BSOL2014-004978-495 CALLE TAMPICO
LA QUINTA, CALIFORSVIA 92253
40 Ado
COMMUNITY DEVELOPMENT DEPARTMI
Applicant:
HELIOPOWER INC
25747 JEFFERSON AVENUE
MURRIETA, CA 92562
. JAN 0 7 2015
CRY OF LA QUINTA
COMMUNITY DEVELOPMENT DEPA
i
VOICE (760) 777-7125
FAX ('760) 777-7011
INSPECTIONS (760) 777-7153
Dater 1/7/2015
Owner: , „
SEAN WALKER
2055'PINE HURST LN
HAWTHORNE, CA 92253
Contractor
f
i
Llc. No.:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' --------------------------------------------------------
BUILDING PERMIT
Application Number:
BSOL2014-0049
' Property Address:
78505'AVENIDATUJUNGA
APN:
770096006• "
Application Description:
9.25kW PV SYSTEM- (37) 250W PANELS W/OPTIMIZERS/(1) INVERTER
Property Zoning:
Application Valuation:
$46,250.00
/�
n AA �
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Ifll
Date: Contractor: '
Applicant:
HELIOPOWER INC
25747 JEFFERSON AVENUE
MURRIETA, CA 92562
. JAN 0 7 2015
CRY OF LA QUINTA
COMMUNITY DEVELOPMENT DEPA
i
VOICE (760) 777-7125
FAX ('760) 777-7011
INSPECTIONS (760) 777-7153
Dater 1/7/2015
Owner: , „
SEAN WALKER
2055'PINE HURST LN
HAWTHORNE, CA 92253
Contractor
f
i
Llc. No.:
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' --------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECIIARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter
I hereby affirm under penalty of perjury one of the following declarations:
9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,
I have and will maintain a certificate of consent to self -insure for workers'
and my License is in full force and effect. • r
compensation; as provided for by Section 3700 of the Labor Code, for the performance
License Class: _ License No.: _
of the work for which this permit is issued.
I have and will maintain workers' compensation insurance, as required by
Date: Contractor: '
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:
OWNER -BUILDER DECLARATION
Carrier: _ Policy Number:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State
I'certify, that in the performance of the work for which this permit is issued, I
License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any'
shall not employ any person in any manner sous to become subject to the workers'
city or county that requires a permit to construct, alter, improve, demolish, or repair
compensation laws of California, and agree that, if I should become subject to the
any structure, prior to its issuance, also requires the applicant for the permit to file a .
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
signed statement that he or she is licensed pursuant to the provisions of the '
comply with those provisions.
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
Date: Applicant:
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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL,
($500).:
AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO
( ),I, -as owner of the property, or my employees with wages as their sole
ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF
compensation, will do the work, and the structure is not intended.or offered for sale.
COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE,
(Sec. 7044, Business and Professions Code: The Contractors' State License Law does not
.INTEREST, AND ATTORNEY'S FEES.
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
APPLICANT ACKNOWLEDGEMENT
are not in or offered for sale. If, however, the building' or improvement is sold
IMPORTANT:Application is hereby made to the Building Official for a permit subject to
within one year of completion, the owner -builder will have the burden of proving that
the conditions and restrictions set forth on this application.
he or she did not build or improve for the purpose of sale.). '
1. Each person upon whose behalf this application is made, each person at whose
(� I, as owner of the property, am exclusively contracting with licensed contractors
request and for whose benefit -work is performed under or pursuant to any permit
to construct the project. (Sec. 7044, Business and Professions Code: The Contractors'
issued as a result of this application , the owner, and the applicant, each agrees to, and
State License Law does not apply to an owner of property who builds or improves
shall defend,, indemnify and hold harmless the City of La Quinta, its officers, agents, and
thereon, and who contracts for the projects with a contractor(s) licensed pursuant to
employees for any act or omission related to the work being performed under or
the Contractors' State license Law.). "
following issuance of this permit.
(� I am exempt under Sec. ; B.&P.C. for this reason
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.
Date: Owner:
I certify that I have read this application and state that the above information is correct.
CONSTRUCTION LENDING AGENCY
I agree to comply with all city and county ordinances and state laws relating to building
I hereby affirm under penalty of perjury that there is a construction lending agency for
construction, and hereby authorize representatives of this city to enter upon the above -
the performance of the work for which this permit is issued (Sec. 3097, Civ. C.).
mentioned property for inspection purposes.
Lender's Name:
Date: Signature (Applicant or Agent):
Lender's Address:
FINANCIAL INFORIVIATICIt
ACCOUNT QTY AMOUNT
PALED
PAID DATE
DESCRIPTION
BSAS SB1473 FEE
101-0000-20306
0
$2.00
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $2.00 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PV SYSTEM - ARRAY, FIRST 20
101-0000-42403
0
"$24.17= I
$0.00
PAID BY
METHOD
RECEIPT t '
CHECK #
CLTD BY
DESCRIPTION
ACCOUNT
QTY
AMOUNT'
PAID
PAID DATE
PV SYSTEM - ARRAY, FIRST 20 PC
101-0000-42600 _. _"_
0..
$24.17)!
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for ELECTRICAL: $48.34 $0.00
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$0.00
PAID BY
METHOD
RECEIPT #
CHECK #
CLTD BY
Total Paid for PERMIT ISSUANCE: $91.85 $0.00
TOTALS:00
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Description: 9.25kW PV SYSTEM- (37) 25OW PANELS W/OPTIMIZERS/(1) INVERTER
Type: SOLAR _ " Subtype: ' Status: APPROVED
Applied: 12/9/2014 PJU
Approved: 12/15/2014 JFU'
Parcel No: 770096006'. - Site Address: 78505 AVENIDA TUJUNGA LA QUINTA,CA 92253
Subdivision: DESERT CLUB TR UNITS Block:. Lot: 75
Issued: =
•,;
w "FNO.TES ° 4
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Lot Scl Ft: 0 _Building Scl Ft: O _ _ -Zoning: .: ^
Finaled: ' r
Valuation: $46,250.00 ' Occupancy Type: _ Construction Type: -
Expired:
No. Buildings: 0 Stories: 0_'--.';'- `No. Unites: 0 "..
E-MAIL
Details: 9.25 kW SOLAR ARRAY - (37) 25OW HYUNDAI +SOLAREDGE P300 OPTIMIZERS.W/ (1) SOLAREDGE SE7600-US-U INVERTER [288SF]
2013 CALIFORNIA ELECTRICAL CODE.
� r
6 4m
K,
. -... r• - .s: xr, .*�+..c •-<, ,.- - :�^x ° tea. ' ,
Applied to Approved'
ADDITIONAL
4-
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- - SYSTEMS
CHRONOLOGY
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LETT ON"DATE'°�
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E-MAIL
JAKE FUSON 12/15/2014.
12/15/2014
NOTIFIED HOLLIE W/ HELIOPOWER PLANS WERE APPROVED
f
AND PERMIT READY TO ISSUE...
PLAN CHECK SUBMITTAL-.
-
RECEIVED' 'F
PHILIP JUAREZ 12/9/2014
y �.
NOTIFIED NICK W/ HELIOPOWER PLAN REVIEW. WAS:-"-.
TELEPHONE CALL
JAKE FUSON 12/12/2014
12/12/2014
, COMPLETE AND REVISIONS REQUIRED. SENT CORRECTION.
LIST AND REDLINED PLAN SET VIA EMAIL.
CONDITIONS
CONTACTS
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APPLICANT---
HELI :.
"^'25747JEFFERSON
MURRIETA
CA
92S62-
-
_
AVENUE--
-;.
4-
Printed: Wednesday, January 07,2015 12:02:50 PM 1 of 3 f CR .
- - SYSTEMS
CONTACTS
NAME TYPE NAME:_'.ADDRESS1 CITY • STATE I 'ZIP PHONE' FAX EMAIL-
OWNER
MAIL-OWNER SEAN WALKER 2055 PINE HURST LN HAWTHORNE CA 92253
Printed: Wednesday, January 07, 2015 12:02:50 PM 2 of 3 cpsrsreMs
FINANCIAL
INFORMATION
DESCRIPTION ACCOUNT QTY
'AMOUNT
PAID
PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD
BY
BSAS SB1473 FEE 101-0000-20306 0
$2.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$2.00
$0.00
BSA:
PV SYSTEM - ARRAY,
FIRST 20
101-0000-42403
0
$24.17
$0.00
PV SYSTEM - ARRAY,
FIRST 20 PC
101-0000-42600
0
$24.17
$0.00
Total Paid forELECTRICAL:
$48.34
$0.00
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$0.00
Total Paid forPERMIT ISSUANCE:
$91.85
$0.00
TOTALS:00
INSPECTIONS
SEQID. INSPECTION TYPE INSPECTOR
SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE
DATE
SOLAR FINAL"
Printed: Wednesday, January 07, 2015 12:02:50 PM 2 of 3 cpsrsreMs
Mo.1 o,x : r iPERM1 UT.�NBPermt
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-City,of} La°Qurnta ;:s = {s6SGU 014 0049 a
BOND INFORMATION
ATTACHMENTS
6
SHEET INDEX
SHEET No.
DESCRIPTION
T-01
TITLE PAGE
PV -01
SITE PLAN
PV -02.
ELECTRICAL
SINGLE LINE
PV -02.1
PLACARDS / WIRE
AND CONDUIT
CHART
PV -03
MOUNTING DETAIL
MCI
lie
Walker, Sean 9.25 kWDC PHOTOVOLTAIC SYSTEM
11/19/14
♦ Revisions
CUSTOMER INFO: �►��.,t'�`;,"' _:r'•iTasOStAveT�urliga;�'��IR
NAME: Walker, Sean
ADDRESS: 78505 AVE TUJUNGA s ��nev y -� -' l.. -f J( sw t y �..
CITY: LA QUINTA, CA 92253 C_-l� j_ - �'d
PHONE: (310)345-2857 -" Soul ofchma H Slerbuck ��; wl( .' P L_
APN: 770096006 r f j
JURISDICTION: I o =� +�
LA QUI NTA �m� t "11 I , F�� r� L J vL,aFanja�y'^I .moi.. `- r. =j:_: ,1 t"z +: •�e.E _ _ ` ='
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ILDING & SAFETY DEPT.
BU
APPROVED , ,
COMPANY:
NAME:
HELIOPOWER INC.
ADDRESS:
25747 JEFFERSON AVE.
CITY:
MURRIETA, CA 92562
PHONE:
951-677-7755
FAX:
951-677-9559
CONTRACTOR 915598 CLASS C-46
LIC#:
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1 VICINITY MAP �FRONT VIEW
NTS
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ILDING & SAFETY DEPT.
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APPROVED , ,
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CONSTRUCTION NOTES:
- A grounding electrode system in accordance with NEC 690-47 and 250-50
-A DC disconnecting rf e�lans s a e sible '
1. Key Manufacturers are:
through 60 and 250-166 shall be provided. Per NEC, grounding electrode
location either outside of a building or s ruc ure t the point of.
- Inverter, Solar Edge Technologies Inc.
system of existing building may be used and be �+ded to at the service entrance.
entrance of the system conductors as per section 690-14 of the CEC.
