READY TO ISSUE.
CONDITIONS
NAME TYPE
NAME
ADDRESSI
CONTACTS
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
MOSHE YACOBY ELECTRICAL
CONTRACTOR
6301 ELLENVIEW AVE
WEST HILLS
CA
91307
CONTRACTOR
MOSHE YACOBY ELECTRICAL.
CONTRACTOR
6301 ELLENVIEW AVE
WEST HILLS
CA
91307
OWNER
LUIS DEARCO
92253
FINANCIAL INFORMATION
Printed: Wednesday, May 18, 2016 3:32:11 PM 1 of 3.
S YS Tf ti1S
Permit Details PERMIT NUMBER
City of La Quinta BSOL201r600.9$��
ad.
DESCRIPTION
ACCOUNT"
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
-METHOD
PAID BY
CLTD
BY
SOUTHERN
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
5/18/16
RlSS92
30124
CHECK
CALIFORNIA HOME
RSE
IMPRO
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00 • $1.00
BSA:
PV SYSTEM -ARRAY,
A
SOUTHERN
101-0000-42403
0
$24.17
$24.17
5/18/16
R15592
30124
CHECK
CALIFORNIA HOME
RSE
FIRST
IMPRO
PV SYSTEM - ARRAY,
SOUTHERN
101-0000-42600
0
$24.17
$24.17
5/18/16
RlSS92
30124
CHECK
CALIFORNIA HOME
-RSE
FIRST 20 PC
IMPRO
PV SYSTEM - MISC
SOUTHERN
101-0000-42403
0'
$24.17
$24.17
5/18/16
RlSS92
30124
CHECK
CALIFORNIA HOME
RSE
EQUIPMENT
IMPRO
PV SYSTEM -MISC
SOUTHERN
101-0000-42600
0
$24.17
$24.17
5/18/16
R15592
30124
CHECK
CALIFORNIA HOME
RSE
EQUIPMENT PC
IMPRO
Total Paid for ELECTRICAL: $96.68 $96.68
SOUTHERN
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$91.85
5/18/16
R15592
30124
CHECK
CALIFORNIA HOME
RSE
IMPRO
Total Paid for PERMIT ISSUANCE: $91.85 $91.85
TOTALS:
PARENT PROJECTS
Printed:. Wednesday, May 18, 2016 3:32:11 PM 2 of 3
srsTrMs
Printed: Wednesday, May 18, 2016 3:32:11 PM 3 of 3
SYSTEMS
strt.#:
Of Quinta
Buitding 8r Safety Division
P.O. Box 1504,78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777 7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: � �� )0,:Yr
Owner's Name:. LLA",-. -Ze
A. P. Number. ploL , �ja 01-2
Address:
Legal Description:
City, ST, Zip:
Contractor: M � \ 4 P kC _ ov� .
Address: s4-
Telephone:
Project Description:
City, ST, Zip:
nV�A-
✓o
Telephone: �i 2 "`
p � is I�• u�v • b�i� �0 . r ,�w:�• Y � �`� "Tess C 1.� �� a c
State Lie. #: 4 City Lie.. #; � j ����,�� (� �
Arch, Engr., Designer:
r
Address:
City., ST. Zip:
Telephone: Construction Type: S64."? Occupancy:
e Lic #:Project type (circle one): rM, Add'a Alter Repair Demo
Name of Contact Person: I CSUL - ?%r Y 0034d iWA' i Sq, Ft.: 31 # Stories: I -Tit-Units:
Telephone # of Contact Person.21 -(3M5 a
Estimated Value of Project (p• o
APPLICANT: DO NOT WRITE BELOW THIS LINE
H
Submittal
Req'd
Recd
TRACKNG
PERMIT FEES
Plan Sefs
Plan Check submitted
Item Amount
S"ctural Calm
Reviewed, ready for corrections
Plan Check Deposit_ .
Truss Calcs•
Called Contact Person
Platt Check Balance
Title 24 Cates.
Plana picked up
Construction
Flood plain plan
Pians resubmitted..
Mechanical
Grading plan
2fd Review, ready for correctionslissue
Electrical
Subcostactor List
Called Contact Person
Plumbing
Grant Deed
Plana picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
7id Review; ready for correcdonsAssue
Developer Impact Fee
Planning Approval-
Called Contact Person
A.LP-P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
THIS PROJECT SHALL COMPLY WITH
All construction shall comply with the 2013 California Building,
Residential, Mechanical, Elictrical, Plumbing, Energy and Green
Building Codes and the La Quinta Municipal Code.
SCOPE OF WORK
5.415 Kw, Roof Mount
(19) 285W Solar World Modules
(19) Enphase Micro Inverters
(1) AC Disconnect
1) Combiner Box
Lot Size: 133' x 75'
SHEET INDEX
PG 1 - SITE PLAN
PG 2 - ROOF PLAN
PG 3 - ONE LINE DIAGRAM
PG 4 - GENERAL NOTES
PG 5 - PLAC CARD SHEET
PG 6 - WIRE CALCS
EQUIPMENT DATA SHEETS
RELATED INFORMATION
CUSTOMER INFO
Luis De Arco
45420 Desert Air St.
La Quinta Ca 92253
APN: 604.321.013
NOTE: "Photovoltaic system conductors shall be identified
and grouped. The means of identification shall be
permitted by separate color coding, marking tape, or
other approved means. The means of grouping shall
be wire ties or similar means at least once, and -then at
intervals not to exceed six (6) feet." (CEC 690.4(B))
(n) 200A Main Service Panel
(n) AC Disconnect
(n) Combiner Box
CONTRACTOR
6301 Ellenview Ave. West H
Phone: 818.304.0810 Fax: 8
4j
W
Q
a�
C)
16`
(e)Chimney CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
10' �
DAT4W
gIzaSy
JF -
101
O / I II I (e) Pool
IN
CONTACT INFORMATION
Jesus Perez
1307 phone: 818.251.0752
.0812 email: jperersadp@gmail.com
Lei
75'
°o C�
SIH E -EVI
s for co or a e to structu I culations
133'
Todd 1L. Lacher, R.C.E. 67656
of Engineering, Inc.
PG I
MAY 10 2016
CITY OF LA QUINTA
COMMUNITY DEVELOPMENT
NOTE. Poposed 314 emt shall
be determined. at install
1- Main Service Panel
2- 285W Solar World Modules
3- Enphase Micro Inverter
z
4- AC Disconnect
v 5- Combiner Box
6- J -Box
7- Ald amt
Luis De Areo
45420 Desert Air St.
La Quintal Ca 92253
ROOF DETAIL
2" x 4" 24" 0. C.
2,3
U MAX
4' ROOF STANTION 1 ` — ALUMINUM RACKING
L (� F=
ANCHOR POINT
ANCHOR POINT
ANCHOR POINT
S Tile Roof
721
1
04 \'__ ANCHOR POINT
- S Tile Roof
�— Post, can be installed
through the top of
Habituate U. Seat band
quick hook
3 Course Flashing
(mastci, tape, mastic
PG 2
r
SYSTEM WEIGHT+
ARRAY 342 SQ.F 1 .
SOLAR WORLD MODULES
5/16" stainless s I diamet lag scre s @6' o.c. �r
with 3" pene on into exi "ng Pram g member. C� =
3.1 LBS / SQ. FT.
Roofirac tm.
