BSOL2016-004478-495 CALLE TAMPICO
LA.QUINTA, CALIFORNIA 92253
Twit 4 4 Qu&Z
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT
Application Number:
BSOL2016-0044
Property Address:
52945 AVENIDA RUBIO
APN:
773312023
Application Description:
DIERKS / 7.8kW PV SYSTEM - (28) 260W PANELS W/(1) INVERTER
Property Zoning:
workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
Application Valuation:
$16,016.00
Applicant:
--)(4116 /
VIVINT SOLAR DEVELOPER
LLC
3301 N THANKSGIVING WAY
STE 500
permit subjects the applicant to a civil penalty of not more than five hundred dollars
LEHI, UT 84043
($500).:
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: C46, CSO License No.: 9737516 C
Date: Contractor: (V ( h I {—S616[K CI GLural lT
I IIIIII II'll II'I II'I
11
/4 yp 777-7125
U FAX (760)'777-7011
1:1, . I' SPECTIONS 0760) 777-7153
i 4 r
_ ZQfD �l�!
COyf c.IlyOF �•--
Date:Fp 3/24/2016
v1UNITyD'Eto QUINjA v
Owner: MENTDEpgRTAr.: i
SANDRA DIERKS
52945 AVENIDA RUBIO
LA QUINTA, CA 92253
Contractor:
VIVINT SOLAR DEVELOPER LLC
3301 N THANKSGIVING WAY
STE 500
LEHI, UT 84043
(855)877-2974
Llc. No.: 973756
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 wo for which this permit is issued.
I 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:
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 so as 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
--)(4116 /
3 of the Business and Professions Code) or that he or she is exempt therefrom and the
Date: �"I V Applicant 0
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 intended 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:
. 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
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 upon the
above-mentioned property for inspection purposes.
Date 6 Signature (Applicant or Agent):
TINANCIAL INFORMATIM
DESLRIPtION� >CCOUNT 4TY AMOUNT RAID Pi41DATE"
��,�
-
BSAS SB1473 FEE 101-0000-20306 0 .$1.00 .$1.00 3/24/16
xry AID BY METHOD Jpl 'REQ PT°# �HECK�# 4 9ft D Y�
x. ;' �
VIVINT SOLAR DEVELOPER LLC CHECK R14196 1790. MFA
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00. $1.00
N DESCRIPTION
ACCOUNT
QTY
AMOUN
PAID T
PAA
4
PV SYSTEM - ARRAY, FIRST 20
.101-0000-42403
0 .'
$24.17
$24.17,
3/24/16
ti aT7 y rs^
RECE P # r
CHECK #M0"
s
METHODz .a ,
„> aa�s
VIVINT SOLAR DEVELOPER LLC
CHECK
R14196
1790
MFA
�s o- c
s
DESCRIPTION ��
� �AC OUNTQ§
m
�u
A OM UNTO
PSA D 4
PRATE
w
s .�„ `f,-.,, ac., f•s-d �_3`sc„.nz
�x.�rw��
PV SYSTEM - ARRAY, FIRST20 PC
101-0000-42600
0
$24.17 •
$24.17
3/24/16
SAY yc (.k
`PAIDBY;
Ys`
METHOD
' :n�.tt.
RECEIPT #
Y N+=M? ✓✓t"r/V .s
CHECK #
BY
VCLTD
VIVINT SOLAR DEVELOPER LLC
CHECK
R14196,
1790
MFA-.
Total Paid for ELECTRICAL: $48.34 $48.34
trni` y
DESCRIPTION a �
iq `5`6^f 0.sS' `
” ACCOUNT
�Q Y�
F - '.
d '$,ft -5 2i .�Ii s�R'(
Imo.
aA—,Wr„n^'.�"��a
�%Tf
n
n
, AN1OUN
:£
PERMIT ISSUANCE _
101-0000-42,404
0 ' .
$91.85
$91.85
3/24/16
PAID BY
N'2. fixss,":5'sk4
h?METHOD���
t.&r 4
ECEIPuT��HECKz#€
PENN
Xi5'cs^3r�
�CLTD
BYE
v
0, t R �� �-
��.
VIVINT SOLAR DEVELOPER LLC
CHECK
R14196
1790,
MFA
Total Paid for`PERMIT ISSUANCE: $91.85 ,$91:85
TOTALS:
Description: DIERKS / 7.8kW PV SYSTEM - (28) 260W PANELS W/(1) INVERTER
Type: SOLAR Subtype: Status: ISSUED
Applied: 2/16/2016 SKH
Approved: 3/24/2016 AOR
Parcel No: 773312023 Site Address: 52945 AVENIDA RUBIO LA QUINTA,CA 92253
Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 170 Lot: 10
Issued: 3/24/2016 MFA
UNIT 17
ACTION DATE COMPLETION DATE
Lot Scl Ft: 0 Building Scl Ft: 0 Zoning:
Finaled:
Valuation: $16,016.00 Occupancy Type: Construction Type:
Expired: 9/20/2016 MFA
No. Buildings: 0 No. Stories: 0 No. Unites: 0
EMAIL SENT TO APPLICANT
Details: 7.8kW SOLAR ARRAY - (28) 260W YINGLI PANELS+P300 SOLAREDGE OPTIMIZERS AND (1) SE6000-US-R AFCI SOLAREDGE INVERTER
[504SF] THIS PERMIT DOES NOT INCLUDE CHANGEOUT OF ELECTRICAL SERVICE, PER PLAN THIS SCOPE OF WORK WILL BE PERMITTED
SEPARATELY. 2013 CALIFORNIA ELECTRICAL CODE.
,Applied to Approved -
Approved to Issued
ADDITIONAL
CHRONOLOGY
CHRONOLOGY TYPE
STAFF NAME
ACTION DATE COMPLETION DATE
NOTES
EMAIL SENT TO APPLICANT
(PAULA.HOFFMAN@VIVINTSOLAR.COM) THAT PLANS ARE
READY FOR CORRECTIONS; INCLUDED 1ST REVIEW
E-MAIL
AJ ORTEGA
2/23/2016
2/23/2016
ATTACHMENTS, SEE REVIEW COMMENT FOR ADDITIONAL
INFORMATION.
EMAIL SENT TO PAULA (CONTRACTOR) THAT PLANS ARE
E-MAIL
AJ ORTEGA
3/24/2016
3/24/2016
APPROVED AND PERMIT IS READY TO ISSUE.
RESUBMITTAL
AJ ORTEGA
3/16/2016
3/17/2016
PLAN CHECK RESUBMITTAL RECEVIED VIA EMAIL, LOGGED
FOR 3/16/2016
CONDITIONS
Printed: Thursday, March 24, 2016 2:07:21 PM 1 of 3 Cb?
SYS7EnA5
INSPECTIONS
Printed: Thursday, March 24, 2016 2:07:21 PM 2 of 3
r> �SYSTEMS.
FAX
EMAIL
NAME TYPE
NAME
ADDRES91
CONTACTS
CITY
STATE
ZIP
PHONE
APPLICANT
VIVINT SOLAR DEVELOPER LLC
3301 N THANKSGIVING
WAY
LEHI
UT
84043
(760)464-1515
AMOUNT
businesslicensing@vivi
nsolar.com
CONTRACTOR
VIVINT SOLAR DEVELOPER LLC
3301 N THANKSGIVING
WAY
LEHI
UT
84043
(760)464-1515
businesslicensing@vivi
nsolar.com
OWNER
SANDRA DIERKS
1 52945 AVENIDA RUBIO
I LA QUINTA
I CA
I 92253
(760)464-1515
1
.