900 Golden Gate Terrace Suite E
If existing system is inaccessible'or inadequate'or is only metallic water piping,
- Height of Integrated AC/DC Disconnect shall not Exceed 6'-7" per NEC 240.24
Grass Valley, CA 95945
a supplemental grounding electrode will be used at the inverter location
-The Grounding Electrode Conductor shall be protected from physical damage
- Panels, Hyundai Solar
consisting of a UL listed %" X 10' copper clad ground rod with 8' embedment &
between the grounding electrode and the panel (or inverter) if smaller than #6
1000 Bangeojin Circulation road, -
acorn clamp. Grounding electrode conductors shall be #6AWG copper and
copper wire per NEC 250.64B. The Grounding Electrode Conductor will be
Dong -Gu, Ulsan 682-792 Korea
bonded to the existing grounding electrode to provide for a complete system.
continuous, except for splices, or joints at busbars within listed equipment per
- Racking, Snap N Rack
- Each module will be grounded using the supplied connections points identified
NEC 250.64C.
775 Fiero Ln, Suite 200
on the module and the manufacturer's installat:16n instructions.
- Photovoltaic modules are to be considered non-combustible.
San Luis Obispo, CA 93401
- Solar PV System to be installed on a residential structure 1 story tall,
- Exposed non-current carrying metal parts of module frames, equipments, and
conductor enclosures shall be grounded in accordance with 250.134 or 250.136
- Photovoltaic system conductors shall be identified ouped. The means of
with 2X6 24" O.C. trusses.
(A) regardless of voltage,
identification shall permitted by separate color codin rking tape, tagging, or
- All components are UL listed and CEC certified, where warranted.
-IID will be notified prior to use and activation of any solar installation. System
other approved means. The means of grouping shall wire ties or similar
- The solar PV system will be installed in accordance with Article 690 of the 2013
will be commissioned by owner per utility interconnection agreement.
means at least once, and then at intervals not to exc ix (6) feet.
CEC based on 2011 NEC and the 2013 CBC.
- Proper access and working clearance around existing and proposed electrical
equipment will be provided as per section 110.26 CEC.
- Photovoltaic equipment and system and all associa iring and
arsons.
APPLICABLE CODES: -
- Alternate power source placard shall be plastic; engraved in a contrasting color
interconnections shall be installed onl be qualified
-2013 California Building Code.
to the plaque. This plaque will be attached by Pop rivits or screws or other
'-2013 California Residential Code.
approved method. If exposed to sunlight, it shall be UV resistant.
-All construction shall comply with the•2013 Ca ifornQftilding, Residential,
-2013 California Electrical Code.
- Where metallic conduit containing DC conductors is used inside the building,
Mechanical, Electrical, Plumbing, Energy, and Green ding Codes and the La
shall be identified as "Caution: High Voltage DC Circuit" every 5 feet.
Quinta Municipal Code.
- A ladder shall be in place for inspection in compliance with CAL -OSHA
- All plaques and signage req. by 2013 CEC will be installed as req.
regulations.
-Signage and Labeling Specifications shall be: Red background with white
- This system is an utility interactive system with no storage batteries.
lettering, 3/8" letter heights, all capital letters, Arial or similar font, weather
- The Solar PV installation shall not obstruct any plumbing, mechanical, or
resistant material (i.e. engraved plastic).
building roof vents.
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PHOTOVOLTAIC
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LA QUINTA, CA 92253
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PHONE: (310) 345-2857
SYSTEM
P:(951)-677-7755
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F: (951)-677-9559
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APN: 770096006
Lic# C-46 #915598
Solar Solutions. Engineered. WWW.HELIOPOWER.COM
11/19/14
CAUTIONi ..
.: . . . , � - Revisions 8
HIGH VO
GE
DC CIRCUIT
4 li .
STICKER LOCATED 1.2 1:3 p ..
EVERY 5 FEET ON EMT -/-��- >
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PV OUTPUT CIRCUIT CONDUCTOR', ~! ""�-• --.. � _ , aTAQ
COLORS FOR UNGROUNDED y " ""�-•'
3 18 19 A _- SYSTEMS'(CEC 690.35)'
r r BLUE -POSITIVE BLACK-NEUTRALt cec U2F' -.�
L-__ -- ---- �-- --- ----- --- -= a 2
(1) STRING OF (19) HYUNDAI HIS-M250MG O
• ` CITY OF -
LA QUINI'A� -
MPPT OPERATING RANGE WILL NOT EXCEED 4 -� y -BUILDING r ' -
55Vdc. (CONTROLLED BY THE OPTIMIZER): • -+ :ti ,� "• - y t ; , `� ., r: ,,,; u, & SAFETY,DEPT.
• TOTAL MAXIMUMSTRING•VOLTAGE +�. .+ `*_ 3 „• -; x e', t ...i..
(CONTROLLED BY THE INVERTER) = 500VdC tt APP0 y E® ` Y 00
-_ i t , FOR CONSTRUCTION s LO
- - - C 0 •0 - _ I. B' , - . .<" ti DATE Z /S 7 gY �_ v
_- - __ _ _- EXISTING 200A SERVICE , = cv
_ - ----- ------------- - _� = i 200A MAIN CB t _ Q
f v ,
120 / 240V 3 WIRE / 2 POLE/ J
• +. + - + - + ` - +'-. �. ti - 1 PHASE / 10kA AIC ..' �' 00
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1 2 3 17 18 200A ; : '* - OUj
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(1) STRING OF (18) HYUNDAI HIS-M250MG 't 40A - a '-
7 SOLAR CB i. _ ♦ ,
1 MODULE x 38.2 Voc = 38.2V - 120/ '
1 MODULE x 38.2 Voc x 1.14 = 43.54V I�
1 MODULE x 8.6 Isc x 1.25 = 10.75A Meter N0.164S-1.10799 y 240V $ r :.� _ _. _ _ y _ v _ Y -- - _ Q `c M CO - -
1.,: , r
t ... P n _ C� c�
19 (STRINGS) x 1 (MODULES) z 250 (PMAX) / 350 Vdc = 13.57Adc -" CO (O
Proposed bi directional F - Z CV • 1 p
1 MODULE x'38.2 Voc = 38.2V, ' meter, #--_ __ - > • ' ' , O)
1 MODULE z 38.2 Voc x1.14 = 43.54V - _ i Q
1 MODULE x 8A IsC x 1.25 = 10.75A *NOTE* NEUTRAL" �♦ ' + - ` U
O
18 (STRINGS) x 1 (MODULES) X`250 (PMAX)1350 Vdc = 12.85 Adc" r AND GROUND .'`: - ~ O
L"UiBONDED HERE ` ' W Q
.n
J
W
Z
• , ♦ r .. T _
t
EQUIPMENT SCHEDULE _ ... - .. - - _..a. _ _ , ,_ _ _ _ =.f r 0 Z
A x •
WIRE AND
'CONDUIT LEGEND: (TYPICAL OF ONE) _ Q
_- - ,
> -• _ 1.1 CONDUCTORS ARE (38) #12 PV WIRE AND GROUNDfIS #8 AWG BARE COPPER IN FREE AIR UNDER ARRAY: , - 00 Q O
�A 'HYUNDAI HYUNDAI HIS M250MG,SOLAR - - — `'
PANELS: PTC RATING 226.1 •t�SOLAREDGE SE760OA-US-U (240v) INVERTER -- 2.2 CONDUCTORS ARE (36) #12xPV WIRE AND GROUND IS #8 AWG BARE COPPER IN FREE AIR UNDER ARRAY.
BaSOLAREDGE POWER OPTIMIZER P300 - WITH INTEGRATED DC DISCONNECT h -
RATED DC INPUT POWER - 300 WATTS RATED FOR 500V DC MAX POWER: 760OW �� 1.2 CONDUCTORS ARE (4) #10 PV WIRE AND GROUND IS #8 AWG BARE COPPER IN FREE-AIR UNDER ARRAY. _
INPUT VOLTAGE RANGE -'8 TO 48 Vdc ' CEC EFFICIENCY: 97.5% MAX AC OUTPUT: - Paper size
MAXIMUM INPUT CURRENT - 10 Adc 32A (@125% NEC)= 40A iLw - 1.3 CONDUCTORS ARE (4) #8 AWG THWN-2 AND GROUND IS #8 AWG THWN-2 COPPER rN 3/a' CONDUIT OR LARGER. B
MAXIMUM OUTPUT CURRENT- 15 Adc SO D D222NRB 60A RATED, 40A FUSED AC O CONDUCTORS ARE (3) #8 AWG THWN-2 AND GROUND IS #8AWG THWN-2 COPPER IN 3/y" EMT CONDUIT OR scare
STRING LIMITATIONS 8 TO 21 MODULES DISCONNECT, UL LISTED (OR EQUAL) 2 1 LARGER. NTS
5250 WATTS STC PER STRING MAXIMUM Drawn by
2.2 BOND #6 AWG COPPER WITH IRREVERSIBLE SPICE OR LISTED ACORN CLAMP CONNECTION TO OFFER G.E.C. JR.
Ca -SOLAR PASS-THROUGH BOX WITH `
Title
SET -SCREW WIRE CONNECTORS IDEAL y > LD/WIRE/COND
MODEL NUMBER 22 UL LISTED (OR EQUAL)' rotect WurnFer
r OVERCURRENT PROTECTION CALC
200A X 1.20%= 240A 023.078
" AC NAMEPLATE: 37 X 226.1 X 0.975/1000 = 8.156kW 200A + 40A = 240A s 240A - at:
QVINTA
C,,j7j of
�FE� DEPT.
ION
PROv
OR CONSTRUCT
ION
15 2az BY
DATE
PLACARD LOCATED ON INTEGRATED - P_ LACARD LOCATED FRONT
AC/DC DISCONNECT _ - OF MAIN SERVICE PANEL
PLACARD LOCATED FRONT OF MAIN
SERVICE PANEL
SOLAR WARNING-
INVERTEROUTPL)T CONNECTION.
DO NO1T RELOCATlE TjHI QE
snCKER LOCATED NEXT TO P.O.C. CIRCUIT
BREAKER INSIDE MAIN SERVICE PANEL
PLACARD LOCATED AT INVERTER /
JUNCTION BOX / DISCONNECT
PLACARD LOCATED AT INVERTER PLACARD LOCATED FRONT OF AC DISCONNECT
(Average Ambient Temperature F° 107 1
(Minimum Historical Temperature F°
13 1
IMin Conduit Distance to Roof in.