.6LBS / SQ. FT.
TOTAL. LBS / SQ. FT.
roof sealan ti bol
into roof f �tE ED
for con or nce to stru t al calculati
2 x 4 �
3.7 LBS / SQ. FT.
5/16° X 3 1/2°
T d L. Lacher, R.C.E. 6765
Pool Engineering, Inc.
CONTRACTOR IN.FOR ATION
CONTACT INFORMATION
Moshe Yacoby Electrical Co ctor
6301 Ellenview Ave. West 1 1307
Phone: 818.304.0810 Fax: 04.0812
LIC # 465649
Jesus Perez _
Phone: 818.251.0752
email: jperersadp@gmall.com
S Tile Roof
721
1
04 \'__ ANCHOR POINT
- S Tile Roof
�— Post, can be installed
through the top of
Habituate U. Seat band
quick hook
3 Course Flashing
(mastci, tape, mastic
PG 2
r
SINGLE PHASE 120/240
MAIN METER
SERVICE ( )
(N) 200 AMP MAIN BREAKER (Top Fed)
(N) 200 AMP BUS BAR RATING
2 POLE 25 AMP PV
BACKFED CIRCUIT
BREAKER FURTHEST
AWAY FROM MAIN
3 13
c3 13
n At Disi
o
M-E
NEUTRAL
GROUNDING ELECTRODE
PV MODULE RATING @ STC
MODULE MFR SOLAR WORLD
MODULE MODEL# SW 285 W MONO
OPEN CIRCUIT VOLTS 39.7 V
OPERATING VOLTS 31.3 V
OPERATING CURRENT
9.2 A
SHORT CIRCUIT CURRENT
9.84 A
MAX SERIES FUSE (OCPO)
25 A
MAX POWER (@ 25'C)
285 W
PV ARRAY INFORMATION
ONE LINE DIAGRAM
19 Solar Modules
..................... ..... 15 ........ ......... I .............. Q9......
(2)#10 AWG THWN-2
(1) #30 NUETRAL
(1) #8 GROUND
3/4" EMT
(N) 100 AMP Combiner
LJ
i
(4)#10 AWG THW N-2
(1) #10 NUETRAL
(1) #8 GROUND
3/4" EMT
f, 5
............I ............. ■o .......... I ................. a.........
note: All photoVoltalc system conductors Will be 90 degree C. rated
note:Provide a note on the plans stating that the AC disconnect Is a "Knife blade" type disconnect
URCE COMBINER RATINGS
3E VALUES PER STRING:
P RATING 100 A
LT RATING 240 V
INVERTER RATINGS
CONTRACTOR OF RECORD: AA
ATING CURRENT
MAX DC VOLT RATING
48
V
MAX POWER @ 40-C
250
W
NOMINALAC VOLTS
240
V
MAX AC CURRENT
1
A
CE SIGN ON DC DISCO
CONTRACTOR OF RECORD: AA
ATING CURRENT
NA A
ATING VOLTS
NA V
SYS VOLTS
NA V
CIRCUIT CURRENT
NA A
Note: Sub -Panels are required to be sized per 705.12(D)(1)
BARE #8 CONTINOUS
(10) sw 285 w MONO GROUND UNDER ARRAY
with (10) Enphase m250-60-2LL-S2X-ZC-NA (240V)
[string0l ON LUG FROM INVERTER
TO PANEL
(9) sw 285 w MONO
with (9) Enphase m250.60-2LL-52X-ZC-NA (240V)
[string#2]
............................................................................................................t
AC DISCONNECT RATINGS
CONTRACTOR OF RECORD: AA
MAIN SERVICE
DISCO AMP RATING
30
A
DISCO VOLT RATING
240
V
OCPD AMP RATING
30
A
OCPD VOLT RATING
240
V
SERVICE PANEL RATINGS #10 AWG FEEDERS 30 FEET
SERVICE VOLTS 240 V SYSTEM TYPE GROUNDED
MAIN OCPD AMP RATING 200 A
QTY OF MODULES IN SERIES 10,9 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE -2 X • PV WIRES X
QTY OF PARALLEL CIRCUITS 2.00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 X XHHW-2 RHW2; USE -2
SOURCE CIRCUIT CONDUCTOR SIZE (SEE NOTES FOR ARRAY WIRE) 10 AWG
OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSIDE BUILDING IT WILL BE ENCASED IN METALLIC CONDUIT * MAX VOLTAGE WITH 22'F TEMP CORRECTION
SYSTEM SUMMARY
CONTRACTOR OF RECORD: AA
MAIN SERVICE
200 A
AZIMUTH
90 °
PV TILT
17 °
UNSHADED %
99 %
ROOF SLOPE
17 °
CITY OF LAQUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE_—.BY
LEGAL OWNERS:
CONTRACTOR OF RECORD: AA
CONTACT INFORMATION:
SITE ADDRESS:
draftsman:
Luis De Arco
Moshe Yacoby Electrical Contractor C 65649
JESUS PEREZ
45420 Desert Air St.
Jesus
6301 Ellenview Ave West Hills Ca 9130
818.251.0752
La Quinta Ca 92253
Perez
PG 3
Phone: 818.304.0810 Fax: 818.304.0
jperersadpj2gmail.cqm
GENERAL NOTES
* All field installed junction , pull and outlet boxes located behind modules or panels shall be accessible directly or by displacement
a module(s) or panel(s) secured by removable fasteners.
• 2013 California Residential Code (CRC) requires that Smoke alarms and
Carbon Monoxide alarms be retrofitted into the existing dwelling. These Smoke alarms are required
to be in all bedrooms, outside each bedroom, and at least one on each floor of the house. Carbon
Monoxide alarms are required to be retrofitted outside each bedroom and at least one on each floor
of the house. These alarms may be solely battery operated if the Photovoltaic project does not
involve the removal of interior wall and ceiling finishes inside the home, otherwise, the alarms must
be hard wired and interconnected.
• Provide a note stating that any conductors exposed to sunlight shall be listed as sunlight resistant,
(CEC 300.6 C1, 310.8 D)
Where DC conductors are run inside the building (or attic), they shall be contained in a metal
raceway. (CEC 690.31 E)
• IID will be noted prior to use and activiation of any solar system.
• System will be commissioned by owner per Interconnection Agreement.
• All exterior conduits will be 3/4 EMT, painted to match building with exterior primer and UV paint.
• All interior conductors will be labeled every 5 feet as: "Caution: DC Circuit".
• System will not be energized prior to IID approval.
• A ladder (or means to roof access) will be on site and placed for each inspection.
• The Solar PV system shall follow th State Fire Marshall Guideline (Cal Fire) in partnership with local fire department.
• Particular attention to access and pathway requirements (Cal Fire, local fire).
• Please note that adequate spacing must be maintained between any plumbing sewer vents extending
through the roof and the underside of the photovoltaic panels (6" minimum recommended).
• Attention to markings and labeling requirements on plaque detail page.
• Place reflective tape on the comers of all panels that intrude into hips or valleys that may cause a trip hazard to firefighters.
• Installation will comply with articles 250, 310, and 690 of 2013 CEC, CEC 310, and 690.