INSPECTIONS
Printed: Thursday, March 24, 2016 2:07:21 PM 2 of 3
r> �SYSTEMS.
FINANCIAL INFORMATION
'
CL
DESCRIPTION
ACCOUNT QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
BSAS SB1473 FEE
101-0000-20306 0
$1.00
$1.00
3/24/16
R14196
1790
CHECK
VIVINT SOLAR
MFA
DEVELOPER LLC
Total Paid for BUILDING STANDARDS ADMINISTRATION
$1.00
$1.00
BSA:
PV SYSTEM -ARRAY,
101-0000-42403
0
$24.17
$24.17
3/24/16
R14196
1790
CHECK
VIVINT SOLAR
MFA
FIRST 20
DEVELOPER LLC
PV SYSTEM - ARRAY,
101-0000-42600
0
$24.17
$24.17
3/24/16
R14196
1790
CHECK
VIVINT SOLAR
MFA
FIRST 20 PC
DEVELOPER LLC
Total Paid for ELECTRICAL:
$48.34
$48.34
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$91.85
3/24/16
R14196
1790
CHECK
VIVINT SOLAR
MFA
DEVELOPER LLC
Total Paid for PERMIT ISSUANCE:
$91.85
$91.85
TOTALS:,
INSPECTIONS
Printed: Thursday, March 24, 2016 2:07:21 PM 2 of 3
r> �SYSTEMS.
Permit Details PERMIT N6MBER
r City of La Quinta BSOL2016=0044 `
CORRECTIONS SIMILAR TO PERMITS BSOL2016-
0041 AND 0042, SPOKE WITH APPLICANT AND
1ST BLDG NS (1 WK) AJ ORTEGA 2/16/2016 2/23/2016 2/23/2016 REVISIONS REQUIRED SHE IS AWARE OF THE COMMENTS AND GOING
TO MAKE THE CORRECTIONS ON ALL SUBMITTED
PLANS AND HOLD OFF ON SUBMITTING FURTHER
APPLICATIONS UNTIL CORRECTED.
2ND BLDG NS (1 AJ ORTEGA 3/16/2016 3/23/2016 3/23/2016 APPROVED
WK)
Printed: Thursday, March 24, 2016 2:07:21 PM 3 of 3 CPNAAF
SYSTEMS
`Attachment Type
CREATED
OWNER
DESCRIPTION
- PATHNAME
- SUBDIR
ETRAKIT ENABLED
BSOL2016-0044 - 2ND
2ND SUBMITTAL SOLAR
SUBMITTAL SOLAR
DOC
3/17/2016
AJ ORTEGA
PLAN (REVISED SHEETS
PLAN (REVISED SHEETS
0
ONLY)
ONLY).pdf
Printed: Thursday, March 24, 2016 2:07:21 PM 3 of 3 CPNAAF
SYSTEMS
sin.#
Of La Quints
BLArlog 8r Safety D"lon
P.O. Box 1504,78-495 Calle Tampico
La.Qointa, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: J�' ;� I I/e I i TA16
Owner's Name:. Sa Ar&A 1 !r k . .
A P. Number. 3 I Q7 �3
/S
Address: �a 9 4 J V/Alda
Legal Description:
City, ST, Zip: L �� 9 2 qi, j3
a QJIh q
Contractor. VIU 11d'Q1" e 4d -er C LL
S �
Telephone• o- S ,...,� .•�:
Project Description:(eeA
II
Address: JrG Ale, Zq
City, ST, Zip: CA+k C U ,•� C/ 9 2 x 3
f� - - 4 u e a 8 a A
Telephone: 9 ��
a-3 —� !6• ,� ;�• a
lll,� / � fi ✓�✓ft°�
State Lic. # : a-76-15-2 City Lic. #:L• IC- &3 i&p
Arch., &W., Designer
Address:
City., ST, Zip:
Telephone:
.6
State Lic. #:
Name of Contact Person: Q�h 1Q A
Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: -.3 � eq
Estimated Value of Project 747 . -aa
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
'Reed
TRAQMG PERMIT FESS
Plan Sets
Plan Check submitted Item Amount
Stroctund Cities.
Reviewed, ready for corrections Plan Check Deposit. .
Truss Coles.
Called Contact Penon Plan Check Balance
Title 24 Coles.
Plans picked up Construction
Flood plain plan
Plans resubmitted. ' , Mechanical
Grading plan
2'' Review, ready for tionsf a El dial
Subcontactor List
Called Coutact non P bing
Grant Deed
Plans picked up S M L
H.O.A. Approval
Plans resubmitted Grading
IN HOUSE:-
''" Review; ready for to a Developer Impact Fee
Planning Approval
Called Contact Person I.A.LP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
t
NEW PV SOLAR SYSTEM
--
FOR
` 1 1
o
Ln
Dierks Residence
LO
co
. t, _
Z
LOCATED AT
- k J.�
R ' R?! '�:: 1
Z
�o
rn O U
-i
52945 Avenida Rubio
1 19
La Q CA 92253
r1
,
0 0
`/ 1/ r
O � J �, II/J
P N # 773312023
—Ago:
GOVERNING CODES
SHEET INDEX
_
N
V
05
LD
ALL WORK SHALL COMPLY WITH THE CODES BELOW
-
COVER SHEET
O
N
N
J
All construction shall comply with the 2013 California Building, Residential, Mechanical,
P.V. 1.0
SITE PLAN Ir A
CN
Electrical, Plumbing, Energy and Green Building Codes and La Quinta Municipal Code
CITY.�`� �•••�•-•k
'`"
<
r
P.V. 2.0
ROOF PLAN BUILDING & SAFETY DEPT.
J
L?�
U
O
U
v
cn
PROVED
e- •
co
LO
u7/Ar-
P.V. 3.0
MOUNTING DETAILS
FOR CONSTRUCTION
% tOa 0
rn
O>
h
E
DATE 1otb ��°''��"'�j�
w
W
W
CO
E. 1.0
1—LINE DIAGRAM `''`e
CJ
J
Q
J
Q
N
j
Q
U
Z
�
�
Uof
?
?
SHEET
-
NAME.
Of I—
Ljj iii
> w
O
A�
SHEET
"CLASS "A" FIRE RATED MODULES AND RACKING SYSTEMS REQUIRED PER
NUMBER:
U.L. 1703 AND CSFM 14-011"
Photovoltaic equipment and systems and all associated wiring and interconnections shall be installed
'
only by qualified persons. CEC 690.4
U.
PV SYSTEM SURFACE AREA:490.56 FTI
PV SYSTEM SIZE: 7.280 kW DC
PV SYSTEM SIZE: 6.416 kW AC
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
JUNCTION BOX ATTACHED TO
ARRAY USING ROCK -IT TO
KEEP JUNCTION BOX OFF ROOF
35' OF 3/4" OR 1" EMT ON ROOF
FROM JUNCTION BOX TO ELEC PANEL
"CLASS "A" FIRE RATED MODULES AND RACKING
SYSTEM REQUIRED PER U.L.1703 AND CSFM 14-011"
-SAFETY OFFSET FOR
ROOF ACCESS ALL WORK SHALL COMPLY
- EXISTING SOLAR WITH THE 2013CEC
PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED.
THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR
CODING, MARKING TARE, TAGGING OR OTHER APPROVED MEANS. THE
MEANDS OF THE GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST
ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX(6) FEET.
i
llioia;tfq��,
ao4oea_ P,+,
oCo Y E C
i /� 1� �co yr0 e`
°°
J. 973 °.• rdV
{28) Yingli Energy YL260P-29b MODULES WITH
28 SolarEd a P300 Power Optimizers
MOUNTED ON THE BACK OF EACH MODULE
a
M
Lo
N
N
Q
U
cu
0
J
o_
cu
.c
Lo
�TT
V,
N
Lo
PV SYSTEM SITE PLAN
SCALE: 1/8"= V-0"
N
W U
U 0
W j N W
�C-4m
�UZ
2z
L00'O
L L J F}tea-
0 J
F-
rn
_N
OLo
UM,
v
O co to
: It0
0 U
N N
H W n
Z m M W
O>��^, E
} > Z 1-
W W Z [0
-i ul z
H H -i Q�Q
Z co Z 0 0
SHEET
NAME:
SHEET
NUMBER:
0
Roof Section 2
Roof Aamuth 0
Roof Tilt 12
COMP SHINGLE
Roof Sectlon 1
Roof Azimuth: 180
Roof Tilt: 12
COMP SHINGLE
SYMBOL KEY:
O PLUMBING VENT(S)
CHIMNEY
SATELLITE
SW
ROOFTOP
SWAMP COOLER
---- EXISTING CONDUIT
m DISH
ROOF VENT(S)
J/ SKY LIGHT(S)
R ELECTRICAL MAST
AC
ROOFTOP AC UNIT
TIE INTO
M 1134SR- 006711TY METER #
§ %\61's � 00%, 41
PV SYSTEM ROOF PLAN
SCALE: 3/16" = V-0"
N
th
U0
C LO
04 w
'a Q.NM
rn�
�N �UZ
LL Q c Z
�
U', O
L LJQ
H
Z)
O)
N
CD u7
U `? v
v It(D
<
U OD
O
In w
rn OF- W L
> 0) E
> Z w
U)
O w w m
W V J J Z
U J J LU Z
J< U) fn J
(aj Z Z Z U O
SHEET
NAME:
LL Oz
O -j
a
SHEET
NUMBER:
N
{.L
MINIMUM DESIGN LOADS
Ground Snow Load 0
Wind Speed 130
EXPOSURE CATEGORY B
PV MODULE, TYP. MOUNT
TO RAFTERS OF COMP.
SHINGLE ROOF, PARALLEL
WITH PLANE OF ROOF
CC
ISE/RUN 3
MOUNTING
. DETAIL
PV ARRAY TYP. ELEVATION
NOT TO SCALE
TORQUE TO 7 FT -LBS
(1/4'•28 SS SCREW)
6 AWG TO 14 AWG
COPPER WIRE—
L TORQUE TO 7 FT -LBS
WITH NEW GBL-4DBT UL2703 Listed Lay -In Lug (1/4••20 SS SCREW)
2. UL LISTED LAY -IN LUGS TEETH MUST FACE TOWARDS THE
RAIL, NOT THE GROUND LUG
3. DRILL A 17/64" HOLE TO THE GROUND LUG (AS NEEDED)
4. NO SURFACE PREPARATION IS NEEDED ON RAIL OR MODULE
CLAMP +
kCHMENT
PLING
FASTEN
PATIBLE
ULE
�w vl r,
L=LANDSCAPE MODULE
CLAMP SPACING
MODULES IN PORTRAIT/LANDSCAPE
CLAMP
SEALING
WASHER
FLASHING
5/16"0 x 4 1/2"
MINIMUM STAINLESS
STEEL LAG SCREW
TORQUE = 13±2 ft -lbs
e
9 7 -3,e ,bc,
e
'eoe eoe 00
CANTILEVER U3 OR LESS
SPACING) L= 48" MAX CLAMP SPACING
,72- MAX CLAMP SPACING LANDSCAPE
SPACING) L= 48" MAX CLAMP SPACING
,64" MAX CLAMP SPACING LANDSCAPE
COUPLING
CLAMP
PHOTOVOLTAIC
MODULE .
PV SYSTEM MOUNTING DETAIL
NOT -TO SCALE
:�k
-� OF C�►1.�F
Truss
2x4 AT 24" O.C.
L_
fin
� 8
u7
0
S_ N_
v
w
0
J
rn .
N
_D o ul
Uto v
0
U-) --
IwL
rn O> 2 rn E
W
>
=Z'
w U J J Z 07
J J U Z
U Q U) U) Q
Z Z Z U
SHEET
NAME:
Zo
J
� p
SHEET
NUMBER.
M
28 PV MODULES PER INVERTER =7280 WATTS STC
1 STRING OF 14 PV MODULES
1 STRING OF 14 PV MODULES
SOLAREDGE
P300 OPTIMIZER?
SC
P300
0 0 0
0 0 0
0 0 0 13
0 0 0
* CONFORMS TO ANSI C12.1-2008
Conduit Conductor Schedule (ALL CONDUCTORS MUST BE COPPER)
Tag #
Description
Wire
Gauge
# of Conductors/Color
Conduit
Type
Conduit
Size
1
PV Wire
10 AWG
2 (V+, V-)
N/A -Free
Air
N/A -Free
Air
1
Bare Copper Ground (EGC/GEC)
6 AWG
1 BARE
N/A -Free
Air
N/A -Free
Air
2
THWN-2
8 AWG
4 (2V+, 2V-) R/B
EMT
3/4"
2
THWN-2 - Ground
8 AWG
1 GRN
EMT
3/4"
3
THWN-2
8 AWG
3 (11-1, 11.2 1N) B/R/W
EMT
3/4"
3
THWN-2 - Ground
8 AWG
1 GRN
EMT
3/4"
1SOLAREDGE
SE6000A-US-R
INVERTER'
II SOLAREDGE
ti DC SAFETY
/ SWITCH
JUNCTION BOX/
WITH IRREVERSIBLE
GROUND SPLICE
CONFORMS TO NEC 2014
EQUIVALENT
CID
Z
11lapa`t
u
S
n
4
`��,;til�
LOAD -CENTER
SN
NEW ELECTRICAL PANEL TO BE PULLED UNDER SEPARATE PERMIT
POINT OF
W
In
WITH 1-2 POLE 35A
=
VISIBLE
CD
N Z7
LOAD SIDE
LOCKABLE
JUNCTION BOX/
WITH IRREVERSIBLE
GROUND SPLICE
CONFORMS TO NEC 2014
EQUIVALENT
NEW 225/200
LOAD CENTER
35A
240V/225A AC
Z
z
-
u
S
n
4
SHEET
LOAD -CENTER
NAME:
NEW ELECTRICAL PANEL TO BE PULLED UNDER SEPARATE PERMIT
POINT OF
W
WITH 1-2 POLE 35A
CONNECTION- L, L2 N
VISIBLE
SOLAR BREAKER
o
W
LOAD SIDE
LOCKABLE
INIMUM GEC SIZE
ly W
NEC 705.12(D) M
3
"
�
" M
w t
0
J
<
0 Q
*
U) E Q
Square D #DU222RB
240V/60A UNFUSED 200A
a
J
Z
m
NEMA3
a
z
JUNCTION BOX/
WITH IRREVERSIBLE
GROUND SPLICE
CONFORMS TO NEC 2014
EQUIVALENT
NEW 225/200
LOAD CENTER
35A
240V/225A AC
Z
z
-
u
S
n
4
SHEET
LOAD -CENTER
NAME:
W
WITH 1-2 POLE 35A
VISIBLE
SOLAR BREAKER
o
W
LOCKABLE
INIMUM GEC SIZE
ly W
KNIFE'
DISCONNECT
2 AWG COPPER
im
Z
EC
J
<
0 Q
*
U) E Q
SHEET
NUMBER:
O
Created with Electrical Template Revision 9/10/15
r.