3 1
Temperature Adder F° 310.15 B 2
40 1
(Max Expected Module/Free-Air Tem F°
147
Max Expected Conduit1THWN-2 Tem F°
'WIRE RUNS,;AMPACITY, VOLTAGE'DROP AND CONDUITREQUIREMENTS
Array 1
Wire Run
Amps Amps
Im Isc ,
Amps
Mairw/
NEC
,Multi lied
(Fuse or
Breaker
Ams
`Voltage
Min Max,
One-
Way
DC! .Dist
AC ft)
Design
Vdrop
s
'Current Carrying Conductors
# in
0 y parallel AWG Insui
Qtv
Grounding Cdnduotors
EGC GEC
AWG Qfy AWG
Worst
Case
Vdrop
Minimum
Conduit
# of
Conduits
in
Parallel
Max
Ams pType
Seled
Conduit 'Wire Max
tenip
A BC
_
Has W re #Cnds in
Neutral Ampacity Conduit
Cond 30C Derate
Wire
Temp
berate
= (A`B'C)
_
W re
Derated
Ams
_
Term
Ratin
D
- --
Term
Ampacity
30C
i[ m
(Module to DC Optimizer
8.1
8.6
13.42
1142
30.9-1-38.2
DC
2
20/6
2
1
12 1
PV WIRE
1
8
0.21%
Free -Air
1
Ok
Free -Air
141-158
N
40
1
0.58
23.2
90C
30
2.01689
1
IDC Optimizer to Junction Box String of 19
13.6 1
15
23.40 1
23.40
350
1 500
1 DC
65
20/6
2
1 110 1 PV WIRE 1
1
8
-0.64%_ I
-- Free -Air
1
1 Ok -Free-Air
1
141-158
N -
55 _ --1
j0m_
1- Sfg
I 96C
I 40
1.26917
IDC 0 timizer to Junction Box String of 18
1 12.9_1
15
23.40 1
23.40
350
1 500
1 DC
60
2%
1 2
1 1 1 10 1 PV WIRE
1
1 8 1 1
1 0.56% 1
Free -Air
1
Ok
Free -Air
141-158 1
N
55
1 1
1 0.58
1 31.9
1 90C
1 40 11.26917
'Junction Box to Inverter String of 19 & 18
1 13.6 1
15
1 23.40
23.40 1
350
1 500
1 DC
-55-1-2"/0
4l
1 8 THWN-2 I
1
1 8 1
0.34%
3/4" EMT1
1
1 Ok
I EMT 1
141-1581
N 1
55
1 0.8
1 0.58
1 25.52
1 90C
1 55 10.79593
Il Inverter to POC
32
40.00
40.00
211
264
AC
30
1%
3
1 8 THWN-2 1--f-18
1 6
0.66"�
3/4"EMT
1
Ok
EMT
105113
Y
55
1
0.87
47.85
75C
50
0.73061
(Average Ambient Temperature F° 107 1
(Minimum Historical Temperature F°
13 1
IMin Conduit Distance to Roof in.
3 1
Temperature Adder F° 310.15 B 2
40 1
(Max Expected Module/Free-Air Tem F°
147
Max Expected Conduit1THWN-2 Tem F°
147
I otai uc vor[age Drop11
Total AC Voltage Drop AC Voltage Drop 0.66%
11/19/14
2
Q N U7 rn 0
Z 1 Ln N
o 0) r m W
w U a-
LL s 0
11-
w w W
vg'
n
Cv
N
�v
V
a
G
0 6W
�L] Q
�®
�U)
Ln
co
rn
�Lr)
tLO
t�
Urn
�
�U
J
U�
J LL
Y O F-
0 LO O
04 O
0i _
(L
Q C0 O
0)V) 00o
Q
�V^o
H
i < M O
Q Z
Lo E) UJ z
L 0 Q
ti J a
B
Scale
NTS
Drawn by
JR
Title
3LD/WIRE/COND
rotect -m er:
023.078
at:
PV -02.1
TOP VIEW OF PV ARRAY; TYP: OF ONE
A ,
STAINLESS STEEL BOLT SNAPNRACK ,
WITH SPLIT LOCK WASHER STANDARD
RAIL
SNAPNRACK BONDING PV panel attached to Support
MID CLAMP HAS STAINLESS channel with bonding mid clamps
PINS THAT BOND THE CLAMP between each module see cut sheet
TO THE MODULE FRAME SNAPNRACK
BONDING for engineering specs) and rail end
SNAPNRACK BONDING ' O CHANNEL NUT clamps at the end of every row.
CHANNEL NUT• •. ___ - r_ _- STAINLESS BOLT r , = Support channels will be spliced.
- WITH SPLIT LOCK
WASHER on -end with bonding standard rail
splice. Two support channels laid 48"
apart can accommodate 4 modules
e laid portrait -style, as shown.
SNAPNRACK •
GROUNDLUG
Z
DETAIL 4 DETAIL 3 #1D-6AWG ;
COPPER WIRE
SNAPNRACK BONDING
SPLICE INSERT •
Roof Mount Detail ,
• 1:''Snap NT Rack Racking, System, or equal
SNAPNRACK "
STANDARD RAIL 2:, Flush Mounted+in ;gro.ups:of 37 Mod Iles
SNAPNRACK 3..`Sized for wind 'loads up to 1.20 mph
SPLICE BASE Wit, 0
SNAPNRACK '
®_ F- GROUND LUG
' SNAPNRACK
STANDOFF CLAMP
?g X 2 S.S. BOLT AND RA NPNRACK COLLARRINSTALRLS
- S.S. SPLIT WASHER - OVER TOP OF FLASHING
DETAIL 2 -
STAINLESS HARDWARE
W/SPLIT-LOCK WASHER
•? - - - -- - Y SNAPNRACKSTANDOFF
SOLAR PANEL SHAFT STD.
NAP N RACK '' 5/e" S.S LAG SCREW WITH
TILE - - FLAT WASHER 2.5" MINIMUM
EMBEDMENT IS STANDARD.
4U.8
ZLO N� OU
of Modules:
O rn ^ rn w
�. O- tal Module We gl t ;(labs:,)
� Q
LU U a
Rack Weigh't� 'l.bs:�
LL C a O
LL
LU W
T6ta�l' Weight: ' M _
x
# ';af'Stand=offs;
L0 o LL 3
Loa:drg,Per .Stand; -off:
`1 3
N
Total Area:
644
Loading;(IPSP)'
2.57
JR
a
c
rn
W
Ell
tom# 0.
o
-
� A, Q
Project Number: -
023.078
sealant and are guaranteed for ten years.
to
ed
ePV-03
ie.
•
ao
:3 Ln
L LO
� r
U �
to
�U
O
J
J LU
0 �,
N o
Mod Weight 1(1bs)
of Modules:
.37
�. O- tal Module We gl t ;(labs:,)
F 1 51U
Rack Weigh't� 'l.bs:�
148
T6ta�l' Weight: ' M _
1,657
# ';af'Stand=offs;
'52
Loa:drg,Per .Stand; -off:
31.87
Total Area:
644
Loading;(IPSP)'
2.57
rl—
¢CQ00
�:.
0) u7 �
�V�IJ It o
1- o 0
i���
¢Z
Ln5zZ
C) (� O Q
S -TILES .\a"x,"S.S.BOLT AND 4. Standard wood truss construction, 2X6 rafter/trusses 24 a
SECTION 1
U
DETAIL 1
51e'"S.S.SPLIT WASHER O.C. to form gabled roof, sheathed with 1/2" plywood.
- SNAPNRACK TDI-HOSTANDOFF Upper surface of plywood faced with felt paper.
' BASE STD 1•HOLE PP P Y P P
-SHEATHING Finished roof surface is S-TILE•under array.
Paper size B
5. Mounting system to be attached to 2X6 trusses at
Sale
no more than 6' O.C. depending on truss location.
NTS
Drawn by
6. Lag bolts are to be 5/16" x 3.5" stainless steel. (See
JR
attached cut sheets)
Title
Mounting Detail
2X RAFTER 7. Roof penetrations are sealed with 3M polyurethane
Project Number: -
023.078
sealant and are guaranteed for ten years.
ePV-03
r
www.hyundaisolarcam -
�l
undag-
So-lar
_ r ._ _ - - + t • Y
_ -. mow`— �" 3' w•f�!!•+' _:..•--�a-v _ � � - w.r,-..�'_�"-"'_"�:""'w"`,,.�'.'"'_ }..;"Y� -'m' .�• - . - - - .- . - .. _ ^ � . «.
7-
Poly7crysullIn011irl:iIii: � -
': HIS-hi230MG I HIS-M233MG I H&M235MG I HIS-M238MG I HIS•M240MG I HIS-M245MG I HIS-M250MG
MG -Series mo
no-cry:talllntarype -
HIS-S245MG I HIS-S248MG I HIS-S250MG I H)S-5255MG I HIS-S260MG I HIS•S265MG ,
Mechanical Characteristics
fi
J1
0
e
nail ( 7')IW) x 1,645 mm (64 769(U x 3s mn1(1 �e 1(Fp ^ ! -
Apptnll.�les kg (40.8Ibs)
man fj
l� In setes,(6 x10 maM1d -
4 mmt (12AWG) tables with polarized -weatherproof connectom
IEC ceed (U4listed), Length 1:O m (39.4
..
Vis,rtifirwathup►oof, IEC a rdfl d (UL Ilstee0 ,
3 bypass nodes to prevent power decrease by partial shade,
t ... -
248
Fruit. High plass, 32 mm (0.126') `
apstd6ni-EVA Bade Stant Weatherer ofIMrn' ' PA
_Clear anodized aluminum alloy type 6063 (sliver or black wlot),
260
High Quality .
• IEC 61215 (Ed2) and IEC 61730 byTOV Rheinland
• UL fisted (UL 1703), Class C Rre Rating
• Output power tolerance +3/-0 %
• ISO 9001:2000 and ISO 14001:2004 Certified
• Advanced Mechankal Test (SAM Pa) Passed (iEC)
/ Medtanlcal Load Test (40lbs/R4 Passed NU
• Ammonia Corrosion Resi tanceTestPassed
• IEC 61701 (Salt Mist Corrosion Test) Passed
Fast and Inexpensive Mounting
• Delivered ready for connection
Pre-confectlonedcables ,
• IEC (UL) certified and weatherproof cormectors
•Integrated bypass diodes
Limited Warranty R
• 10 years for product defect . .
• 10 years for 90 96 of warranted min. power
• 25 years for 80 % of warranted min. power
ra important Notice on warranty
The warranties apply only to the PV modules with Hyundai Heaey Industries Co.
logo (shown below) and product serial number on it
„
- HHEAYU N DAI
-Electrical Characteristics
Poly -crystalline Type I
' - IKAH data at STC (Standard Test Conditions). Aber data may be changed %IthOut prior notl0e.
r I Mono-vysta0lne Type I '
Nominal output(Pnipp) w 230 •233 235 ? 238 " _ 240 245 2so
' V 30.1 303 903 `+30.44 309
VohayeatPma�l(IAIIPP), ,, .,,::,.�..k =- .
Current at Prrtax (Impp) A;;- 7.7 9 7 7 8 79 • „ . 7.9 &0 81
Open clrak wltagrr Nal v� 3T..1 373 =37A • 37.4_3' 7.7 .: 382
Short circuit current (lid A K I. 82 1 82 83 83 8.3. 1t.�'114. 8b.-
". No. of cells & connections . _ t� _• 60 In series _ -
„[can-
Module
can - -
__ 6
Module ii envy ` 96 "`1140.2 144 ' 145 ~ .14.7. ' 14.8 152 1155
TemperatunrneMleiant-of Pmpp =' t6At! -0.43 r--'0'43.. ,-0A3_ �.4 � ' -0.43 °ems 3�
Temperature cnefllclent of Voc %M . _-0
.o
z
Nominal output (Pmpp)
W.
245 _
248
250 255
R'
260
128 -
V01....�atPmexlVmaa1
�^•�. a •y�:yr•�fdiUr•,.