• Note on the plans that the photovoltaic inverter will be listed as UL 1741 compliant. (CEC 690.4 D)
• All exterior conduit, fittings, and boxes, shall be rain tight and approved for use in wet locations
• Please provide a note stating that the working clearances around the existing electrical equipment
as well as the new electrical equipment will be maintained in accordance with CEC 110.26
• All metallic raceways and equipment shall be bonded and electrically continuous
manufacturers instructions, such that the roof covering shall serve to protect the building or structure CBC -1503.
• All components of the photovoltaic system are negatively grounded.
• In one and two family dwellings, live parts in PV source circuits and PV output circuits over 150 volts
to around shall not be accessible to other than aualified Dersons while energized.
* "Installers" of the equipment and wiring and interconnections shall be installed by "qualified persons". CEC 690.4 E
* plumbing fixtures are to be retrofitted to comply with new requirements for water conservation. Toilets are to
be 1.28 gpf; single shower heads less than or equal to 2.0 gpm; residential lavatories to provide less than or
equal to 1.5gpm; and kitchen faucets to provide less than or equal to 1.8gpm; as required be Section 303.11
CallGreen and CA Civil Code 1101.1 et.Seq.
` Unless otherwise sapecified, not less than 30 inches in depth, width, and
height of working space and platform shall be provided to service
mechanical appliances. No PV module shall encroach in this space, except s
if the equipment listing is provided that shows the required clearance
around and above this unit may be less than required above UMC 305 and
and CEC 110.26
• Circuit breakers serving PV System to be legibly, durably, permanently and
indelibly marked CEC 110.12(3).
• The Solar PV system will be installed in accordance with article E90 of the CEC and 2013 CBC.
• Grounding conductors smaller than #6 AWG must be protected from physical
damage by a raceway, cable armor or enclosure in protected hollow spaces
of Building Framing CEC 250.120 ( C ).
• All wiring materials shall be suitable for sun exposure and wet locations.
• Solar pv installation will not obstruct any plumbing, mechanical or building roof vents
• Roof coverings shall be designed, installed and maintained in accordance with both this code and approved
PV modules and associated equipment shall be protected from any physical damage.
• each module shall be grounded using the supplied connection point identified on the
module and the manufactures instructions
• All components are UL listed and CEC certified where warranted.
• if the existing main service panel does not have a ground rod UFER it is the PV
contractors responsibility to install a supplemental grounding electrode. In buildings
service grounding electrode must be verified at the time of inspection. Buildings
with a mettalic water pipe as the sole grounding electrode require a supplemental
electrode to be installed
• At point of disconnect a sign shall be mounted, "WARNING- ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE
ENERGIZED IN THE OPEN POSITION.
• signs shall be posted adjacent to each PV disconnect to indicate "PHOTOVOLTAIC
SYSTEM"
• Removal of a IID - interactive inverer or other equipment shall not disconnect the bonding connnection
between the grounding electrode conductor and the photovoltaic source and /or output circuit grounded conductor
LEGAL OWNERS:
CONTRACTOR OF RECORD: h
CONTACT INFORMATION:
SITE ADDRESS:
DRAWN BY:
Luis De Arco
Moshe Yacoby Electrical Contractor I # 5649
JESUS PEREZ
45420 Desert Air St.
JESUS
6301 Ellenview Ave West Hills Ca 91307
818.251.0752
La Quinta Ca 92253
PEREZ
PG 4
Phone: 818.304.0810 Fax: 818.304.081
iperersadp@gmai.com
is
CAUTION
POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE
.................. ............................- -............_....._...._........._............................---._:...._.. .....
FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN
I
........... _ - - - - - .
ot
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............ ..
1- t?wisi� avk�s Per►ei
._........ �9'.'AYfr solar world uodulee
3- k4wo kwerlew ..._....
- ;.-----.._._..-- -
.5.
......._ . t 6$--.148= nK B�ooc ._..._--..-.._.
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PLAQUE SPECIFICATIONS:
a. Red background with white lettering
b. 3/8" letter height
c. All capital letters
d. Arial or similar font
e. Weather resistant material (i.e. engraved mastic)'
FAULT IS INDICATED, NORMALLY GROUNDED
CONCUCTORS MAY BE UNGROUNDED AND
ENERGIZED.
Al INVER I LK
Y
5" 1/4" LC I I ERI N6 10
.TAIC POWER SOURCE RATING INVERTER
OPERATING CURRENT
19 A
MAX SYSTEM VOLTS
264 V
OPERATING VOLTS
240 V
SHORT CIRCUIT CURRENT
23.75 A
AC DISCONNECT PER 690.17/690.54
7" 4 511
DC DISCONNECT
ELECTRIC SHOCK HAZARD
DO NOT TOUCH TERMINALS
TERMINALS ON BOTH THE LINE
AND LOAD SIDE MAY BE ENERGIZED
IN THE OFF POSITION
Zemaining lettering = 3/8" AT DISCONN
3"
3"
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DATE BY -5 F
AT MAIN SERVICE
RATED AC OUTPUT
CURRENT 23.75 AMPS
NORMAL OPERATING AC
VOLTAGE 240 VOLTS
AT UTILITY METER 690.56 (B) / 705
WARNING:
INTERACTIVE PHOTOVOLTAIC
SYSTEM CONNECTED
PHOTOVOLTAIC SYSTEM DISCONNECT AT DISCONNECT
WARNING: PHOTOVOLTAIC POWER SOURCE AT JUNCTION BOXES
WARNING INVERTER OUTPUT CONNECTION, DO
NOT RELOCATE THIS OVERCURRENT DEVICE.
T SOLAR BREAKER
LEGAL OWNERS:
CONTRACTOR OF RECORD: k I
CONTACT INFORMATION:
SITE ADDRESS:
DRAWN BY:
Luis De Arco
Moshe Yacoby Electrical Contractor# 649-
JESUS PEREZ
45420 Desert Air St.
JESUS
6301 Ellenview Ave West Hills Ca 91307
818.251.0752
La Quinta Ca 92253
PEREZ
PG 5
Phone: 818.304.0810 Fax: 818.304.081
erersad gmail.com
NO
.10
MODULE OPERATING CURRENT (IMPP) = 9.20 A
NUMBER OF STRINGS TO INVERTER = 1
INVERTER MAX INPUT CURRENT = 15 A
9.20A<15A,OK
MODULE OPERATING VOLTAGE (VMPP)= 31.3 V
NUMBER OF MODULES IN EACH STRING - 1
(1) 31.3 V = 31.3 V
INVERTER OPERATING INPUT RANGE= 16V - 48 V
MODULE VOC = 39.7 V
NUMBER OF MODULES IN EACH STRING = 1
(1)39.7=39.7V
VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12
39.7 V (1. 12) = 44.46 V
INVERTER MAX INPUT VOLTAGE = 48V
44.46 V < 48V, OK
MODULE ISC = 9.84A
9.84 A (1.25)(1.25)=15.375 A (ISC)
MODULES SSERIES FUSE RATING = 25A
15.375 A < 25A, OK
NUMBER OF STRINGS TO INVERTER =1
(1) 9.84 A = 9.84 A
9.84 A (1.25)= 12.3 A
INVERTER OUTPUT CURRENT =1.OA .