W
I Design Conditions: I
ROOFTOP CONDUCTOR AMPACITIES DESIGNED
IN COMPLIANCE WITH NEC 690.8, TABLES
310.15(B)(2)(a), 310.15(B)(3)(a), 310.15(B)(3)(c),
310.15(B)(16), CHAPTER 9 TABLE 4, 5, & 9.
LOCATION SPECIFIC TEMPERATURE OBTAINED
FROM. ASHRAE 2013 DATA TABLES.
ASHRAE 2013
Highest Monthly 2% DB Design Temp 47°C.
Lowest Min. Mean Extreme DB -7.5°C
� DC Safety Switch:
Rated for max operating condition of
inverter NEC 690.35 compliant
*opens all ungrounded conductors
Calculations:
Breaker calculations dependent upon inverter Continuous Maximum Output.
Wire Gauge Calculated from NEC code 310.15(B)(16) with ambient temperature calculations from NEC
310.15(2)(a) using the 90°C column (On Roof) or 75°C column (Off Roof), *310.15(B)(3)(c) for 1/2" minimum
clearance of the conduit above the roof and 310.15(B)(3)(a) Adjustment factor for current -carrying cunductors
in a raceway. WITH .82 AMBIENT
- When a wire is upsized in the conduit conductor table, voltage drop adjustments were made TEMPERATURE
SE6000A-US-U Max Output = 25.00A x 1.25 (NEC code 210.19(A)(1)(a))=31.30A. CONDUCTOR STILL
(off roof): 8 gauge wire rated for SOA > 31.30A (max of solar panel production). COMPLIES: 50A X.82
41 A > 31.3A
(on roof): 8 gauge wire rated for 55A x 0.50 (ambient+*22°C) x 0.800000 (fill derate of 4 current -carrying conductors
= 22.00 > 18.75A Max circuit output per circuit 15 x continuous duty uprating 125%).
Svstem Saecs:
Max DC Voltage
Nominal DC Operating Voltage
Max. DC Current per String
Nominal AC Current
500V
350V
15A
47.5A
PV Module Rating @ STC
Model Make/Model
YL260P-29b
Amps
Max Power -Point Current (Imp)
8.59
Amps
Max Power -Point Voltage (Vmp)
30.3
Volts
Open -Circuit Voltage (Voc)
37.7
Volts
Short -Circuit Current (Isc)
9.09
Amps
Max Series Fuse (OCPD)
15
Amps
Nominal Maximum Power at STC (Pmax)
260
Watts
Maximum System Voltage
1000 V (IEC) / 600 V (UL)
Volts
Voc Temperature Coefficient
-0.32
%/C
Other Notes
Solar PV System AC Point Of Connection
AC Output Current
Accoding to Nec
690.8(B)(1)
31.3
Amps
Nominal AC Voltage
240
Volts
THIS PANEL IS FED BY MULTIPLE SOURCES (UTILITY AND SOLAR)
Optimizer
Solar Edge P300
DC Input Power
300
Watts
DC Max Input Voltage
8-48
Volts
DC Max Input Current
12,5
Amps
DC Max Output Current
15
Amps
Max String Rating
5250
Watts
Inverter Make/Model
SE6000A-US
CEC Efficiency
97.5
%
AC Operating Voltage
240
Volts
Continuous Max Output Current
25
Amps
DC Maximum Input Current
18
Amps
Short Circuit Current
27.5
Amps
a t r
BUILDING & SAFETY DEPT.
APPROVED .
FOR CONSTRUCTION
DATE BY
27,5 A/20ms
-
' �0 -
awrf •ti V`•`
02
tn to
SHEET
NAME:
SHEET
NUMBER
r
W
INVERTER GROUNDED SYSTEMS PER 690.5(C)M
NPHASE: Al J-13
WARNING
ELECTRICAL SHOCK HAZARD
IF A GROUND FAULT IS INDICATED,
NORMALLY GROUNDED CONDUCTORS
MAY BE UNGROUNDED AND ENERGIZED
COMBINER BOXES, J -BOXES, DISCONNECTS, DEVICES &
INVERTERS IN UN -GROUNDED SYSTEMS PER 690.35(F)
ZING SYSTEM
WARNING
ELECTRICAL SHOCK HAZARD.
THE DC CONDUCTORS OF THIS
PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
AND MAY BE ENERGIZED
CONDUIT AND RACEWAYS (LABELED EVERY 10')
WARNING: PHOTOVOLTAIC POWER SOURCE
DC DISCONNECT PER 690.17 & 690.53
SOLAR DC DISCONNECT
WARNING
ELECTRICAL SHOCK HAZARD.
DO NOT TOUCH TERMINALS. TERMINALS
ON BOTH THE UNE AND LOAD SIDES
MAY BE ENERGIZED IN THE OPEN POSITION
PHOTOVOLTAIC POWER SOURCE DC DISCONNECT
RATED MAXIMUM POWER POINT CURRENT (IMP) 8.S9 A
RATED MAXIMUM POWER POINT CURRENT (VMP) 30.3 A
MAXIMUM SYSTEM VOLTAGE (VOC) 37.7 V
SHORT CIRCUIT CURRENT (ISC) 9.09 A
DERATE OF MAIN BREAKER DUE TO SOLAR
MAIN BREAKER DE -RATED DUE TO SOLAR CIRCUITS
AMPS MAX ALLOWED
DO NOT UPGRADE
NOTE: SIGNAGE CHARACTERISTICS - MIN. 3/8, REFLECTIVE, WHITE, ARIAL, ALL CAPITAL
LETTERING ON RED BACKGROUND MADE OF WEATHER RESISTANT MATERIAL.
AC DISCONNECT AND ANY LOAD CENTERS
(COMBINER PANEL) PER 690.17(E) & 705.12
SOLAR AC DISCONNECT
PHOTOVOLTAIC AC DISCONNECT
RATED AC OUTPUT CURRENT. 39.6 A
NOM. OPERATING AC VOLTAGE: 240 V
WARNING
ELECTRICAL SHOCK HAZARD.