V -
�30�9�V"�
2 Y'!,-sem•
9
i3D 308
w.e1n30. '.1.+�'
3�
._ _
312
• Current of Pmax (Impp) -
Opartclraftvotl>tpallloc)
A
V37A
Al
82 " '
375; -
82 ":" 83
373 - 3
8.4
83
Short clecultcurrent (lsc)
A•
8.6.
1. _8.7�„
_8.7, _28;
B-9
9.0
N0. of cells 8 connections
_-601n series
--—
!
6'MonotlystatIna stlIcon _ •
Moduleefidenq
Tem nttu4ionfActtbuof '�'•
%
11IK-0A9i
X152
�"
^qS]:
-0AS
_ 153
-04s�¢
-_1�a^1_�,t
4 5
16a
Sem dent oi,llbc�
tem eture��len oflsc-�
46IK�0.0.48�,�0.048-,
32 :
32
.:,+r,
e 3?
0.048,�;�,
-0.32.
.0.048
-CM
OA48 .
422
•.. OA4a_ ,
-0.32
����
' - IKAH data at STC (Standard Test Conditions). Aber data may be changed %IthOut prior notl0e.
r I Mono-vysta0lne Type I '
Nominal output(Pnipp) w 230 •233 235 ? 238 " _ 240 245 2so
' V 30.1 303 903 `+30.44 309
VohayeatPma�l(IAIIPP), ,, .,,::,.�..k =- .
Current at Prrtax (Impp) A;;- 7.7 9 7 7 8 79 • „ . 7.9 &0 81
Open clrak wltagrr Nal v� 3T..1 373 =37A • 37.4_3' 7.7 .: 382
Short circuit current (lid A K I. 82 1 82 83 83 8.3. 1t.�'114. 8b.-
". No. of cells & connections . _ t� _• 60 In series _ -
„[can-
Module
can - -
__ 6
Module ii envy ` 96 "`1140.2 144 ' 145 ~ .14.7. ' 14.8 152 1155
TemperatunrneMleiant-of Pmpp =' t6At! -0.43 r--'0'43.. ,-0A3_ �.4 � ' -0.43 °ems 3�
Temperature cnefllclent of Voc %M . _-0
. �INAllda[aatSTC(Standaii7estCnldleons)-MOseclinMybicd edwwhhhoutprlomlxlae. - __ =---- . -+ - - -
I Module Diagram I Nnh:mm,Nch) I-V Curves I
....�,,: -,^- •: .mak
t�
. '. •il ! h, � ;. 1itNtrd=umtcmy - ;� •
. .. { . � .' tAOCint1111i 1,��041/'1 a • QfA►A-�� �� i,+ Lry/t10ralMrp ti . .. �, •, A - ,
• i .aruala a,mrvaca' :.... �[l r _tpmaymt.n' � ► '
r � tdlexCTOe ,' OOMiQ011 F,, '.�510rrtxU C _ .,. , ��GdR.�V ISC - 1 1 1' pit- • i - - :. =-- •, - _ -
t. I M rJOleDt0li - - RAi_ I� + - >} }
• _ __��tbl�i�•: 't •.. 1. I. H' :M., in.. .• 'xli, ffil;
' '�!', � ---------7..-�1 �....-.�.-+..-...,...,-...::._....-»�_• .- - - ?rte_-=.Mt.�:,..,...K..1. •�l..y...n.. --- - � w�ln � _ _ ". ..
I Installation Safety Guide I I 46•C3 2
• Only qualified personnel should install or perform maintenance. -40-8VC _
• Be aware of dangerous high DC voltage. CIC1 AW V
(IEQ
• Do not damage or scratch the rear surface of the module. ' I V. -U
15A
• Do not handle or Install modules when they are wet _
r R'mled Orme April 20131
2 "I' antglny HYUNDAI
. •c 2•• FL Hyuda181dg.. 75, YulBok{q Jon9
ynou, Seoul 110.793. Korea r .
HEAVY INDUSTRIES C0.12Q
Tel: 482-2-746-8406,7422 Fax:+82-2.746.7675;
.o
z
Nominal output (Pmpp)
W.
245 _
248
250 255
R'
260
128 -
V01....�atPmexlVmaa1
�^•�. a •y�:yr•�fdiUr•,.
V -
�30�9�V"�
2 Y'!,-sem•
9
i3D 308
w.e1n30. '.1.+�'
3�
._ _
312
• Current of Pmax (Impp) -
Opartclraftvotl>tpallloc)
A
V37A
Al
82 " '
375; -
82 ":" 83
373 - 3
8.4
83
Short clecultcurrent (lsc)
A•
8.6.
1. _8.7�„
_8.7, _28;
B-9
9.0
N0. of cells 8 connections
_-601n series
--—
!
6'MonotlystatIna stlIcon _ •
Moduleefidenq
Tem nttu4ionfActtbuof '�'•
%
11IK-0A9i
X152
�"
^qS]:
-0AS
_ 153
-04s�¢
-_1�a^1_�,t
4 5
16a
Sem dent oi,llbc�
4
-033 _
- -033 -
_ --, om2
_ :033: _ .
� ,o..
". -033 ^-' T
•••-�-.•�
-033
;
_-0 33
Ise
Timpaatun coefAeNMa!
L '0.032
. �INAllda[aatSTC(Standaii7estCnldleons)-MOseclinMybicd edwwhhhoutprlomlxlae. - __ =---- . -+ - - -
I Module Diagram I Nnh:mm,Nch) I-V Curves I
....�,,: -,^- •: .mak
t�
. '. •il ! h, � ;. 1itNtrd=umtcmy - ;� •
. .. { . � .' tAOCint1111i 1,��041/'1 a • QfA►A-�� �� i,+ Lry/t10ralMrp ti . .. �, •, A - ,
• i .aruala a,mrvaca' :.... �[l r _tpmaymt.n' � ► '
r � tdlexCTOe ,' OOMiQ011 F,, '.�510rrtxU C _ .,. , ��GdR.�V ISC - 1 1 1' pit- • i - - :. =-- •, - _ -
t. I M rJOleDt0li - - RAi_ I� + - >} }
• _ __��tbl�i�•: 't •.. 1. I. H' :M., in.. .• 'xli, ffil;
' '�!', � ---------7..-�1 �....-.�.-+..-...,...,-...::._....-»�_• .- - - ?rte_-=.Mt.�:,..,...K..1. •�l..y...n.. --- - � w�ln � _ _ ". ..
I Installation Safety Guide I I 46•C3 2
• Only qualified personnel should install or perform maintenance. -40-8VC _
• Be aware of dangerous high DC voltage. CIC1 AW V
(IEQ
• Do not damage or scratch the rear surface of the module. ' I V. -U
15A
• Do not handle or Install modules when they are wet _
r R'mled Orme April 20131
2 "I' antglny HYUNDAI
. •c 2•• FL Hyuda181dg.. 75, YulBok{q Jon9
ynou, Seoul 110.793. Korea r .
HEAVY INDUSTRIES C0.12Q
Tel: 482-2-746-8406,7422 Fax:+82-2.746.7675;
z
. �INAllda[aatSTC(Standaii7estCnldleons)-MOseclinMybicd edwwhhhoutprlomlxlae. - __ =---- . -+ - - -
I Module Diagram I Nnh:mm,Nch) I-V Curves I
....�,,: -,^- •: .mak
t�
. '. •il ! h, � ;. 1itNtrd=umtcmy - ;� •
. .. { . � .' tAOCint1111i 1,��041/'1 a • QfA►A-�� �� i,+ Lry/t10ralMrp ti . .. �, •, A - ,
• i .aruala a,mrvaca' :.... �[l r _tpmaymt.n' � ► '
r � tdlexCTOe ,' OOMiQ011 F,, '.�510rrtxU C _ .,. , ��GdR.�V ISC - 1 1 1' pit- • i - - :. =-- •, - _ -
t. I M rJOleDt0li - - RAi_ I� + - >} }
• _ __��tbl�i�•: 't •.. 1. I. H' :M., in.. .• 'xli, ffil;
' '�!', � ---------7..-�1 �....-.�.-+..-...,...,-...::._....-»�_• .- - - ?rte_-=.Mt.�:,..,...K..1. •�l..y...n.. --- - � w�ln � _ _ ". ..
I Installation Safety Guide I I 46•C3 2
• Only qualified personnel should install or perform maintenance. -40-8VC _
• Be aware of dangerous high DC voltage. CIC1 AW V
(IEQ
• Do not damage or scratch the rear surface of the module. ' I V. -U
15A
• Do not handle or Install modules when they are wet _
r R'mled Orme April 20131
2 "I' antglny HYUNDAI
. •c 2•• FL Hyuda181dg.. 75, YulBok{q Jon9
ynou, Seoul 110.793. Korea r .
HEAVY INDUSTRIES C0.12Q
Tel: 482-2-746-8406,7422 Fax:+82-2.746.7675;
r " 6, 6-1
ca in
C7
Solar gLgl
k� - I-
SolarEdge Single Phase Inverters
For North America
SE3000A-US SE380OA-US / SE5000A-US / SE6000A-US
SE760OA-US SE10000A-US / SEI 140OA-US
The best choice for SolarEdge enabled systems
Integrated arc fault protection (rypel) for NEC 2011690.11 compliance
Superior efficiency (98%)
Small, lightweight and easy to Install on provided bracket
Built-in module -level monitoring
Internet connection through Ethemet or Wireless
Outdoor and indoor installation
as Fixed voltage Inverter, DC/AC conversion only
- Pre -assembled Safety Switch for faster Installation
— Optional — revenue grade data, ANSI 012.1
USA -GERMANY -ITALY -FRANCE -1APAN -CHINA -AUSTRALIA -THE NETHERLANDS -ISRAEL www.solaredge.us
Single Phase Inverters for North America
solar� o " SE3000A-US if SE380OA-US I SE500OA-US / SE600OA-US
SE760OA-US / SE10000A-US / SE1140OA-US
I SE30WA-US I SE380OA-US I SESOOOA-US I SE6000A-US I SE760OA-US I SE10000A- US I SE114COA-US I
Nominal AC Power Output
3000
3800
5000
6000 7600
_ — �---
11400
... I ...... I ................................
................
...............
.................
................ ................
. MXW.(R?jWM .
..................
Max. AC Power Output
33004150
Soo
5400 0 208V
6000 8350
10800 @ 208V
12000
'�E'O"u'tp'u"t*V"ol*ta*'g'e"*M*i'n*.'*N*o'*m'*�*'M"a'x*'*')**
..............
...............
. 5450.(p .
................ ................
10950 240
.. .
..... .......
18 is
current to the values stated
3 4.5
Adc
..................
.
...
...
....................
......... I ......
...............
.................
................ ......... ;.'
Max. Input Short Circuit �4�TR!tr
..................
AC Output Voltage Min: Nom: Max.tll
V
I/
......
Reverse Polarity Protection ............
....
V
..................
V
...............................
211 - 240. 264 Vac
Ground -Fault kolation Detection600koSensitivit
........... I ...............................................
......
.............................
....... 1. .... X * *:�i:: * *:.*
I .............................
... [ ... .......
... I .......
Maximum Inverter EfRckncy..........
.....................
.,�re u ........
............ I ...
................
..................................................
59.3
...............
... - 60 - 60.S 1with
.
................
HI count .y settin$ 57 - 60 -
........... �..r .... ...... I
..................
60.5)
... .........................
..................
...........