1.OA (19)(1.25)= 23.75 A [IC) USE (1) 25A BREAKER
SERVICE PANEL BUS RATING=(n)200 A
SERVICE PANEL MAIN OCPD = (n)200A
200A +(1) 25A INVERTER OCPD = 225 A
200A BUS (1.2) = 240A
225A < 240A ok
WIRE CALCULATIONS
ON THE ROOF AND FROM JUNCTION BOX TO INVERTER:
EXPOSED TEMPERATURE = 50 C
TEMPERATURE ADDER FOR CONDUIT OFFSET FROM ROOF = 22 C
ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 50 C + 22 C = 72 C = 0.41
SELECT WIRE SIZE WITH AMPACITY GREATER THAN 23.75A, USE 10 AWG COPPER WIRE WITH AN AMPACITY OF 30A
BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL
EXPOSED TEMPERATURE = 45 C
ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 45 C =.82
IC = 25A
25.00A x .82 = 20.5A OK
SELECT WIRE SIZE WITH AMPACITY GREATER THAN 25.00A, USE 10 AWG WIRE WITH AN AMPACITY OF 30A
25A x .41 = 10.25 = OK
STRING #1 - 10 (1.OA) x (1.25) = 12.5
STRING #2 - 9 (1.OA) x (1.25) = 11.25
L,AV G �N"�
CITY OF LA OUINTA
BUILDING & SAFETY DEPT,
APPROVED
FOR CONSTRUCTION.
DATE BY
LEGAL OWNERS:
CONTRACTOR OF RECORD: A
CONTACT INFORMATION:
SITE ADDRESS:
DRAWN BY:
Luis De Arco
Moshe Yacoby Electrical Contractor LIC# A 65649
JESUS PEREZ
45420 Desert Air St.
JESUS
6301 Ellenview Ave West Hills Ca 9130
818.251.0752
La Quinta Ca 92253
PEREZ
PG 6
Phone: 818.304.0810 Fax: 818.304.0
perersadp@gmail.com
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Product Data Sheet DU221 RB
Safety Switch , 30A, Non -Fusible, 2 -Pole
®eounRe n�=T=T
dy Uhneld•r' El, -kc
ListPrice 5177.00 USD
Avalladlity Steck Mem: Tills Item Is normally stocked In our dlstKMrtton faclmly.
Technical Characteristics
Number of Poles
2•Pole
TermirelTypo_..__......_......�.._...�..-_..
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UL Listed fib N-ber E2875`.
Enclosure Ratlng
^._........••
NEMA 3R -
Erclosure Type _....•...` «.--_...... _..._....,......w.
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-Rainproof and SleeUire proof (IMooKOutdoor)- ._.,._...-._._....__ ....».._ ._._ _ _..
Fdctary Insmlkd Neutrel�M.. _...._.__�.._.�»__
No
61smmreC Type
NamFisl6le
vire Size_
98 to 91 AWG(AVCu)
Shipping and Ordering
311116
Cabgory
00108 - Safely Svdtch, General Duly, 30 - 200 Amp, NEMA3R
Discount SctleWle
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As standards, specifications, aN designs change from date to C.me, please ask for cordirm tion of the ird miation gNen In this deco. rv.
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c«„+orad: rrzm. 1a 1:i.3Lu
02m0 Sdmdder eemtr: a daft reserved. Schneider
Electric
Product Data Sheet HOM612L100RB
Load Center, 100A, Fixed - Factory installed main
lugs, 6, 6
Technical Characteristics
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Maximum single Pole Cirwlm
31116
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6
Phase-_ _ ._
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vire Size_
98 to 91 AWG(AVCu)
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order separaby
Notes:
5
70A (max) branch Chad breaker and t00A (max) back fed main dreua breaker.
Shipping and Ordering
4
Category.
00149 - Load Centers, NEMAt a 3R,.2 - 8 Ckadb, Type MOM
N/A
^.per ..
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VEIectrIc
Rigid Nonmetallic Conduit — Junction loxes
JunctionMolded Nonmetallic / :s Empt where noted Lam
1P Rated
ti's another fust from Carlon• - the fust nonmetallic
junction boxes UL Listed with a NEMA 6P rating per
Section 314.29, Exception of the National Electrical Code.
Manufactured from PVC or PPO thermoplastic molding
oompoumd and featuring foam -in-place gaskated lids
attached" stainless steel wevA these rugged
enhdosums offer all the corrosion resistm and physical
Properties you need for direct burial applications.
Type 6P endosum are intended for indoor or outdoor
use, pfimarily to provide a degree of protection against
contact with erdosed equipment, falling dirt, how
dineded voter, enq of water duras prolonged
submersion at a limited depth, and exterwl ioe
formation.
• All Carlon Junction Boxes
are UL Listed and maintain
a minimum of a NEMA Type
4/4x Rating.
• Parts numbers with an
asterisk (+) are UL Listed and
maintain a NEMA Type 6P
Rating and Type 4MX Rating.
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180 www.carIon.com
Gross Automation (877) 268-3700 • www.carlonsales.cofn - sales@grossaut)maUm.corn
Rigid Nonmetallic Conduit, rl'echnical lnfoi meion r�
Corrosion Resistance of Carlon Schedule 40
and Schedule 80 PVC Conduit and Fittings
Cation Sdnedule 40 and Schedule OD are generally
chemicals not on this list are manufactured or used because
acceptable for use in environments containing the chemicals
worier safety requirements dictate that any air presence or
below These environmental resistance ratings are based
splashing be at a very low level.
upon tests where the specimens were placed in complete
If there are any questions for specific suitability in a
submergence in the reagent listed Schedule 40 and
Schedule 80 can be used in marry process areas where
given environment prototype samples should be
.AotkAod7060%
tested under actual conditions.
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188 www.carIon.com
Gross Automaton (877) 2883700 • www.carionsales.00m • sales@grossautomation.com
CRI50220CA13a12
February 20, 2015
Everest Solar Systems, LLC
Ranch Blvd Suite l l L
Ocea tidp
Ckeansitfe, CA 52056
moment
Atm: Andy Neshat
ENGINEERING+ DESIGN
WWW:. MSEGLLCTC OM
Y
RE: CrarrRail PPand Mounting System Evaluation
_.
To whom it may concern:
Per your request, Moment Engineering+ Design has performed a comprehensive structural
analysis of the Everest Solar CrossRail Solar PV Mounting System fur typicalinstallatiunsin the
StateQfCalifornia. Wheninstalledpertheconditionsanddesigncriteriadescribedherein,the
CrossRail Solar PV Mounting System is compliant with the sections of the design reference
documents noted below.
Design Reference Documents
0 20137WennialEdition of7Ttle24,CaliforniaCode ofRegulations
Based on 2011 International Building Code & 2012 international Residential Code
o ASCE/SEI 7-10 -Minimum Design Loods far Buildings and Other Structures
0 2010 AlumOwm Design Manual, by the Aluminum Association
o Section and materials data provided by Everest Solar Systems
• Rail section properties appear in the appendix to this report
Overview
The CrossRall PV -panel roof mounting system consists of extruded aluminum support rails
spanning between points of attachment on an existing roof structure. This analysis is limited to
capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof
structure shall be the responsibility of the installer, and should be analyzed by a registered design
professional where required by the local authority baving'jutisdiction.
Methods & Design Parameters
Applicable combinations of dead, wind snow, and seismic loads were evaluated in accordance with
current code requirements to determine allowable rail span lengths, based on assumptions of
single -span conditions and allowable deflection of L/60.