DO NOT TOUCH TERMINALS. TERMINALS
ON BOTH THE LINE AND LOAD SIDES
MAY BE ENERGIZED IN THE OPEN POSITION
INVERTER OUTPUT CONNECTION (SOLAR BREAKER)
AT MAIN SERVICE PANEL PER 705.12
WARNING
INVERTER OUTPUT CONNECTION
DO NOT RELOCATE THIS
OVERCURRENTDEVICE
MAIN SERVICE PANEL SIGNAGE
(INSTALLED ON THE FACE OF THE SERVICE METER)
PER 690.54, 690.56(B) & 705.10 NOTE: Roofline Placard not needed
unless PV disconnect is not at same location as Main Service
CAUTION: SOLAR ELECTRICAL SYSTEM CONNECTED
nuz\'C'�'
ER TO THIS
FROG THE FC
• -ONNd
CITY OF
LA QUILT --
BUILDIN
&&SAF`ETY DE'
AP
■ lO Y/ED
FOR qONSTRUCTION
SERVICE
PHOTOVOLTAIC POWER SOURCE
RATED AC OUTPUT: 39.6 A
NOM. OPERATING AC VOLTAGE: 240 V
%%J11111illf�,
Cir,
' o
Cody E. Orarr
7 3 to ls02.
sGd Qr�
` ♦^°.
c" w
ko
M N
Ln M
c N Vl
W m M o
v Q Ln
jLn
�� V
Y ro c Q
qr C7 f >-
o
NJ 4-1
Ln __j
U
Ol
N
v T
v o Y
� U L
h 0a4
g Cq s
O .1 U c
V)
Ln
co Y
Z m r•
>_ ^ m
>
Z
a' w N Ln
J LLJJ Z
J J LLJ
U
N N J
z z U N
SHEET
NAME:
W
a
z
N
(SHEET
NUMBER:
O WARNING
CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED PHOTOVOLTAIC DISCONNECT ELECTRICAL SHOCK HAZARD
Pro a of Vivint Solar3 Property of Vivint Solar THE DC CONDUCTORS OF THIS
RATED AC OUTPUT CURRENT: 39.6 A 10PHOTOVOLTAIC SYSTEM ARE UNGROUNDED
MAIN BREAKER DE -RATED DUE TO SOLAR CIRCUITS NOM. OPERATING AC VOLTAGE: 240 V AND MAY BE ENERGIZED
!� AMPS MAX ALLOWED 11 SOLAR DC DISCONNECT
L DO NOT UPGRADE WARNING Property of Vivint Solar
Property of Vivint Solar ELECTRICAL SHOCK HAZARD.
7 DO NOT TOUCH TERMINALS. TERMINALS SOLAR DC DISCONNECT
ON BOTH THE LINE AND LOAD SIDES Property of Vivint So
PHOTOVOLTAIC POWER SOURCE MAY BE ENERGIZED IN THE OPEN POSITION
Property of Vivint Solar Property of Vivint Solar
RATED AC OUTPUT: 39.6 A PHOTOVOLTAIC POWER SOURCE DC DISCONNECT
NOM. OPERATING AC VOLTAGE: 240 VQ CAUTION: SOLAR CIRCUIT "` RATED MAXIMUM POWER POINT CURRENT (IMP) 8.59 A
Q Property of Vivint Solar 12
RATED MAXIMUM POWER POINT CURRENT (VMP) 30.3 A
MAXIMUM SYSTEM VOLTAGE (VOC)37.7 V
/� WARNING ` --� SHORT CIRCUIT CURRENT (ISC) 9.09 A
INVERTER OUTPUT CONNECTION WARNING Property of Vivint Solar
DO NOT RELOCATE OVERCURRENT DEVICE ELECTRICAL SHOCK HAZARD
�- - 9 IF A GROUND FAULT IS INDICATED SITE PLAN PLACARD SHOWING ADDITIONAL POWER
PHOTOVOLTAIC NORMALLY GROUNDED CONDUCTORS 13 SOURCE AND DISCONNECT LOCATIONS. PLACARD
AC DISCONNECT MAY BE UNGROUNDED AND ENERGIZED SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL
.. Property of Vivint Solar
r PANEL (only when necessary)
12 CITY OF LA QUINTA 13
BUILDING & SAFETY DEPT. IF APPLICABLE
APP ®VE®
7 7 FOR C PP UCTION 3 3
DATE �BY `�voe 49�so.eaz�v°,moot
& O' A
ROOFTOP ARRAYa
10 V V V c c c 2 2
_
s
^.A
EVERY 10' ;1 �I�0e`o e
AND WITHIN 1' �� �� °°° V" X731v°°° CJS o
�I
OF ELBOWS
- - 7 5 5 5
C ////7rrrn,'e••L1'�
g• �S'O��QGA �p Nrr r A A (Y�
!� SOLAR 8 of 88
FG INVERTERS - ..
O,o.�iOF
STRING -INVERTER
.. M
SYSTEMS • DC
9 _ DISCONNECT
INSIDE
[OR)
fttl Olga E5 9w I ow Aw a111 ad A?°tos .�Yf': ik.- r
��' -. (MAY BE ON ROOFTOP COMBINER VISIBLE/LOCKABLE SUB PANEL � MAIN SERVICE
10 ' INTEGRATED WITH ARRAY) PANEL A/C DISCONNECT VIVINT SOLAR METER VISIBLE/LOCKABLE (WHEN DISCONNECT
JUNCTION p (WHERE REQUIRED) A/C DISCONNECT
BOX 8 (WHERE REQUIRED) REQUIRED) n PANEL
STRING -INVERTER '+
SYSTEMS TYPICAL SOLAR GENERATION INSTALLATION
INSIDE PANEL INSIDE PANEL
(NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) 4
THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT(DC) CONDUIT, ENCLOSURES,
ALL STICKER DESCRIBED HERIN SHALL BE MADE OF A WEATHER PROOF ADHESIVE, THEY SHALL BE REFLECTIVE, REALE-WAYS, CABLE ASSEMBUMJUNCIION BOXES, COMBINER BOXES. AND DISCONNECTS TO ALERT THE FIRE SERVICE TO
AVOID CU`MNG THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (30x8 MML WITHIN I FOOT (305
THEY SHALL CONTAIN NO SMALLER THAN 3/8" WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND MM) OF TURNS OR BENDS AND NTTHIN I FOOT (305 MML ABOVE AND BELOW PENETRATIONS OF ROOFICEILING
ASSEMBLIES, WALLS OR BARRIERS
w
C N V1
a m o
u In
a c :It
j 'o u
1O ` a
wm c
O N M
L
L
CID
0
cn
c
N
m
v
U
01
N
rI
U
n c6 L
U
Oq
O u c
N OC I,D C
� W ell N
Z m n Y
> a
Z
m m
W J Z 01
J J W qt
_U
N N J
z z V n
SHEET
NAME:
rNr^^
ca z
Z
m °C
g3
SHEET
NUMBER:
O
J
O
ie���`+111111111I'rrr
r
[� Q,ry+c.�,
001-11,
a .. r
����� 'a
r r
s v.
POWER TO THIS BUILDING IS ALSO
SUPPLIED FROM THE FOLLOWING
SOURCES WITH DISCONNECTS AS SHOWN
SOLAR MODULES WITH POWER
OPTIMIZERS MOUNTED ON THE
BACK OF EACH MODULE
JUNCTION BOX
LOCATED ON ROOFTOP
PV INTERCONNECTION POINT
LOCKABLE DISCONNECT
SWITCH,& UTILITY METER
LOCATION
52945 Avenida Rubio
vivint. solar
Structural Group
3301 North Thanksgiving Way, Suite 500
Lehi, UT 84043
P: (801) 234-7050
Scott E. Wyssling, PE
Senior Manager of Engineering scdff.wyssling@vivintsolar.com
vivintsolar.com
February 16, 2016
Mr. Dan Rock, Project Manager
Vivint Solar
3301 North Thanksgiv ngCaih ' Q I NTA
Lehi, UT 84043 �� jj ��
BUILDING & SAFETY DEPS
APPROVED
FOR CONSTRUCTION
Dear Mr. Rock: I DATES �Ot�OBY
Structural Engineering Services
Dierks Residence
52945 Avenida Rubio, La Quinta CA
S-4746495
7.28 kW
Re6rb" V • vu"
Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of
the above referenced home:
1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site
information including size and spacing of members for the existing roof structure.