CEC Weighted Efficiency
97.5
ii.6.idiiq
M1S ®208V
97. 5 .
.... Wz ....
...........
Max. Continuous OutputCurrent 12.5 16 251 32 1 47.S A
.....................................
...I ....... ......... ....... I ...... . ................ ... 4 l.............................
.................................... ............................................................ ............................................................ ...
Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Yes
INPUT
....................................
37501
........
4 750
....
1 625 0
......
7 Soo
...
5 00
......
12400
1 ........
14250
...............
W
...........
Transformer.less, Un rounded ........
............................... "
Yes
-13 to 4140 / -25 to +60 (-40 to +60 version available"))
...
Rt Vq ltaIle .................
.....
.............. ..........................................................................
...............
Soo
........ ...
I
Vdc
........
Nom. OC Input Voltage ................
........... I ................................................
................ 325
.............................................
(W 208V / 350 i§1240V
III For other roglonalsettinip pteewcontad scla9dilesupport.
...
Vdc
Max. Input CurrenFJ
9.5
I ...............
13
de: o0arstdrat Lummod
18 is
current to the values stated
3 4.5
Adc
..................
.
...
...
. ........ ......
.. 3 S.(P
......
...
Max. Input Short Circuit �4�TR!tr
................
......
Reverse Polarity Protection ............
I ..........................................
.......................
Yes
...............................
......
Ground -Fault kolation Detection600koSensitivit
........... I ...............................................
......
.............................
....... 1. .... X * *:�i:: * *:.*
I .............................
... [ ... .......
... I .......
Maximum Inverter EfRckncy..........
................
98 2
A A :
1'.: �
ii,
iW I .....
...........
CEC Weighted Efficiency
97.5
...............
98
....
97. 5
97. 5 .
..................
97 0 208V
............
97.5
j&
98 P.
..97.5 240V
Nighttime Power Consumption
<2.5
<4
W
Supported Communication Interfaces RS485, RS232, Ethernet Ziggee
................................... ...........
Revenue Grade Data, ANSI.'P�?,� ...... Optional
-ii�R-e -r-a �id shutdown -kit is installed
....................... ...........
Ra*p'l*d"S'h*'u't'd'o*'w"n'*—"N'E'*C"2'0*14690.12 ................... ...F.u..n.c.tic.-n-a-li.t.y.-e-n-a-.bl.e.d..w-.h.e..n.-S'o'fa I
Safety
......................;.........II ......... .......................................
I ...........
Grid Connection r4l........... ............................"........................ ................................................................
AC output conduit size / AWG range.. ................... 3/4" minimum 16-6 AWG .......... .... I ......... 3/.4".m.1n.l.m.um./ 8-3 AWG ............. ...........
OCIII nput conduit size / # of strings 3/4" minimum / 1-2 strings / 16-6 AWG 3/4' minimum 1-2 strings IF 14-6 AWG
..AWG.raQ&j,
30.5 x 1 2. 5 It 1 0. S /775 x 31 Sx 2 60
........................................ M04�.I!VA ....... ........ ...................................................... ... IMT
Wei fit Oykit!q! ............. . I ......... 51.2 / 23.2. .... 5.4-7 /.2.4..7 ........... ..................... 88.4./.40.1 ..................... .. 1b/.k? ..
Cooling.................................
.......................
Natural Conviction .
Fans
..................
..........
Noise
< 25
'c so
dBA
Min. -Max. Operating Temperature
-13 to 4140 / -25 to +60 (-40 to +60 version available"))
'F /'C
..4AMIO ...................................
........................................................
.. ... ........................................................
........ ...
I
I!!!9:t!�Ii�Rrl.R!N ......................
I ...................
................... ii:7�
.....................
...........
III For other roglonalsettinip pteewcontad scla9dilesupport.
: I ........................................................
of Urnited to 123% for'DationsVAWU
shove TrMrc and to i3m to, Imam where It Is Iselvar 77'F/WC
Por detailed Inforrostim, refer to bft==A:V=n§1
de: o0arstdrat Lummod
01 A Now current ix"as may be used; the Inuartar vA I urnit th input
current to the values stated
Reven Lis grade knearter P/N: SEvimA-US000N NO2
of Raod shutdown Idt P/N: SE1000415D.S1
rel -40 vantlan PM: SEMOAAAMNN U4
cr
Bonding Adjustable X -
End Clamp Top ,
Bonding Adjustable X -
'End Clamp Bottom
SnapNrack Bonding
Adjustable X -End Clamp
I F-
•y
. Bonding .- -.... ._.u:
1 - • Standoff t
./--�BondgingSplice Insert
Bonding Mid Clamp Splice Base
. Bonding Channel ~
Nut . •• - .
SnapNrack Bonding SnapNrack Bonding
Mid Clamp. Standard Rall Splice_ _ r j
w
Bonding Channel Nut
' J
. _ ..,• ,.r - L Foot • /
The SnapNrack line of solar mounting
Base, -
systems is designed to reduce total ".�,� I ; �,.y r ` _ MatolRoorease
-. - -'' Rubber--
installation
ubber - - - - - - - _ - -
installation costs. The system features -
y y., •!'t't'�'''• ' Rain Collar _
technical innovations proven on more than Chi Nut SnapNrackM•tal
i Roof Base with
300MW of solar projects to simplify the Mill Finish . _ Fobt Bonding L Foot
Standoff '
installation and reduce costs.
Pitched Roof Arrays Simplified - Mill Finish
Standoff Base Bondlny Universal Fsd Clamp'
The SnapNrack Series 100 UL Roof Mount System r ' o Hole Base :. ' (UEQ wave
4
Shown),� UEC Pull Strap
is an efficient, visually appealing, photovoltaic (PV)
meUL I that all
s rt Mill Finish " L Foot
module installation system. Series 100 UL is listed to � ' `' �" L Foot ease t> Fleshlrg: : _ -•- � -- _. _
the UL 2703 Standard for Bonding, 9 uec Wedge
: SnapNrack Bondln9 —
s stem components ' — SnapNrack Bonding
y ponents have been certified by UL for Standoff Assembly
s• Roof System In 4� Simple Steps. L Foot Base with Flashing SnapNrack Bonding r --
a electrical continuity, eliminating the need for additional - universal End Clamp -
grounding hardware. The System's components provide ° 1) Go to the online'Series 100 Configuration
t an adequate bonding path which has eliminated the Tool (configure.snapnrack.com) and select
•• UL Technical
need for grounding lugs and washers at each module, "Yes- for 01--2703 Listed
•.
and bonding jumpers between splices. The UL 2703
,2) Identifyion
Site Condits (Array.Tilt, Building
-
_ ,
'Certlflcatlon ensures that SnapNrack partners can �'� ,,Height, Roof.Type, Wind and Snow Loads)-
provide the best in class installations in quality, safety,
Material Finish }�
and efficiency. - r -,3) Build array Intheonline.Configaration4A
-
Tool and automatically generate a.Bill of
Installation
• All bonding hardware is fully integrated into the .Materials.
_-
components
' 4) Place order with your;distributor.'Purchase =
_
• No grounding lugs required for modules materiakfor a single projector order. in bulk
�
C_ alcs. & Certifications
•' • �-� _`, for additional'savings V _
Rail splices'bond rails together, no rail jumpers `
—Rail &Module Clamps
~�
required -
• =Roof Attachments � - - ,
m
Grounding
• Proprietary SnapNrack grounding lug snaps in the rail i-,ArraiiAccessories,,,`.' `s
Warranty.
channel, no drilling of rail or reaching for other tools
r
t
l
r.
required Nt,,,a
Sna ck�
Patent Pending LISTED PIV,M•du.p J '' ia ns;.
PV Mountlng System `' `'
�rV7,
2709 _ (877) 732-2860 www.SnapNrack.com
f 0 Printed on recycled paper using soy based inks -
• 0 2014 by SnapNrack PV Mounting System All rights reserved.
-
•• UL Technical
SnapNrack
Materials, •
• 6000 Series aluminum
-
• Stainless steel
• Galvanized SteehFlashing. - .•
Material Finish }�
• Clear and black anodized aluminum
• Mill Finish on select components '
Installation
Quick. and efficient mounting
• Adjustable hardware to ensure clean and level finish
_
•.All_components bonded to ground with integrated bonding..features.
C_ alcs. & Certifications
UL 2703 Certification
• Stamped Structural Engineering Reports for all 50 States
Grounding
• SnapNrack Grounding Lug '
Warranty.
• 10 Year material and worksmanship (download full details at snapnrack.com)
r
t
l
r.
required Nt,,,a
Sna ck�
Patent Pending LISTED PIV,M•du.p J '' ia ns;.
PV Mountlng System `' `'
�rV7,
2709 _ (877) 732-2860 www.SnapNrack.com
f 0 Printed on recycled paper using soy based inks -
• 0 2014 by SnapNrack PV Mounting System All rights reserved.
-
Norman
Scheel
Structural
Engineer
5022 Sunrise Blvd.
Fair C1akei CA 95¢28
(916)536-9585
(916) 536.0260 (fox)
1984-2013
24 years ojmvilence
Norman Scheel, S.E.
LEED AP BD+C
LEER AP Ibma
Fdbw -SEAOC
Fdbw-ASCE
Btnail: nam@=Ca
Rob Coon
General fduu8a
E-mail:
Steve Smith P.E.
Proje n mama
E-mail: sievesmitlitanue.darn
Steven Cooksey
CAD Supervisor
E-nmik s v(
Jackie Winslow
Office Manager
E -mall: ' k�kr� O
Tuesday, December 31, 2013
SnapNrack
775 Fiero Lane, Suite 200
San Luis Obispo, CA 93401
"Series 100 Roof Mount" Cover Letter
To Whom It May Concern,
SnaNrack-
P,-V' Mo,t( idly, 5 St.01w. fS
We have performed calculations for the 100 series roof mount PV system based
on the information provided by SnapNrack, Included with this letter are the
report and calculations. We did the calculations in accordance with the 2012
IBC, ASCE 7-10, 2012 NDS, and guidelines stated in the Solar America Board
for Codes and Standards.
Some of the components in the SnapNrack test data were used to determine the
capacity and section properties of materials. We collected the test data using the
procedures outlined in the 2012 IBC Chapter 17:
We included the following types of load combinations and building parameters
into our calculations:
• ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure
categories
• ASCE 7-10 Seismic Design Category E
• ASCE 7-10 Snow Loads up to 120 psf ground snow
• Buildings with mean roof heights up to 60 foot tilt angles / roof pitches
from 0 degrees to 60 degrees.
In our opinion, the mounting system outlined by SnapNrack's Series 100 PV
Mounting System Code Compliant Installation Manual 2012 is acceptable and
meets the loading requirements as stated above. See the report and calculations
included with this letter for more information.
If there are any further questions, please contact Norm Scheel.
Norinan Scheel PE, SE
LEER -AP BD+C, LEER -AP Homes
Fellow SEAOC
Fellow A.S.C.E.
.j AN 0 2 1014
Series 100
Structural Report and Calculations
Sna:pNrack-
PV Mounting Systems
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 1, 2014
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 2
'Solar-
_'SolarEdge Power Optimizer,
Module Add -On For North America.