Design wind pressures were determined using Components and Cladding calculations in Chapter
26-30 of ASCE 7-10, using the loading parameters listed below. Configurations not conforming to
these parameters will require additional analysis. Calculation of applicable roof snow load should
be based upon ground snow load maps and equations and factors of ASCE 7.10, Chapter 7 and
applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial
Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow
moment ENGINEERING + DESIGN
10630 WWVA& Ave, Mute CS • Fatrhx, VA 22030 • Phone: 703-998-2350• Weir. www.nnsegle corn
Suggested Format for
Specifying Carton Nonmetallic
Conduit, Conduit Fittings and
Junction Boxes
A The Carlon rigid nonmetallic conduit system shall be installed
as Indicated on the drawings and as specified bereh
B All wiring shall be installed in Caton rigid nonmetallic conduit.
All condult stall be seated by means of proper fillings. All
fittings shall be Carlon.
C Carlon outlet boxes, fittings and junction boxes shall be used
for all outlet% pull boxes and junction points (Lighting fixtures
shall not be supported or hung from PVC junction boxes but be
supported in position by other means)
0. EWed a i dhits shall be mounted secs ely by suitable
hangers or straps with the maximuin spacing of points of
supports not greater than Indicated by Section 35230 of dhe
NEC.
Efxeeptwhere embedded ineonaete or drectbMied,cation
cordult shall be supported to permit adequate Wheal
movement to allow for expansion and conbaction of conduit
due to terpelanoe flange
E for aboveground installations where temperahun change in
excess of 140C (2501) g asnkgated, expansion joints shag
be installed. See Table 352A4(A) NEC for eximsiah
characteristics.
G, Proper care shall be cairn when field bending is employed
to maintain the internal damheeer and wall thidmess of the
conduit
www.carIon.com
Gross Automaton (877) 288-3700 • www.carlonsWes.com • sales@grossautomaton.com
CROSSRAIL MOUNTING SYSTEM EVAWATION Feb 20, 2015 • PAGE 2 OF 3
:iRl}4:20CA 13U:
and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10
Chapter 13 with parameters specified below. While seismic effects did not appear to govern the
capacity of this system, applicable seismic detailing requirements should be satisfied when installed
per the manufacturer instructions and additional installation notes specified herein.
Loading Parameters
o Ground snow load: Varies
o Ultimate 3 -second gust wind speed (V):110-170 mph
o Building roof mean height: 30 ft or less
o Roof wind pressure region: Zone 1- Zone 3
o Structural risk category: II
0 Wind exposure: B, C, D
o Seismic site class: D
o Seismic design category: A through E
0 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000
o is MCER ground motion parameter (Si): Not to exceed 1.250
o Component importance factor (ID): LO
o Component acceleration factor, (ap):1.0
o Component response modification factor (Rv):1.5
o Panel orientation: Portrait or landscape
o Panel installation angle: Flush with roof slope
o Roofslope(6);0-7',>7-27`,>27-450
Design Results
The allowable span lengths of the system are principally controlled by applicable wind and snow
loads to the structure. Refer to the CrossRail span tables in the appendix to this document for
recommended rail configurations based on combinations of these loading parameters. Notee that
reaction loads provided in the attached tables are only applicable when used with the
corresponding span length recommendations provided therein. These reactions may be scaled
linearly when shorter spans are used.
Installation Notes
The following guidelines apply to all installations using the Crossitail product line:
• Tables assume two independent support rails per row with either panel orientation.
• Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of
allowable span in the roof wind pressure zone of the cantilever.
• Rails shall be continuous (not spliced) over a minimum of two supports.
• installation over roof overhangs or within 10" of any roof edge is not advised.
• Observe at local jurisdictional requirements regarding roof setback requirements.
• Ensure that actual span length does not exceed capacity ofroofattachment.
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 • Fairfax, VA 22030 9 Phone: 703-998-2350• Web: www.msegllecom
if:%7
CROSSRAIL MOUNTING SYSTEM EVALUATION _ Feb 20, 2015 a PAGE 3 OF 3
CRI 0220CA23:112
Summary
This assessment has provided design validation: for code -compliant installations- of the CrossRail PV
Mounting System in the State of California. For the configurations and design loadings noted
previously, the attached span tables represent maximum span lengths based on allowable stresses
and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering
support
This report does not provide analysis of roof attachment hardware, nor of any existing structures,
as maybe required..by the local authority having.jurtsdiction
We appreciate the opportunity to have assisted you With this project. Should you have any further
questions regarding this analysis, please feel free to contact us by phone or email
1
Best Regards,
OQpOFESS74
�7A7RlCh
f a\
12-31-110 .
Sr
orf CFCALI �
Shawn P. Kelley. P.E.
Principal
moment ENGINEERING+ DESIGN
spkelley@msegllc.com 1
J
_1
i
1
1L
1
i
m oment'ENGINEMUNGDESIGN
10530 Warwick Ave, Suite CS a Fairfaa,.VA 22030 o Phone: 703-998-23500 Web: www.msegnccom j
CROSSRAILMOUNTING SYSTEM EVALUATION
CR150220112w
CROSSRAIL MOUNTING SYSTEM EVALUATION
CRIS0220112W
APPENDIX: PAGE 5 OF 37
Feb 2% 2015
0
OF
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Tabla 5: MaximumSpan Wngth
Ifni)-W6W Expoazina CCondition
t0. -Wind Expasuis C Condkbn
B�posure
C
mate
Wind
S=d,V
RaOType
Roof Snow load IDd)
0 10 20 30 40
50
0
°
110 X80 - 128 118 - 108 99 87
78
X48 94 as 81 72 63
56
115 Mg 128 118 108 99 87
78
X48 92 98 81 72 63
56
120 - 7fB(1 128 _ 118 10899 87
78
�_
X48 89 88 81 72� 63
56
130 ._X80 123. _. 117 107 99 87
78
X48 84 84 So 72 .-- 63 -
56
140 xao .. 117 115 106_ _ 99 87
78
__
X48 79 79 79 71 --63
X56
150 %80 109 109 _104- 97 87
78
_-
X48 75 79 75 69 63
_
56
160 x80 -102 102 SOT 96 87
78
X48 70 70 70 68 62
56
170 )030 96 96 96 - 94 96-
78
X48 66 66 66 66 61
56
X48 633 633 633 633 -588
-544
>v
w
3
110 x8o 115 115 108 - 99 87
78
X49 79 79 79 72 63
56
115 - X80 110 110 108 99 87
78
X48 75 75 75 72 63
56
)(80 los 105 105 99 87
120
78
7T7z. 72m 63..
X48_ 72 2 �.
.56
x80 97 97 97 - 97 87
130
78
X48 66 66 66 66 63
56
140 x80 90 90 90 90 87
788
,.
X48 61 61 61 61 61
56
. X110 84 84 84 84 84
150
78
1(4R 57 57 57 57 57
56
160 x8o - 78 78 78 78: _ _-- _ 78
78
X48 54 54 54 54 54
54
170 Xso 74 74 74 74 74
74
X48 SO 50 50 50 50
50
-1212.