2. Design drawings of the proposed system including a site plan, roof plan and connection details for
the solar panels. This information was prepared by the Design Group and will be utilized for
approval and construction of the proposed system.
3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar
system.
4. Photographs of the interior and exterior of the roof system identifying existing structural members
and their conditions.
Based on the above information we have evaluated the structural capacity of the existing roof system to support the
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
Description of Residence:
The existing residence is typical wood framing construction with the roof system consisting of the following:
• Roof Sections (1 and 2): Prefabricated truss with all chords constructed of 2x4 dimensional lumber
at 24" on center. The attic space is unfinished and photos indicate that there was free access to
visually inspect the size and condition of the roof members.
All wood material utilized for the roof system is assumed to be Douglas -Fir #2 or better with standard construction
components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior
roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members.
Stability Evaluation:
A. Wind Uplift Loading
1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other
Structures, a wind speed of 130 mph based on Exposure Category C and 12 degree roof slopes on
the dwelling areas.
2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the
dwelling.
vivint. solar
Page 2 of 2
B. Loading Criteria
10 PSF = Dead Load (roofing/framing) 20 PSF = Live Load (ground snow load)
3 PSF = Dead Load (solar panels/mounting hardware)
Total Dead Load = 13 PSF
The above values are within acceptable limits of recognized industry standards for similar structures and in
accordance with the 2013 California Building Code. Analysis performed on the existing roof structure utilizing the
above loading criteria indicates that the existing members will support the additional panel loading without damage,
if installed correctly.
C. Roof Structure Capacity
1. The photographs provided of the attic space and roof rafters show that the framing is in good
condition with no visible signs of damage caused by prior overstressing.
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent 'Mounting System Inc.
Installation Manual'; which can be found on the Mounting System Inc. website (usa.mounting-
systems.irifo/en/solar-mounting-systems-company). If during solar panel installation, the roof
framing members appear unstable or deflect non -uniformly, our office should be notified before
proceeding with the installation.
2. The solar panels are 1 1/V thick and mounted 4 W' off the roof for a total height off the existing roof
of 6". At no time will the panels be mounted higher than 6" above the existing plane of the roof.
3. Maximum allowable pullout per lag screw is 235 IbsAnch of penetration as identified in the Nation
Design Standards (NDS) of timber construction specifications for Douglas -Fir assumed. Based on
our evaluation, the pullout value, utilizing a penetration depth of 2 1/2', is less than the maximum
allowable per connection and therefore is adequate.
4. Roof Sections (1 and 2): Considering the roof slopes, the size, spacing, condition of the roof, the
panel supports shall be placed at and attached no greater than every third roof member as panels
are installed perpendicular across members and no greater than the panel length when installed
parallel to the members (portrait). No panel supports spacing shall be greater than three (3) spaces
or 72" o/c, whichever is less.
5. Panel support connections shall be staggered to distribute load to adjacent members.
Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately
support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2013
California Building Code, current industry standards and practices, and the information supplied to us at the time of
this report.
Should you have any questions regarding the above or if you require further information do not hesitate to contact
me.
Aly yours,
. Wysslin
CA License No.
vivint. solar
-vivint. solar
Structural Group
3301 North Thanksgiving Way, Suite 500
Lehi, UT 84043
P: (801) 234-7050
Scott E. Wyssling, PE
Head of Structural Engineering Structural Analysis Report scott.wyssling@vivintsolar.com
Project Address
Dierks Residence
52945 Avenida Rubio
La Quinta, CA ' '
Residence
Roof Area
3000 ft2
Upper Floor Area
0 ft2
Lower floor Area
2500 ft2
Number of Stories
1
Type of Construction Wood -Framed with Rated shear panels
Mean Roof height
15 ft
Upper Floor height
0 ft
Lower Floor height
10 ft
Location Parameters
Latitude
Longitude
Site Class
Risk Category
Seismic Parameters
Ss =
S, _
Fa
F„ _
33.841
-117.85
D
11
Date: February 16, 2016
1.50 g 0.2 sec Spectral Response Acceleration
0.55 g 1.0 sec Spectral Response Acceleration
1.0 Site Coefficient from ASCE 7-10, Table 11.4-1
1.5
SDs = 1-009
SD, = 0.55 g
Wind Parameters
Wind Speed 130 mph
Exposure Category C
Roof Angle, Q 12.0 deg
Product Information
Manufacturer Yingli Solar
No. of Panels
28
Weight
3.00 psf
Installed Area
492.24
No. of Connectors
37
Site Coefficient from ASCE 7-10, Table 11.4-2
Short Period Design Spectral Acceleration
1 Second Period Design Spectral Acceleration
including mounting system
ft2
2012 IBC / 2013 CBC Section 3403.4 states:
"Any existing lateral load -carrying structural element whose demand -capacity ratio with the addition considered
more than 10 percent greater than its demand -capacity ratio with the additoin ignored shall be permitted to rerr
unaltered."
Sheet 1 of 5 vivant. soIa r
Existing
Additional
Total
Gravity Loads
Existing Structural Elements Carrying Gravity Load
2013 California Building Code Section 3404.3
Roof Dead Load
4 psf
Composite Shingle
2 psf
3/4" Plywood Sheathing
0.75 psf
Roof Framing @ 24" o.c.
2 psf
Ceiling, Mechanical, Electrical
1.25 psf
Miscellaneous
10 psf
TOTAL
Floor Dead Load
7.5 psf
Floor Finishes
3.3 psf
1 1/8" Subfloor Sheathing
3.4 psf
Joists @ 16' o.c.