P300 / P400 -/- P405 "
4
PV power -optimization it the'module=ievet
�Up to 2596mote.energy' � " '- -- -�'` � •. , _ ,
- �►;Superiow•,effiaiegcy.(99.SS6) T _
*V Mlft8T6e_ll YsR es:of module-mtsiiiatrch,lossei' fro141`M.i nufac#11 g i =s
_ trance;t3falia_dlrig
R Flexible systemdestgn far�maxtmumspace titi 6'koti
Fust,Installetfon,wlthastngle�bolt - - -;: •_ � .
" Weict general on maintenance wlth rnodule-level monitoring
Motlute;leveltvoltage shufdown far?fn`staller nal fir"efighten,safety
-- =-"
SolarEdge.Power Optimizer
!
• SOlar
Module Add -On for North America
P300 / P400 / P405
t .
USA GERMANY ITALY FRANCE - JAPAN CHINA ISRAEL AUSTRALIA WWW.SOIaredge.u5' �'
—P300
P400
P405
_
(foi 6Ocell modul'e`s):j_
(for 72 & 96 cell modules)
Ifor thin film module)__ _,
INPUT _ y
.
i
Rated ... DC Powerttl
.... 300
400
905 ...
W
..........
Absolute Maximum Input Voltage
........
48
................,,
80
,125.
Vdc
—
(Vocatlowesttemperature) . •.... •.•, •
.•••..,
MPPT OperahnS Range ............................
8 48
8 :80 .
12 5 105
.Vdc
Maximum Short Circuit Current
10
Adc
Maximum DC Input Current12
............................... „
..................................... 5
.Adc
�'—
Maximum EfRciencY99
5
". ...
i
Weighted Effidency.......
988
%V
:;Overvolta e'Categor -
11
-s
itOUTPUT:OUk'iNG'OPERATION.(P_OWE'R OFTI MIZE Ff.66NNEC_Ub*,T0 OPERATING INVERTER) 7-
?
Maximum Output Current
.15
Adc
i
;.....
Maximum Output Voltage _ . ,
........................ ...........
r} 85
.....
Vdc
OVTPVT DURING STANDBY'. POW ER'OPTIMIZEFtC ISCO.NPJECT D FROM INVERTER OR INVERTER OFF �..:
-.1
:Safety:Output;Voltage`per Power'Opttmlier, •"
1:
Vdc _ -
:STANDARDGOMPUANCE
FCC B, IEC61000-6-2, IE.C61000 -6-3
art15 C
J
..........
IEC62109-1(class 11 safety4
-lass
-P
Yes
0NSTArllAT'fdWSPECIFICATI0NS
Maximum Allowed System Volta e- r
1000 _
Vdc
...........
x
Pxxx2 Series
................... . ........
141 x 212 x 40 5 / 5S5}x 8:34 x 1 59
..
mm f in
Dimensions (W a L x H)
Px><x 5 series
128 x 152 x 27'5 /
128x 152 x 35 /
i
128 x 152 x 48 /
In
5x597x1'08
Sx597x1375x5.97x1.89
t
} r
Weight (Including cables)
:.:....... ... ...2, ..
Pxxx 2 series
Pxxx 5 series
.":.....
_ 95 21
7Z0 1 7 930/2.05 930 / 2 05
.. 1, I ..,................ I......
. Ib
r Ib
�.1.......
j
Input Connector
'
Out uWlreTYe./.Connecor
Double Insulate dpt Am P henol ......................
'
..............
Out utWireLen h
P......................................................._.....-.....•...-.........
...........'
095/30 1.2/3.9
I.....
m/ft
t tf
OperatingTemperature RanSe.................:
�:_: ... ...... .... ... .. ..... .. ,. ...
._., .. _ . :. _.-,...._. - ...-40-+85 f -40-+185.....
........ ..................... ........... .... ....:
�y ...
C,�'Fr..
Protection Rating
Pxxx.. series
••.................
IP65 NEMA4
.,......:........:.•.....,................�:...............,.....:..
f:..
Pxxx-5 series
IP68 / NEMA6P
...
Relative Humldlt........ ,....
......................Y...................................;..::.
......._
:: 0 S00 .................
,.%E. .
n� Rated STC power of the module. Module of upto.S% power toleranm
allowed. _ - - - •. r- • -..
'- - .
w
SYSTEM DESIGN USING•` �`
-. , • SINGLE PHASE .. THREE PHASE 208V THREE PHASE 480V
fXSOLAREOGEINVERTERm
pJPV
`
Minimum String Length
-8:
I
10
(Power Optlmlzers�. ..............
.........
10 , .:.. , ......
18
......
Maximum String Length
t (Power OpHmizers�
.- :;
Maximum Power per String
5250.
.............
6000";.<. i
........... :: -..
12750 !N
. ..... ........ „-,..."•
Parallel Strings of Different Lengths
r
'
G
or Orientations
Yes
:...: t:
'
5
1°� I[ la net elbwm to mtr pdoS wRA p300/Pd00/Pti00/p7001naro string. 4
USA GERMANY ITALY FRANCE - JAPAN CHINA ISRAEL AUSTRALIA WWW.SOIaredge.u5' �'
1-1 CU-THHN
SIMDull THHN@
600 Volts. Copper Conductor
Thermoplastic Insulation/SIM Nylon Sheath
Heat, Moisture, Gasoline, and Oil Resistant 1
Also Rated MTW and THWN-2
SIM Technology® for easier pulling
APPLICATIONS
Southwire SlMpull THHN ® or THWN-2 conductors are primarily used in conduit and cable trays for services, feeders, and
branch circuits in commercial or industrial applications as specified in the 2008 National Electrical Code. When used as Type
THHN, or T90 Nylon conductor is suitable for use in dry locations at temperatures not to exceed 90 °C. When used as Type
THWN-2 or TWN75, conductor is suitable for use in wet or dry locations at temperatures not to exceed 90 °C or not to exceed
75 °C when exposed to oil. When used as Type MTW, conductor is suitable for use in wet locations or when exposed to oil at
temperatures not to exceed 60 °C or dry locations at temperatures not to exceed 90 °C (with ampacity limited to that for 75 °C
conductor temperature per NFPA 79). Conductor temperatures not to exceed 105 °C in dry locations when rated AWM and
used as appliance wiring material or when used asT90 Nylon. Voltage for all applications is 600 volts. This cable may be
installed without the need for pulling lubricant.
'SPECIFICATIONS
Southwire SlMpull THHN ® or THWN-2 or MTW (also AWM) meets or exceeds all applicable ASTM specifications, UL
Standard 83, UL 1581, UL Standard 1063 (MTW), CSA, NOM-ANCE 90° C, Federal Specification A -A-59544, and
requirements of the National Electrical Code.
• VW -1 - Sizes 14 through 1 AWG
• CT UL 1685, Sizes 1/0 AWG and larger for CT use.
• FT1 - Sizes through 500 kcmil
• T90 Nylon - Sizes through 500 kcmil
• TWN 75 - Sizes through 500 kcmil
• ROHS Compliant
• Sunlight Resistant - Marked and listed in all colors 2 AWG and larger
CONSTRUCTION
Southwire SlMpull THHN ® or THWN-2 or MTW copper conductors are annealed (soft) copper, unilay compressed strand,
insulated with a tough heat and moisture resistant polyvinyl chloride (PVC), over which a SIM (SLIKQWIK® Infused
Membrane) nylon (polyamide) or UL Recognized equal jacket is applied. Available in black, white, red, blue, purple, green,
yellow, brown, orange, and gray. Some colors standard, some subject to economic order quantity.
1 Oil and gasoline resistant II as defined by Underwriters Laboratories.
Southwire . MADE PRONOSPec �` l'IOL�atie'�°" �' ""'�°'
One tlwrotwln Drive ` IN THE Rttgi CWV"M �+ ' of SOW . u a to
campo•�w a.a.n.rrc
Carlow^ Iia "119 USA USA m soren�. �•na.n.
SlMpull THHN
Conductor Insulation .locket Nominal O.D. (mils) Approx. Net Weight Per
Thickness Tbicknm 1000 ft. (lbs)
Size (AWG or Num. Strands (mils) (mils) l.7 Str. Sol. Str.
kemil
Allowable Ampacities+
60 °C 75 °C
90 °C
Standard
Package
14 19 IS 4 102 109
15 16
15
15
15
DNF
12 19 15 4 119 128
23 24
20
20
20
DNF
10 19 20 4 150 161
36 38
30
30
30
DQF
8 19 30 5 — 213
— 63
40
50
55
F
6 19 30 5 — 249
-- 95
55
65
75
F.
4 19 40 6 -- 318
— 152
70
85
95
C
3 1 19 40 6 — 346
— 189
85
100
110
BC
2 19 40 6 — 378
— 234
95
115
130
C
1 19 50 7 — 435
— 299
110
130
150
8
1/0 19 50 7 — 474
— 372
125
150
170
B
2/0 19 50 7 — 518
— 462
145
175
195
B
3/0 19 5o 7 — 568
— 575
165
200
225
B
4/0 19 5o 7 — 624
— 718
195
230
260
B
250 37 60 8 — 678
— 851
215
255
290
B
300 37 60 8 — 730
— 1012
240
285
320
B
350 37 60 1 8 — 777
— 1 1174
260
310
350
B
400 37 60 8 — 821
— 1334
280
335
380
B
500 37 60 8 — 902
— 1655
320
380
430
B
600 61 70 9 — 998
— 1987
355
420
475
C
750 61 70 9 — 1126
— 2464
400
475
535
C
1000 61 70 9 1275
— 3257
455
545
615
C
'Sizes 14 - 10 AWG not available with patented SIM Technology® No Lube®jacket.
Sizes 8 and larger available with patented SIM Technology®.
Allowable ampacities shown are for general uses as specified by the National Electrical Code, 2008 Edition, section 310.15 unless the equipment is marked for use at
higher temperatures the conductor ampacity shall be limited to the following.
0 °C - When terminated to equipment for circuits rated 100 amperes or less or marked for size 14 through 1 AWG conductors. MTW wet locations or when exposed to
it or coolant
5 °C - When terminated to equipment for circuits rated over 100 amperes or marked for conductors larger than size 1 AWG.
HWN-2 when exposed to oil or coolant. MTW dry locations.
0 °C - THHN dry locations. 1 HWN-2 wet or ary iocallons. For ampaclry derating puipuses.
Wed Feb 10 16:29:19 EST 2010 Page 2 of 2
Series 100 "
Structural Report and Calculations
. � . S n.
pNrack
PV�;tUtounting Systems
Building. Department Support. Calculations
Calculations Oto 30 ft. Mean -Roof Height.(6063 Rail)
CI to C15,
Wind Calculations
Velocity Pressures & MFRS. ...
OT
Component and Cladding .
C3
Seismic Calculations
C7
Snow Loads
C8
Rail Properties
C9,
65" PV Panel Connection to Rail
CIO
78" PV Panel Connection to Rail .