.X48 $27 627 627 427 .w 627
427
ti
110-x8o 93 93 93' 93 - 87
78
X48 64 64 64 64 63
56
115 280 - 89--- 89 89 89 87
78
X4861 61 61 61 61
56
)80 a5 115 a5 a5 a5 -
120
78
X48 58 S8 — 58 58 58
56
130 x80 79 79 79 79 79
78
X48 54 54 54 54 54
54
0
140 X80 T3 73 73 73 73
73
X48 50 50 50 50 50
50
150
.X48
-1314
46 46 46 46 46�
46
160 - x80 64 64 64 64 64
64
X48 43 43 43 43 y-43
43
170 --•X80 60 60 __.. 60 60 - 60
_ 60
X48 41 41 41 41 �41
41
moment ENGINEERING + DESIGN
10530 WanvickAve, State-05-.FaIrfwL VA 22030-.Fhow..703-998-2350 -Web: avWW.mseg]N com
APPENDDG PAGE 6 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION
Feb 20,2015 CRI50220112W
O
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Tablo 6: Maximum
U
t0. -Wind Expasuis C Condkbn
SOeed.V
FxPosure
C
t"Ma aRod
Speed.VI.
Rall Type
Snow load (psi)
0 10 20 30 40
50
942
X48 269 353 461 536 612
". X80
-489, - -449 : -411 -378 331
-298
110
X48 361 337 -308 -273 -239
-215
0
5
115 �- g 339 495 X453 _ 416, -365 _
- .. -328 .
X48 -385 -371 -339 -301 -263
-237
120 `— -591 -542 496 457 -400.
X48 409 -406 372 -330 -289-260
-360.
130 X80 ,.. ->75. .639 -586 -543 .-475 .
_-._
X48 459 -459 439 -392 -343
_428.
-309
_
140 --� - -750 X737 - 679.. -636 - -6577
.501
X48 -510 -510 -509 454 -402
-362 -
150 -- x80. 412 _ -812 - -776 .-774y�_fsM
160_)f8D 434 517 692 814
'X48 555 355 359 515 365
419
160 x80 470.' 470. -870 ,.,816 -738
170 X80 - 453 520__ 684_ 832 .905
X48 694 394 -594.. -579 627
W_664
-480
170 -(80 a -926 _ _'° _ -926 -926 ' 1909 '' - --827_
-753
X48 633 633 633 633 -588
-544
>v
110 Xs0 329 463 616 742 848
942
n
110 NSO -768 -768 -716 659 377
-520
X48 323 -523 -523 476 417
375
its X8o 405 -am -787 -724 - 634
-571
X48 -551 -551 351 -523 458
412
°
m
g
120 -- _x80_ - 643 -843: -843. -793 694
625 -
X48 -577 -577 -577 -573 -501
451
130 X80 _ -917.. -917 -917 -917 .820.
_-738
X48 627 627 627 627 392
333
140 - x80 -991 -991 1991-957
`
461
Y-991
X48 677 677 677 677 s 377
622 --
x80 _ _._-1065 -1065 -1065 -1065 -1065
]50 _
-992
X48 -727 727 -727 -727 -727
-717
160 X80 -1139 -1139 -1139. -1139 -1139
-1134
X48 -777 -777 -777 -777 -777
-777
170 X80 -1212 -1212 -1212 1212 --1212
-1212.
.X48 $27 627 627 427 .w 627
427
12
12
n
110 .. x80 ... - 1954 - -954 -954- -954 x.886
-798 _
X48 652 652 652 652 640
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115 X80 1999.1399 '_9.9r, -999 -972
X48 663 683 683 683 683
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632
120 --- 0 . -1044 -1044 '-1044 -1044 ..-1044
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X48 -713 -713 -713 -713 -713
690
..
130x80 --1135 -1135 =1135 _ -1135 '--1135
"-1126,
X48 775 775 775- -775 -775
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140 �XSO -1224 -1224 -1224 -1224 - -1224
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X48 .836 436 .136 436 636
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150 Xao --1314 -1314 -1314 -1314 -1314
-1314
X48 .897 697 697 697 497
697
820
160 X80.. •,-1404 ;.-1404 '-1404 -1404_ -1404
-1404
X48 -958 -958 -958 -958 -958
A58
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X48 -1019 -10]9 -1019 -1019 -1019
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APPENDDC: PAGE 7 OF 37
Feb 2R 2015
0
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Table 7: Maximum Downfor°o Ib. - Wird Exponim C Condition
FxpCWind
C
SOeed.V
Rail Type
Roof Snow load (pd')
0 30 20 30 40
5o
°
110 ` X80 365 472 - 616 742 848
942
X48 269 353 461 536 612
680
X8_0 X365 472.,E 616 848
^X48
942
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261 353 461y^ 536 612
680
120 X80 365 472 616742 848
942
X48 253 353 461 536 612
680
130 X80 r 374 484_ 627 750 848
- W
942
_
X48 254 348 470 S42 -"612
_
680
11 xSo -- - 397 50a_ - 649 778 848
942
X48 270 352 486 $55 612
680
150-«-�. d>$_.... 5]9 J 674 796 857.
942
'X48 286 355 483 5% 619
6811
160_)f8D 434 517 692 814
942
_ _.._884-�,�
X`48 297 354 473 578 632
680
170 X80 - 453 520__ 684_ 832 .905
957
X48 309 355 80 467 5 646
691
>v
110 Xs0 329 463 616 742 848
942
X48 224 315 449 536 612
680
115X80 _ 314 442 616 742. 848
942
_
X48 215 302 431 536 612
680
120 x80 300 ___ 422 603 742 848
942
X48 205 289 412 536 612
680
130 - X80 294 403 569 735 848
.942
X48 201 275 389 S02 612
680
140 - %80 306 398 S52 .705 ..848..
942
X48 209 272 377 __-482 600
680
150_97 . X8 20 0 3 3 _ 541 64 6 828
.467
942
X48 219 271. 369. 565
680
160 - )a0 333 397 531 - 665 800
942
_
X48 227 271 363 454 546
646
170 - 2gR 347 _ 399 525 651
904
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b17
T
110 J- X80 266 374 534 699 848
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6 3
X48 182 2569 478 612
660
115 —(80 254 358 510 668 848
X48 173 244 349 456 596
942
680
120 XSO 243 342 489 640 835
. 942
X48 166 234 334 437 570
680
130 X80 239 326 461 596 769
942
X48 163 723 315 407 525
648
140 X80 248 323 448 _ 573:: 713
880.
X48 169 220 306 391 487
601
150 X80 260 323 439. 556 672
820
X48 178 220 300 379 459
560
160-X80 . - 271 .322 431 541 650
-
768
X48 1a5 220 294 369 443
524
170 X80-- - 282 _ 324 427 529 632 -
734
X48 193 221 291 361 431
501
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CROSSRAIL MOUNTING SYSTEM EVALUATION APPE.NDDC: PAGE 20 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX: PAGE 29OF 37
C11150220112w Feb 20. 2015 CR150220112w Feb 20 2015
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C
Ultimate
Wind
Speed, V
Rail Type
Rauf Snow load (pst)
0 10 20 30 40
50
0
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339
278
w
T
130 _ 33 `,- 11146 -- 218 267 305
�...-169
' 339
X48 24 109 W 215 250
_
278
X80 32 143- 214•. 267, 305
-339
140
X48 23 106 165 210 249
278
_X8031 ..139 209 265 305
150
339
--.%48 72 im 161 M5 745
TM
160 - X80. 30 .. 135..,' - 205 261. _ 305-
_ -.339
X48 21 94 1% 202 241
276
170 .. X80 28 : m129_.:. 200 256 304 .