15 psf
Partitions
3.6 psf
Ceiling, Mechanical, Electrical below
1.2 psf
Miscellaneous
34 psf
TOTAL
Roof Live Load
20 psf
Reducible
Floor Live Load
40 psf
Reducible
Roof Dead Load
3 psf Yingli Solar
Roof Live Load with Solar Panels
0 psf
Total Existing Roof Load = (DLRooF+ LLRooF) AreaRooF
= 90000 lbs
Total New Roof Load = (DLRooF) Area ROOF+ (DLADD) AreaADD + (LLRooF) (AreaRooF - AreaADD)
= 91477 lbs
Change in Demand = (Total New Roof Load - Existing Roof Load) / Existing Roof Load
1.64%
Total New Gravity Loads increase by less than 5%. OK
Sheet 2 of 5 wawnnl S no � a r
Base Shear Calculations
2012 IBC / 2013 CBC 3404.4
Site Class = D
Risk Category = II
SDs = 1.00
SDI = 0.55
Lateral force resisting system: Wood -Framed with Rated shear panels
R,, = 6 1/2 from ASCE 7-10, Table 12.2-1
I = 1.0
h = 15.0 ft Mean Roof Height
C, = 0.02 from ASCE 7-10, Table 12.8-2
x = 0.75 from ASCE 7-10, Table 12.8-2
TX = Cthn" = 0.152 sec Approximate Fundamental Period, ASCE 7-10, Equation 12.8-7
WEXISnivo = 115.00 kip Approximate mass of building
WHEW= 116.48 kip Approximate mass of building and solar panels
Base Shear = SDR I W= 0.154 x W ASCE 7-10, Equation 12.8-2
Max Base Shear = T x R W = 0.556 x W ASCE 7-10, Equation 12.8-3
Min Base Shear = .044 SDs XI (> 0.01) x W 0.044 x W ASCE 7-10, Equation 12.8-5
Cs = 0.154
Static Base Shear, Vx = 17.69 kip Existing
17.92 kip New
1.28 % increase
INCREASE IS LESS THAN 10% - OK
Sheet 3 of 5 1vl o Zvo nl so l a r
Existing
New
Vertical Distribution of Seismic Forces
2012 IBC / 2013 CBC 3403.4
k = 1.00 Structural Period Exponent from ASCE 7-10 Section 12.8.3
V = 17.69 kip
V = 17.92 kip
Weight
Story ry
k
w; h; `
Diaphragm Force
Story
Level
--
Height, h',
hi (ft)
w; h;
Force
(kip)
h�k)
(�P)
(ft)S(w;
(kio)
Roof
30.00
15
25
750
0.469
8.29
8.29
Upper
0.00
0
10
0
0.000
0.00
8.29
Lower
85.00
10
10
850
0.531
9.40
17.69
SF
115.00
25
1600
1.000
17.69
V = 17.92 kip
Demand Increases
Diaphrag
Weight
story
k
w; hi
Diaphragm Force
Story
Level
--
Height, h,,
h; (ft)
w; h;
Force
(kip)
S(w; h; `)
(kip)
(ft)
Roof
31.48
15
25
787
0.481
8.61
8.61
Upper
0.00
0
10
0
0.000
0.00
8.61
Lower
85.00
10
10
850
0.519
9.31
17.92
SF
116.48
25
1637
1.000
17.92
Demand Increases
Diaphrag
Story
Level
m Force
Force (kip)
Roof 3.87%
3.87% INCREASE IS LESS THAN 10% - OK
Upper --
--
Lower -1.00%
1.28% NET DECREASE IN SEISMIC LOAD - OK
Sheet 4 of 5 1v/ nwa nl so I a r
Wind Uplift
Simplified Procedure for Componenets and Cladding
ASCE 7-10, Section 30.5
V = 130 Basic Wind Speed
Exposure C ASCE 7-10, Section 26.7
= 1.21 Adjustment Factor for building height, ASCE 7-10, Figure 30.5-1
KZt = 1 Topographic Factor, ASCE 7-10, Section 26.8.2
Roof Zone 2 As shown in ASCE 7-10, Figure 30.5-1
Roof Q = 12 deg
Apanel = 492.24 ftZ
AU;b = 12.99 ft2 Panel Area tributary to each roof anchor
Pnet30 = 38 psf Net Wind Design Pressure, ASCE 7-10, Figure 30.5-1
Pnet = IKZtpnet3o = 46 psf Design Wind Uplift Pressure, ASCE 7-10, Equation 30.5-1
Pnet = 16 psf Minimum Design Wind Pressure, ASCE 7-10, Section 30.2.2
Use 46 psf
Connection to Existing Roof Framing
F.S. = 1 Additional Factor of Safety applied to withdrawl force, if desired
Atrib = 12.99 ft
DLpanel = 3.00 psf
Wupiift = 46 psf
Plag = F.S. x Atrib x (0.613- 0.6W) _ -335.1 lbs Withdrawl force for each roof anchor
Connection Capacity
db = 5/16 in Lag Screw diameter
DNn = 2.50 in Lag Screw penetration into existing framing member
Douglas Fir -Larch Species of wood framing
Co = 1.6 Load Duration Factor for Wind Loading, NDS Table 2.3.2
Ct = 0.7 Temperature Factor, NDS Table 10.3.4
W = 266 lb/in Withdrawl Capacity, NDS Equation 11.2-1
W'= CD x Ct x W = 298 lb/in Adjusted withdrawl value
Pauow = Dpen x W' = 745 lbs
DEMAND = 335 lbs = 0.450 OK
CAPACITY = 745 lbs
Sheet 5 of 5 vivin't. sC=))l � a r
STRUCTURAL ENGINEERS
October. 23, 2015
Rillito River Solar, LLC dba EcoFasten Solar
289 Harrel Street
Morrisville, VT 05661
TEL: (877) 859-3947
Attn.: Engineering Department,
Re: Engineering Certification for the EcoFasten Rock -it System Installation Manual
This letter is to document that PZSE, Inc. -Structural Engineers has reviewed EcoFasten Rock -it System
Installation Manual published October 12, 2015 and specifically the "Loading Tables".
SCOPE OF THE SYSTEM:
The EcoFasten Rock -it System is a solar panel support system for installing solar photovoltaic arrays on sloped
roofs of buildings. Typically such buildings are residential with shingle or the roofs. The number and spacing of
attachments to the roof structure can vary depending on various site specific criteria including, but not limited
to, roof slope, spacing of supporting structural members and environmental loading.
SCOPE OF OUR REVIEW:
PZSE, Inc.—Structural Engineers provided a review of the following
• Rock -it System design methodology
• Rock -it System Installation Manual
• Rock -it System Loading Tables
and has determined that all information, data and analysis contained within the Installation Manual are based
on, and are in compliance with, the structural requirements of the following Reference Documents:
• Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-10
• International Building Code, 2012 Edition, by International Code Council, Inc.
• California Building Code, 2013 Edition, by California Building Standards Commission
• Aluminum Design Manual, 2010 Edition, by The Aluminum Association
This letter certifies that the EcoFasten Rock -it System Installation Manual and Loading Tables are in
compliance with the above Reference Documents.
8150 Sierra College Boulevard, Suite 150 • Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com
Page 1 of 2
DESIGN RESPONSIBILITY:
The Rock -it System Installation Manual is intended to be used under the responsible charge of a registered
design professional where required by the authority having jurisdiction. In all cases, the user of the Installation
Manual has sole responsibility for the accuracy of the design and integrity of the system.
The Installation Manual does not check the capacity of the building structure to support the loads imposed on
the building by the array, such as bending strength of roof rafters spanning between supports. This requires
additional knowledge of the building and is outside the scope of the Installation Manual and our review.
If you have any questions on the above, do not hesitate to call.
Prepared By:
PZSE, Inc. - Structural Engineers
Roseville, CA
8150 Sierra College Boulevard, Suite 150 • Roseville, CA 95661 • 916.961.3960 P • 916.961.3965 • www.pzse.com
Page 2 of 2
YINLAR
ROVEN PERFORMANCE
VERSATILITY
Our most popular product line, the YGE 60 Cell Series, is ideal for a broad
range of applications. It is proven to perform in tens of thousands of projects
across the Americas, from residential and commercial rooftops to ground -
'Trusted Partner
Yingli is one of the worlds largest solar module manufacturers with over 10 GW
deployed worldwide, and Yingli modules are trusted by leading energy providers and
financial institutions in more than 8S,000 pmjarts in the Americas.
16.0%
wwnw
wee.
C
More Energy per Watt
MAXIMUM EFFICIENCY
Aldft Yingli modules"deliversupeAor power output in a variety of tempeirature and irradiance
NOW conditions, and self-cleaning anti -reflective coated glass reduces soiling to help
25 YEAR
maximize power output. Performance is backed by our 25 -year linear warranty.
LINEAR POWER WARRANTY"
Designed to Outlast
Tested to the industrys most rigorous durability standards, Yingli modules are PID -
resistant in conformance with IEC 62804 (draft). To ensure reliable performance, Yingli
O
0-3%
uses quality components such as DuPont Tedlar® PVF fihn-based backsheets.
POWER TOLERANCE
Best -In -Class Technical Support
Yngli's locally -based engineering team is trained in system design and operations to
provide field -support and value-added after sales services, including commissioning
and field-testing support. Our PV Testing Lab in California provides a resource for
evaluating technical inquiries.