Cil
Lag Bolt Connection to Roof
C12 -
Rail Span Chart Tilt Angle 0-19 degrees
C13
Rail Span Chart Tilt Angle 20-36 degrees
C 14
Rail, Span Chart. Tilt Angle', 37-45 degrees
C15 -
Rail Span Chart Tilt Angle 45-60 degrees
C.1.6
Building -Department Support. Calculations
'Calculations31 to 60 ft.. Mean,Roof Height (6063 Rail)
C17 to C32
Wind Calculations
Velocity Pressures & MFRS
C17
Component and Cladding
C19
Seismic Calculations
C23
Snow Loads
C24
Rail Properties
C2$'
65" PV Panel Connection to Rail
C26,
78" PV Panel Connection to Rail
C27
Lag Bolt Connection to Roof
C28
Rail Span Chart Tilt Angle 6-19 degrees
C29
Rail Span Chart Tilt Angle 20-36 degrees
C30
Rail Span Chart Tilt Angle 37-45 degrees
C31
Rail Span Chart Tilt Angle 45-60 degrees
C32
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 3
Series 100
Seasp',,`N'r cik
Structural Re ort and Calculations r.p PV,,Mountng $yst6ims-,
Introduction
This report describes, illustrates, and' explains the Structural Calculation Packet for _
SnapNrack's Series 100 Mounting System, Baled 4/12/2012. The calculations have been
performed in accordance with the 2012 International Building Code (IBC). The racking
system has been designed to withstand code-prescribedforces due to its own weight, the
weight of the solar panels, the snow loads, and both the wind and seismic forces.
Rail Spans
This report covers two different material options for the system rails. Although they are
both aluminum, one rail option uses a 6063 alloy (25 ksi yield),and the other uses a 6005
alloy (35 ksi yield):
Despite having different yield strengths, both types of rails support the. PV panels. As for
the rails themselves; they are supported by mounting hardware which attaches them to the
roof structure with spans that are expressed in inches.- Refer to .the tables below ,for rail
spans under varying conditions of rail`alloy and roof height. Shaded cells require an edge
.zone adjustment (see detail's following charts).
:Notes for.Tables.1A thru 2H.
1: Determine the mean roof height, tilt angle, and rail "alloy (if you are unsure, use
the 6063 alloy values). For mean roof heights less than 30 feet,. use Table IA/2A
for.tilt angles less than 19 degrees, Table 1B/2B for tilt angles between 20 and 36
degrees, Table 1C/2C for tilt angles between 37 and 45 degrees, and Table 1D/21)
for tilt angles between 46 and 60 degrees. For mean roof heights between 31 and
60 feet use Table IE/2E for tilt angles less than 19 degrees, Table'1F/2F'for tilt.
angles between 20 and 36 degrees, Table 1G/2G for tilt angles between 37 and 45
_- degrees, and Table 1 H/2H for :tilt angles between 46 and 60 degrees. - -
2. Determine the wind and snow load; -for ,the , project, site: from the building
department.. Make certain to use.2012,IBC wind loads Locate the wind load in
the table across top rows and the snow load down . the left columns to find
corresponding maximum rail span.
3. For snow loads, column Pg equals the ground snow.
4: Shaded cells require application of an edge zone adjustment (details to follow).
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 5
Series 100
Structural Report and Calculations
6063 Alloy Rail Tables
0-30 ft. Roof Height
SnapNrack-
PV Mountlna Systems
0-30 ft. Roof Height
Table 3A: Rail Spans (in) for Roof Slopes and Tilt Angles 0' to 19' 6063 Alloy
6063 Alloy
Wind Load
Wind Load
Vult
110
115
120
125
130
135
140
145
150
155
160
170
180
190
190
Qn
Qc
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
PB
Pa
40.7
-11.7
-12.7
-13.6
-14.9
-16.1
-17.3
-18.6
-19.9
-212
-22.6
-255
-28.6
-31.9
0
0
0
Ito-
119•
104:
>!9'
9s-_
'01
.87
la
80
77
is
7V
0
43
10
10
8
EI
•t
l4i?
s"
4S_
9
!`'
Ill'_
to '
77
- 75
! 1@
6S
" 7s
S20
20
I5
19
7D
89
89
89
a
>n
ley
40
17
93
"1
65-
. V
3
30
23
75
75
75
oS
7s
VS,
7$.
7�-
7s`
7s
73
Iv
6
it -
=I
40
50
31
39
66
60
66
60
66
60
66
60
66
60
66
60
66
60
.66'
60
6S
60
66
60
_66
6C610
d6
i
In
Aw
50
60
46 1
55
5S 1
55
55
55
55
55
55 1
55
55
1 55
55
ss:
e
60
70
54
51
51
51
51
SI
51
51
51
51
51
51
51
51
sk
70
80
62
48
48
48
48
48
48
48
48
48
48
48
48
48
48
80
100
77
43
43
43
43
43
43
43
43
43
43
43
43
43
43
100
120
92
40
40
40
40
40
40
40
40
40
40
40
40
40
40
0-30 ft. Roof Height
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 6
Series 100
Structural Report and Calculations
0-30 ft. Roof Height
SnapNrack-
PV Mounting Systems
Table 18: Rail Spans (in) for Roof Slopes and Tilt Angles 20' to 36'
6063 Alloy
Wind Load
Wind Load
Vult
Vult
110
115
120
125
130
135
140
145
150
155
160
170
180
190
Qn
96
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
P- _
- -7-0 ..
-76-
-83
. _ -9.0 _
._-9.7-
-103.
_41.3,
--72.3
-13.0
.-13.8
-14.7
-16.6
-18.7
20.8.
0
0
0
.120
130',
we
!20
120
Its
III
IOt,
10}
99
9S
89
83
72
10
10
8
112
lu
no
loo
lot
107.:
tas
-'
%
11i1
90,
9S
�y.}1
so
" 7s
20
20
15
89
89
89
89
89
89
IIfi
82
-a
87;'
11x9
7S
43'7 I'
3
30
23
75
75
75
75
7$
75
75
75
75 '
75
7$
75
a4',
93
W
40
31
66
66
66
66
66
66
66
66
66
66 -
66
66
66
66
W
50
39
60
60
60
60
60
60
60
60
60
60
60
60
60
60
e
60
46
55
55
55
55
55
55
55
55
55
55
55
55
55
5S
70µ _54 m 5l 51 51 51 51 51 51 51 it 51 51 51 51_
70
54
51
51
51
51
51
51
$1
51
51
51
51
51
51
51
48
80
62
48
48
48
48
48
48
48
48
48
48
48
48
48
48
43
100
77
43
43
43
43
43
43
43
43
40
40
43
43
43
47
40
120
92
40
40
40
40
40
40
40
40
�n;]
40
40
40
40
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 6
Series 100
Structural Report and Calculations
0-30 ft. Roof Height
SnapNrack-
PV Mounting Systems
0-30 ft. Roof Height
Table 1C: Rail Spans (in) for Roof Slopes and Tilt Angles 37' to 45' 6063 Alloy
Wind Load
Vult
110
115
120
125
130
135
140
145
150
155
160
170
180
190
Qn
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.
-6.7
-73
-7.9
-8.6
-9.3
-10.0
-10.8
-11.0
-ILA
-13.2
-14.1
-15.9
-17.8
-19.9
0
0
120
120
U0
120
120
120
116
110
$7S75
102
91
91
RS
80
g
10
8
112
ul
Ito
109
lot .
107'-
M
91
%
toz
ri
91
as
so
03
20
15
89
89
89
89
i9
85
u
83
82
11
ti
ft ' ,
s
to
3
30
23
75
75
75
75
75
75
75
74
74
75
75
75
74-
93
C
40
31
66
66
66
66
66
66
66
66
66
66
66
66
66
66
W
50
39
60
60
60
60
60
60
60
60
60
60
60
60
60
60
e
60
46
55
55
55
55
55
55
55
55
55
55
55
55
55
55
70µ _54 m 5l 51 51 51 51 51 51 51 it 51 51 51 51_
51
54
80
62
48 1
48
48
48
48
48
48
48
48
48
48
48
48
48
62
100
771
43 1
43 1
43
43
43
43
43
43
43
43
43
43
43
43
77
-120
92
40 1
40 1
40
40
40
40
40
40
1 40
40
40
40 1
40
40
0-30 ft. Roof Height
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 7
Table 1D: Rail Spans (in) for Roof Slopes and Tilt Angles 46' to 60' 6063 Alloy
Wind Load
Vult
110
115
120
125
130
135
140
145
150
155
160
170
180
190
96
15.5
16.9
18.4
20.0
21.6
23.3
25.1
26.9
28.8
30.7
32.8
37.0
1 41.5
46.2
P
P.
9.3
. -6.9
; -7.6
-&2
-8.9
9.6
-10.3 .
-11.0
-ILA
-12.6
-13.4
-15.2
-17.0
-18.9
0
1 0
120
120
120
Ito
Ili
as
11}
110
107
103
101
94
'U
32
10
8
106
105
104
102
101
100
9t
91
%
94
93
90
41-
at
`
03
20
15
89
88
87
87
86
85
84
83
82
82
in
79
77'�
96
3
30
23
75
75
75
75
75
75
75
74
74
73
72
71
70
69
y
40
31
66
66
66
66
66
66
66
66
66
66
66
65
64
63
39
60
60
60
60
60
60
60
60
60
60
60
60
60
59
V50
60
46
55
55
55
55
55
55
55
55
55
55
55
55
55
55
70
54
51
51
51
51
Si
51
51
51
51
51
SI
5l
51
51
80
62
48
48
48
48
48
48
48
48
48
48
48
48
48
48
100
77
43
43
43
43
47
43
43
43
43
43
43
43
43
43
120
92
40
40
40
40
40
1 40
40
40
40
40
40
40
1 40
40
NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Rev. 12/31/2013 Page 7
SNAPNRACK SERIES 100 RACKING
NOTES,
- STANDARD LAG BOLT SPEC ASSUMES
SYSTEM SHOWN MOUNTED ON
EMBEDMENT IN ROOF STRUCTURAL
STANDOFFS WITH UNIVERSAL END
CLAMPS
MEMBERS/RAFTERS
- TORQUE ALL J' HARDWARE TO THE
RAM
�WAN)
SNAPNRAD(N
MAINSTREAM ENERGY CORP.
MID CLAMP ASSEMBLY
J"X 2.75' (TYP.) S.S. BOLT
a.
WITH, SPLIT Loa( WASHER
RAIL CAN MOUNT TO EITHER SIDE OF
DRAFTER Ry-
APPROVED BY:
POST (UPSLOPE vs. DOWNSLOPE)
S100 D05
- FOR UNEVEN ROOF SURFACES, USE
UP TO TWO LEVELING SPACERS PER L
FOOT OR STANDOFF. SEE DRAWING
"STANDARD RAIL LEVELING" FOR
DETAILS AND LIMITATIONS
EaLAMP
ASSEMBLY
UiMNLL
LAG BOLT WITH M
STANDARD
RAIL
RAIL SPLICE INSERT
.,SNAMAO(
,,, , AO(,.STANDARD
I , RAIL SPLICE BASE
It
REVISION:
NOTES:
- STANDARD LAG BOLT SPEC ASSUMES
5/16' LAG BOLTS WITH 2.5" EMBEDMENT
IN ROOF STRUCTURAL MEMBERS/RAFTERS
- TORQUE ALL A" HARDWARE TO
THE FOLLOWING:
-SILVER S.S. 10-16 Fr -LBS
- BLACK S.S. 7-9 FT -LBS
RAIL CAN MOUNT TO EITHER SIDE
OF POST (UPSLOPE vs. DOWNSLOPE)
- FOR UNEVEN ROOF SURFACES, USE
UP TO TWO LEVELING SPACERS PER
L FOOT OR STANDOFF. SEE DRAWING
X i"S.S. BOLTS WITH aIPJ'4IJMWrJULL=VUA.LIVIJ FOR
'o DETAILS AND LIMITATIONS
SPLIT LOCI( WASHERS
SNAPNRACK (3 PER SPLICE)
STANDOFF CLAMP
Q_ v 2- Two (OR 1.5") S.S. new"r GAP RAILS 0.1"-0.2" Obk
WITH SPLIT LOCI(WASHER THERMAL EXPANSIONAT SPLIC
SNA
�RUBIBER RAIN COLLAR
SNAPNRACK STANDOFF SHAFT
,(VARIOUS LENGTHS)
ASSEMBLED SYSTEM
(SOLAR PANELS NOT SHOWN)
'SNAPNRAO( STANDOFF BASE STANDARD 1 -HOLE
WITH
X 1" S.S. BUT. SYSTEM SHOWN WITH STANDOFF MOUNTING
COMPATIBLE WITH ALL ROOF TYPES
SPLIT LOO( WASHER USE FLASHED L FOOT FOR FASTER INSTALLATION
ON COMPOSITION SHINGLE ROOFS
MWW! I YTREAM ENERGY CORP I DESIGNER.—GtAcPhestm SCALE-- REV DNS PART NUMBER_' §6RIPTIOM."