. 339
X48 19 88 152 197 236
271
�•__67
X48 80 77 67 60 55
sl
140 X80 103 - 97 - 83 74_ - 67
60
110 •-•- --. 33 149 _ 223, 267 305 _
339
X48 23 103 178 219 250
278
X80 31 143 223 267 305
339
Its
X48 22 99 175 219 250
278
°
a
S
120 . )(B0 30 137 222, 267 305
339
X48 21 95 168 219 250
278
]30 y_XBO _ 28 126 218 - 267 _ _ 305
339
X48 19 87 155.. 215 +250
278
. X80 26 - 117 - 209 26TH.- 305
140
339
X48 18 81 144 207 249
278 -
' X80 .24. 110 195 265 305
_ 339
LSO X48 17 75 134 193 245
_
278
== 23 .103 ` .183.: 261, 305
.. 339
160 --
X48 16 71 126 y181 236
276
-21 1 X97 172- 248 3041_
`
339_
170 --
.X48 15 .66� 118 17D 222
271 4.
-
`:--X80
_
..
-
_
528
561
592
Xao _
698
o
°
P
°
g
g
110.x80
°
c
X80 27_ 123 ' 219. 267 1305
339_
110
X48 19 85 151 217 250
278 _
26 118 209 ' 267 : 305
its X48 18 81 144 207 250
339
278
XBO. 25 113'201_- 267 305
339
120
X48 17 77 138 198 250
Z78
x80 23 304• 185 266 305
339
130
%48 16 71 127 383 239
278
X80 21 97 172 247- 305
339
140
X48 15 66 118 170 221
273
X80 20 - 90 160 231 -301
150 X48 14 62 110 158 206
- 339
255
160 'X80 .. 19 -. 84 _ 150 216:,-. ;282..
._339
X48 13 58 103 148 193
239
- X80 17 80 142 204, 266
328
170
X48 12 54 97 139 182
224
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CROSSRAILMOUNTING SYSTEM EVALUATION
CRiSO220112w
APPENDIX: PACE 30OF 37
Feb 20, 2015
moment ENGINEERING + DESIGN
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CROSSRAIL MOUNTING SYSTEM EVALUATION
CR150220112W
APPENDDL- PACE 31 OF 37
Feb 20,201S
Table 29: Ma Span
in. - Wind Expos
um C Condhlen
ecpmure
C
Exposurea
C
Wind
Speed, V
Rall Type
0
10
Roof Snow Load (psf)
20 30
40
50
110
X80
115
103.
90
77
67
60.
X48 86 84 71 63 57
52
._X80
,°.
m
115
)(80 ,
11_3
106
89
77
67
.-.-60
X48 85 - 82 70 62 Y57
52
120 )(80 111 104 a8 - 77 67
X48 93 s0 69 62 56
60
52
130 ,w X80 107 --__ 101 85 75
60
�•__67
X48 80 77 67 60 55
sl
140 X80 103 - 97 - 83 74_ - 67
60
_
X48 77 73 65 5858 54
~-50
8
150
r YBO
_ 100
9481
.. -
� 72.
66
-60
'X m 72 70 63 57 53
49
160 X80 97- - 91 79 71 65
60
X48 68 67 61 55 51
48
_
568
130
170
._,_X80
_ 92. -
88 ...
, 77
69
.. 64
X48 65 65 59 54 50
47
X48
472
457
493
_
528
561
592
Xao _
698
o
°
P
°
g
g
110.x80
.--..X48.86
115
.._ 90
77
67 .
60 .
.��108
84 71 63 57
.. 52 .,•
Its 7030 113 106 89 77 67
60
_
X48 85 82 70 62 57
52
120 )(80 111 - 104 a8 77 67
60
X48 83 80 69 62 56
52
130 )80 107 101 85 75 67
60�
X48 79 77 67 60 55
51
140 103 97 . 83 - - 74 67
60
848.~ 7373 ._.._. 73 W. _ 58 54 . .�..._ _�.._so
.
X80 98 94 81 _ 72 66
150`
60
X48 68 68 63 57 53
49
160 X80 92 . 91 -_ 79 71 65
60
X48 64 64 61 55 51
48
•• %80 87 87 77 69
170 •��
59
-�_ ,._ „- •i�64
.X48 60� 60 .Y 59~ 54 50
47~_
584
571
601
629
657
170
- X80
898
851
787
808
a
110
X80
115
108
90
77
67
60
X48 86 84� 71 63 57
52
X80. 113 106 89 77 67
60
Its
X48 85 82 70 62 57
52
120�)w_ 111 - 104- as 77 67
60
X48 a3 s0 69 62 56
52
130 .X80 107 101 85 75 _ 67
60
X48 79 77 67 60 55
51
140 XBO 103 97 _63 - 74 67
60
X48 73 73 65 58 54
50
150--- _9a 94 81 72 66
.X48
60
68 68 63 57 53
49
160 X80 92 - 91 79 71-" 65
60 _
X48 64 64 61 55 51
48
170 -- Xs0 87 87 _ 77 _ _ 69 64
X48 �60 6060 59 54 50
47
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CROSSRAIL MOUNTING SYSTEM EVALUATION
CR150220112W
APPENDDL- PACE 31 OF 37
Feb 20,201S
moment ENGINEERING + DESIGN
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Table 31: Maatmum Downfon:o Ib. -Wkd
CCondition
ecpmure
C
Uftimte
Wlnd
Speed, V
Rail Type
Root Snow load(psf)
0
10
20
30
40
50
110
._X80
503_
-521
559
586
608632
X48 377 404 445 484 518
539
Its
X80
534
S41
576
607
626
649
X48 400 417 457 495 S30
553
-565
561 -
593'.
628`:.-
X645
666
°
120--••01
X48
423
430
469
505
540
_
568
130
_ X80
630.
601
630
662
684.4
701
#
X48
472
457
493
_
528
561
592
Xao _
698
658
668
697
728
- 741
n`
c
140
X48
519
496
519
552
583
_
613Y
u 0
767
721
706
760
782
-732
150)B48
X 554 540 545 576 606
634
X80
.840
785.
746
769
795
-1822
160
X48
590
584
571
601
629
657
170
- X80
898
851
787
808
831
•856
X48
627
627
599
627
654
680
110XEO 503 -521 559 586 608
X48 377 404 445 484 518
632
539
its
X80
534
541
576
607
626
649
X48
400
417
457
455
530
553
120
,.YX801565
561
593
628_`
666
X48
423
430
469
,�-645
505
540
568
12
X80
630
. 601
630 -
662
684
701
330
X48 464 457 493 528 561
592
�
n
T
140
X8(1
--•----•-
X48
698
494
658
-
494
668
-. _ .--
519
697--
552
728
583
741 -
613
ISO W 754 721 706 732. '760
782
X48 522 522 545 576 606
_
634
160
a X80
%48
798,��785
551
551
7466
571
769
X601
795
629
822
657
170
X80
844
_944
787
808
831
856
.X48
582
582
599
.627
.654
.660
110
)t8(1
"Sill
521
J 559
586
608
632
X48 377 404 445 484 518
539
X80'
534
- 541
576.
607
626
649
its
X48
400
417
457
495
530
553
120
X80
561
- 593
628
645
666
_565
X48
423
430
469
505
540
568
130
X80
X48
630
464
601
457
630
493
662
528
684
561
701
592
12
R
140
X80
698
658
668
697
728
741
n
X48
494
494
519
552
583
613
3
'
150
X80
754
721
706
732
760
782
X48 522 522 545 576 606
634
160
%80
7%
785
746
769
7%
822
X48
551
551
571
601
629
657 V
170
X811
844
844
787
808
831
856
X48
582
582
599
627
654
680
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CROSSRAIL MOUNTING SYSTEM EVALUATION APPFNDDL• PAGE 32 OF 37 CROSSRAIL MOUNTING SYSTEM EVALUATION
CRIS0220112W Feb 20, 2015 CR1502201619112
moment ENGINEERING + DESIGN
10530 Warwick Ave, Sufte CS - Fairfax, VA 22030- Phone: 703-998.2350 - Web: wwwnseglk.com
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t laodal sltp lei3 a3oN mo(aq palous4uawlvop a3naaa;aJ u2!sap ayl;o suog3as ayl ipim lue11dwo3
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ay3JadPel(e3stiluayAy wa3sAS2uqunolnlAdJeloSS£$oOHalU,aeloS3salOA381pJ0S!SAIMM
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j
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:uaa3u00,Aew 31 W04M 01 .
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.quautoua 01'7'StUnSAS nIoS 1 --*Aa
£10Z'L Jago330
4147 �.Jt1Ul£11! t
Table 37: CrossRail Ston Properties
El—re
C
Table 32.• Maximum Shear Ib. -Wbd Expusurre CCondldon
Ultimate
Wind Roof Snow load fvsfl
Mit Type
Speed, V
innolil 0 10 20 30
40
50
(unit)
,0
m
v
0.7770
)w
43.
-183
269
331
379.
420
110
X48 32 141 215 274 323
359
115 X80 42 179 266 3,31 379_ _
X48 31 138 211 270 321
420
359
120 %80 -- 41 176 " 263' 331. 379
X48 31 13S 208 267 317
- 420
3S9M
X80 40�- 170 257. 326-�.-379
130 ��~�-
420
_
X48 30 129 201 260 310
Y 355
140 x80 38 - 164 : - 250 319 378
420 "
X48 28 124 194 253 303
348
150 -X80 37 159._ _244 313 372
420
'X48 27 119 188 246 296
341
160 X80 . - 36 - 153. ,. _ 237.. .306 366
418
X48 25 114 182 239 289
334
170 '.. 7(80 34 148_ - 231. : 300 -_ 359
". 412_
X48 24 109 176 233 282
327
Anatysls based on worst case.
•
•
•
•
0
'
110
.- )G0
43
183
--269 _.
331379
_
420
%48 32 141 215 274 323
359
115 X80 42 179 266 331 379
420
X48 31 138 211 270 321
359
120 X80 -41 176 263 331 379
420
X48 31 135 208 267 317
359
130 7Q30 X40 170 257 326 379
420
X48 -� 29 129 203 260 310
y
355
140 X80 _ 38 - _ 164 - 250 _ 319 378
420
X48 27 122 194 ZS3 303
348
150 X80 - 37 159 244 - 313 372
420
X48 25 115 188 246 296
341
160 X80 34 153 237 306" 366
418
X48 24 108 182 239 289
334
170 -- 32 1_47_ 231 300 359
-
412
.X48 12 101 1715 211 192
327
12
n
XBO 43 183 269 331 379
110
420
-
X48 32 141 215 274 323
3S9
359 -
115 .- X80..-_.. 42. _ 179 _. 26_6 '-, ,331 379
X48 31 138 211 270 321
420
359
120 _ X80 41.. 176 .263 331 379
.420
_
X48 31 135 208 267 317
359
- X80 _ 40 170, 257 326 379
420
130
X48 29 129 201 260 310
355
140 X80 38 164 250 319 376
420
X48 27 123 194 253 303
348
150 X80 37 159 244 313- 372
420
X48 25 115 188 246 296
341
160 .X80 34 153 _ 737, 306.. .366
418
X48 24 108 182 239 289
334
X80_ Ma32 147 231 300 359
170 --
X48 22 101 176 233 282
412
327
moment ENGINEERING + DESIGN
10530 Warwick Ave, Sufte CS - Fairfax, VA 22030- Phone: 703-998.2350 - Web: wwwnseglk.com
- - wo3•al��'A��QaM•OS£Z•B66•EOL anoyd•OEOZZ VA'ael+lad•y7 aJ1oS •anti rNiAvoM0ES0T "
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ang3auuo3 pue slleJ uoddns laued;o uopepelsul ao; saullap!n2 Jal RJnUew of Ja;aa
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Table 37: CrossRail Ston Properties
X48
X60
(unit)
Cross Sectional Area (A) 0.7130
0.7770
(InA2)
Moments of Interia:
Principal IN) 0.2516
0.WW
(iM4)
Secondary (IV) 0.2306
0.1870
(InA4)
Section Modultl:
Principal (Sx) 0.2457
0.5200
(In^3)
Secondary (Sy) 0.2066
0.2514
(tnA3)
Material: AL EN AW 6063-T66
AL 6005A -T61
AL 6005-T5
AL 6061-T6
Note: Material selection Is region dependent
Anatysls based on worst case.
APPENDIX- PAGE 37 OF 37
Feb 20, 2015
moment ENGINEERING + DESIGN
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Certificate Humber
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'L601-.__«..-_..-.aiiojurecp._
E467724-20150108
Issue Date
2015-28-04
Issued to:
Everest Solar Systems
Ste 111
3809 Ocean Ranch Blvd
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(pallw!hs�ns)
MOUNTING SYSTEMS, MOUNTING DEVICES,
representative samples of
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peolalgemolm/
WITH PHOTOVOLTAIC MODULES AND PANELS
ulpeolalQeAWIrV-SE400HOILLTar
H
Crossrail System, utilizing Crossrail 48 rails for Fire and
E dO E 99Vd O £IO2'L 700 _ NOLLtlo7VA3 W31M ONUMIOW S£ N00H MU
CERTIFICATE OF COMPLIANCE
Certificate Humber
2015-28-04-E467724
Report Reference
E467724-20150108
Issue Date
2015-28-04
Issued to:
Everest Solar Systems
Ste 111
3809 Ocean Ranch Blvd
Oceanside CA 92056
This is to certify that
MOUNTING SYSTEMS, MOUNTING DEVICES,
representative samples of
CLAMPING DEVICES AND GROUND LUGS FOR USE
WITH PHOTOVOLTAIC MODULES AND PANELS
USL— Mounting for use with Photovoltaic Modules: Everest
Crossrail System, utilizing Crossrail 48 rails for Fire and
Bonding
USL — Mounting for use with Photovoltaic Modules: Everest
Crossrail System, utilizing Crossrail 80 rails for Bonding
Have been investigated by UL in accordance with the
Standard(s) indicated on this Certificate.
standard(s) for safety:
UL 2703 OUTLINE OF INVESTIGATION FOR MOUNTING
SYSTEMS, MOUNTING DEVICES,
CLAMPING/RETENTION DEVICES, AND GROUND LUGS
FOR USE WITH FLAT -PLATE PHOTOVOLTAIC
MODULES AND PANELS
Additional Information:
See -the UL Online Certifications Directory at
www.ul.com/database for additional information
Only those products bearing the UL Certification Mark should be considered as being covered by UL's
Certification and Follow-up Service.
Look for the'UL Certification Mark on
the product
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