DRAFTER: D Ryan i S100 D03 SERIES 100 ASSEMBLY DETAILS UEC
APPROVED BY: DATE-. 120113 :
F
J
SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT
NOTES,
- STANDARD LAG BOLT SPEC ASSUMES
5/16' LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL
(IMT- EXCEED,-,/
MEMBERS/RAFTERS
- TORQUE ALL J' HARDWARE TO THE
RAM
�WAN)
FOLLOWING:
MAINSTREAM ENERGY CORP.
- SILVER S.S. 10-16 FT -LBS
PART NUMBER. DESCRIPTION:
- BLACK S.S. 7-9 Fr -LBS
0
(0
RAIL CAN MOUNT TO EITHER SIDE OF
DRAFTER Ry-
APPROVED BY:
POST (UPSLOPE vs. DOWNSLOPE)
S100 D05
- FOR UNEVEN ROOF SURFACES, USE
UP TO TWO LEVELING SPACERS PER L
FOOT OR STANDOFF. SEE DRAWING
"STANDARD RAIL LEVELING" FOR
DETAILS AND LIMITATIONS
ROOF RAFTERS OR
STRUCTURAL MEMBERS
SNAPNRACK MODULE
MID CLAWS
REVISION:
MODULE OVERHANG
(NOT TO EXCEED 30%
OR MANUFACTURER'S
RECOMMENDATIONS)
I
"RAIL END OVERHANG"
(IMT- EXCEED,-,/
-3441bOF ACCEP TABLE:
RAM
�WAN)
MAINSTREAM ENERGY CORP.
DESIGNER.- G McPhe� SCALE--
DNS
PART NUMBER. DESCRIPTION:
0
(0
DRAFTER Ry-
APPROVED BY:
GATE.* 120113
S100 D05
SERIES 100 TYPICAL LAYOUT
STANDOFFS ARE BOLTEDD
INTO ROOF RAFTERS OR
STRUCTURAL MEMBER
"RAIL SPAN"
DISTANCE BETVVEEN
ROOIVA7�71NiS
SNAPNRACK MODULE
MID CLAWS
REVISION:
MODULE OVERHANG
(NOT TO EXCEED 30%
OR MANUFACTURER'S
RECOMMENDATIONS)
I
"RAIL END OVERHANG"
(IMT- EXCEED,-,/
-3441bOF ACCEP TABLE:
RAM
�WAN)
MAINSTREAM ENERGY CORP.
DESIGNER.- G McPhe� SCALE--
DNS
PART NUMBER. DESCRIPTION:
0
(0
DRAFTER Ry-
APPROVED BY:
GATE.* 120113
S100 D05
SERIES 100 TYPICAL LAYOUT
IS[INNOVATIVE 29970 Technology Drive, Suite 108
STRUCTURAL Murrieta, CA 92563
ENGINEERING Phone: (951) 600-0032
Fax: (951) 600-0036
Structural Calculations for:
I Walker Residence I
9.25 kWDC Photovoltaic Array Addition
78505 Ave Tujunga
La Quinta, CA 92253
PO # 023.078
Owner/Developer.
HELIOPOWER INC.
25767 Jefferson Ave.
Murrieta, CA 92562
December 1, 2014
ISE Job#: 14-2561
INNOVATIVE 29970 Technology Drive, Suite 108
STRUCTURAL Murrieta, CA 92563
ENGINEERING Phone: (951) 600-0032
Fax: (951) 600-0036
ROOF CHECK FOR HOUSE
Check Photovoltaic Array Addition at Buildings - 2013 California Building Code (CBC)
Roof Type: Concrete s -tile over 1/2" sheathing over 2x Rafters over 5/8" gypsum board
Live Load:
Dead Load:
30.0 psf
Roofing Material:
10.0
psf
Sheathing:
1.5
psf
Roof Framing Members:
1.6
pcf
Drywall:
3.0
psf
Insulation:
1.0
psf
Miscellaneous:
1.0
psf
Solar Array & Rack system
2.67
psf --- Additional Load Applied
Roof Dead Load w/o Solar Array =
18.00 jpsf
Over < 50% of Roof Area
Roof Dead Load at Solar Array =
F 20.57 Ipsf
Total Roof Load w/o Solar Array
1 48.0 .
psf
Total Roof Load at Solar Array =
1 50.8 Ipsf
Area of Solar Array Addition (for gravity check) = 644 ft2
Total Area of Affected Trusses (for gravity check) 1478 ft2
Area of Solar Array Addition (for seismic check) = 644
Total Area of Affected Roof (for seismic check) = 1478 ft2
Check Additional Gravity Loads on Trusses:
Total Load Increase at Affected Trusses = 1.12 psf
Percentage of Total Load Increase = 2.33% 1 < 5.0% OK
.'. Per CBC 3403.3 Additional Solar Array
Weight Is Structurally Acceptable
Check Additional Gravity Loads on Lateral Resistina Svstem:
Dead Load Increase at Entire Roof = 1.12psf
Prct. Dead Load Increase on Entire Roof = 6.22°4 < 10.0% OK
.'. Per CBC 3403.4 Additional Solar Array
Lateral Load is Structural) Acce table
xSht% - E1
INNOVATIVE 29970 Technology Drive, Suite 108.. p�tir'
STRUCTURAL Murrieta, CA 92563 uA� --
• ENGINEERING (951) 600-0032, (951) 600-0036 Fax •wQ•i --
INNOVATIVEIS[
29970 Technology Drive, Suite 108
P
G STRUCTURAL Murrieta, CA 92563
,1 ENGINEERING (951)600-0032,(951)600-0036 Fax
:�„ .: s5tiL:.• �
ROOF'MOUNTED 50LAK�PANEL5. ;
": ROOF MOUNTED 501.AR PANELS
..x% - •1�; -
77!N' MN 1 1. �L,, O _ t� Y - �. ••fi4-...i, - Tt''1:-: .:
1[ g - - - -- - �� _
- _ ��. - _ _ _ - - _ - _ ] - _Z'. t �:{. K'
_ r� ,�Coii� one»t�tanilClaitding �IMir►1`Lo�A De�lgri� er-:ASEE,7;�0;3�e€.2,- h<�OR �,ycr��,.;1
Design ParametersParameters-
-_ y» - - - t --
' '" -- • r r .,_ - Site Class - r y t1 , Per Table 1613A:32 Lai.tude iJeg _ aongitu_de; deq.•
r ..� zD -- -- = _� - - - -- - -
slgn
:-r
s,.
-
• .
_1.500_
USGS '
_
-
-�
X33.6805 �. ,,''=116.2945' �'
-
sign tY (3s Gust), V
D W dV I
e in Velocity
110 ''
I�
mph +
• Site Coefficient, F. =77777
,
_-_w
table 1613A.3.3(1)
{
Wind Exposure
C _
5ms = Fa55 =
• 1.50
"
EQ 16A-37
v
+ Mean Panel Height
12.007ft"
505 = 2/3 5ms =
,
1.00
EQ 16A-39
Total Effective Area of Typical Array
,644,E
ft?
Importance Factor, Ip ;
it - 1:OD i
Section 13.1.3,
Panel Area to Each Support
C ,. 18
+ Z,
' Height of Equipment, z =
12.00-7
ft _ ` .
A
Angle of Panels
-7,75 `
degrees -
a . Height of Roof, h
_.12:00 :'
i
ft,
•_
r ' Weight of Panels to each Mount, Wp '_
`� 31:87-"
lbs '
Determine Wind Force at Each Roof Mount ,
aP =
`". 1.00 ---
Table 13.6-1 *;
0.00256 I
qh = ... K� ti-�j Ka _
13 4. 1
p5P Load case 0 6 W t
RP
`._
Table 13.6-1 `r. - ~ - - .
�L... ..
` _ i .. K�
1,� 0.85 •cable
30.3.1. Page 317
' •
i �
Kn =
1.0
Figure 26.8-1, Page 252-253,
Determine F", 5eismic'DiS440 Force(5TRENGTH LEVEL)`:Ka
=
0.85
Rib) c 26.6 1, Page 250 4
Fp = (0.4aP5D5WP)(1+2z/h) / (RP/IP) = 15
' (Not Greater Than:] Fp =1.65o5WPIP = 51 -
lbs EQ 13.3-1 _
Ibs - EQ 13.3-2
+
Ir
I = 1.00.. _. -
Not Less Than: F 0,35 W I - _ ; 10 -
• - ] p - P P -
Ib5 EQ 13.3-3
•
(Zone 1)
* -
_ :040 `�'_ r -O- "�-
Pen Figures 30.41 thry 30.47
TFierefore, Use Fp _ w °:
lbs at each Roof Mount Bracket _
GCP (Zone 2)
O 50- _' it "T=1:60'"-};
Par,Figure5 30.41 thru 30.47 `
GC, (Zone 3)�OrJO
""�";' """� "`2._40 •'
(NO:PANEL5 IN ZONE 3 FOR THIS PROJECT) I "
.. t
(+) P = (CC,, - CC;) _' 10.0 -21.5 psf, Positive Wind (10 psf min) - Worst Case
.
-
t
Lateral Load at Each Mount =
. 56 120 •
_
lbs
+
Compression / Uplift at Each Mount =
171. -368
Ib5
• Y - ' _
_
- Roof Mount /e stteohed to tvOoMwtl ing &i»of ine�nbarrs w/ (1) 5%/6"x 3=f/Z"Leg: Scrow ii%/ M/n Z5" z)
-
,
th
M-,,. • � road Embed: r Hello Power �. �
.
. _ _ -
.
�111�vebi��o�d�f�rAS/t6�t)it�ttwCerL�g'£$r rY.4ta241�1r1D5�
r
• r-.
(Table 11.2A) - " Withdlawl
- r n x 2.5' x (Cd -1.6)
t
_
(Table 11K) Shear-
X140 Ib x (Cd = 1.6) = 224
_
lbs
_,�OLARARRAYATIACHMENTME1N00/5S1RL/G7URALLYACCFPTABL.E//