Warranty Information
Ten-year limited:product warranty. Industry leading 25 -year performance warranty adds value
by guaranteeing power output on an annual basis, in compliance with our warranty terms and
conditions.
Performance Modeling
For those interested in obtaining module performance modeling files for system energy yield
simulation, please contact Yingli at simulation®yingliamericas.com.
Qualifications & Certificates
UL 1703 and UL 1703, CEC, FSEC, ISO 9001:2008, ISO 14001:2004, BS OHSAS 18001:2007, SA8000
U
wwnw
wee.
C
t ror�.
i mo
Y I N G L I S O L A R .COM (PHOrOV0.LTAIC MODULE)
440D
eo"omaaa
s I cxa�e wwumar
�'�
Lo npplMm
Y� 60CELL
SERIES
60 / mxJpuystsl1me siGnon /
Number of modules per pallet
Powered by YINGLI
rmapsuleM (matede0
athylene vinyl acmato (EVA)
8adnheat (material / Go"
fluoropoymerbeead with EVA primer / white or black
Fame (mstedel / toter)
anod'aed aluminum / saver or black
Junction box (ngraa protection rating)
ELECTRICAL PERFORMANCE
Cama (length / croesa.ctiorel area)
1000mm / 4,vW
Connector (type / Ingress protection rating)
MC4 / IP67 or Amphenol H4 / I1`68
Module type
YL26OP-29b
YL255PZ9b
YL250P.29b.
YL24SP.29b
YL240P29b
Power output
Pm
W 260
2SS
250
24S
240
Power output tolwonca
6P,..
%
-01+3
Module e(Rdency
11.
% 16.0
1&7
15.4
15.1
14.8
Voltage at P,e
Vnvp
V 30.3
30.0
29.6
29.6
29.3
current at P_
Lev
A &59
8.49
&"
&28
6.18
Opasaircuit vattage
V_
V 37.7
37.7
37.6
375
373
Short-circuit currant
1.
A 9.09
9.01
&92
&83
&75
STC 1000WW Irradiance, 27C cell lamparvare, AM 1.SG speca re accordGrg to EN 609043
..Unpwatwe
Irradiance YL26OP29b
YL255P29b
YL2SOP29b
YL24SP.29b
YL24OP29b
'C
W/mm W
W
W
W
W
High Temperature condition
HRC 74
1000 203.7
199.8
195.9
192.0
180.1
Nominal Operating Cao Temperature
HOOT 46
800 190.6
186.9
183.2
/79.S
175.9
Low Temparatura condition
LTC 15
500 135.7
133.1
130.5
127.9
121.3
Low Irradle or Condition
Llc 25
200 50.3
49.4
4&4
47.4
4"
OPERATING CONDITIONS
THERMAL CHARACTERISTICS
UnitcInch (IRn)
Max. symba "line
1000Voc
Tarp shwa aodflclert of P6mo
%/'C 443
Man series fuse ratiq
ISA
Tenperatura mafficarrt of V
16PC 432
]8.90199
w:2i
1•�1
LJrrrWrrp reverse current
15A
Tirrpeshxa melflderA of V
961'C OJIt
operating temperature r.rg.
-00 to 185'F (40 to 8S'Q Thr poahue aeenlcimt of V_
%M AL42
(]
Men heAstone impact (dlrnat.r / velocity)
25mm / 23m/s
or
CONSTRUCTION MATERIALS
Front cover (materiel / tiidumW
k wrlrm tempered glass / 3.2rrm
Call (quantity / material/ dir"aralaW
60 / mxJpuystsl1me siGnon /
Number of modules per pallet
156mm x 156 mm
rmapsuleM (matede0
athylene vinyl acmato (EVA)
8adnheat (material / Go"
fluoropoymerbeead with EVA primer / white or black
Fame (mstedel / toter)
anod'aed aluminum / saver or black
Junction box (ngraa protection rating)
aIP6.S
Cama (length / croesa.ctiorel area)
1000mm / 4,vW
Connector (type / Ingress protection rating)
MC4 / IP67 or Amphenol H4 / I1`68
GENERAL CHARACTERISTICS
Module dlmermor s (L / W / H)
6457m (164Onvn) /3&99P R90mm) / 1.311in 0!iwn
Modul. weight
40.elbs (I8.5kg)
Number of modules per pallet
29
Number of pets per 40' oomsinor
28
Packaging box dlmernk" (L / W / H)
67in (1700nm)/ 4Sn (11 35mm) /46in (1165mm)
Pa�keykg Isux anlglri
1232Ns (368ig)
Fire claulflretlan type
Type 1 and Type 2
,&Warning Read the Installation and User Manual
in its entirety before handling, installing, and operating Ytngli modules.
Yngli Green Energy Americas, Inc.
info®yingliamericas.com
Tel: +1 (888) 686-8820
YINGLISOLAR.COM j WSENGE
* YngG Green Energy Holding Ca. Ltd. I YGF6OCell5eries2015_r_N 201502 VO1
�b fpa✓�Umr� dN.� �M nn JwrimrM.,�.1.�r.�v tlmev.rd C«.psy «ia .aW,
m A .n, wM�rmu mmwise
YINIG SOLAR
ROCK -IT SYSTem
Designed with the installer in mind.
EcoFasten Solar specializes in solar roof attachments that are the easiest to install, most secure and cost-
effective solutions for installers. EcoFasten offers a wide variety of standard products as well as custom
solutions, for a one-stop source for all of your rooftop anchoring needs. Products are rigorously tested and
approved above and beyond industry standards in-house and by third party agencies. EcoFasten's patented
conical sealing system has been in service in the snow guard and solar industry for two decades.
FeaTu res
Fastest, easiest to level system on the market
• ETL listed to UL SUB 2703
• Class A Fire rating with Type 1 modules
• Integrated electrical bonding
SYSTem comPonenTS
ROCK -IT MOl.. nT
Array sKIrT
• SIMPLE- only 3 components
• Fixed wire management tray
• North-South adjustability of up to 4'
• Only one tool required (1 /2" deep well socket)
ROCK -IT COUPLinG
TwFasten Solar
EcoFasten Solar products are protected by
the following U.S. Patents:
8,151,522 B2 8,153,700 B2 8,181,398 B2
8,166,713 B2 8,146,299 B2 8,209,914 B2
8,245,454 B2 8,272,174 B2 8,225,557 B2
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
ROCK -IT MOUnT ASSeMBLY
NOTe: ITems 1-12 SHIP assemBLeD
1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS
2 Rock -It Mid -Clamp 6005A -T5
3 Compression Spring 300 Series SS
4 Tie Plate 6005A -T5 AL
5 Rock -It Shelf 6005A -T5 AL
6 Flange Level Nut 300 Series SS
7 Packaging O -Ring (Remove Prior to Installation)
8 Rock -It Pedestal 6005A -T5 AL
9 3/8" ID Star Lock Washer 300 Series SS
10 3/8"-16 Hex Tap Bolt 300 Series SS
11 5/16"-18 x .375" Hex Flange Bolt 300 Series SS
12 Rock -It -Slide 6005A -T5 AL
13 5/16" ID EPDM Bonded Washer 300 Series SS
14 5/16" x 4" 1 lex Lag Screw or 5/16"-18 X 1.50"
Hex Bolt 300 Series SS
ROCK -IT COUPUnG ASSemBLY
NOTe: ITems 1-4 SHIP assemBLeD
1 5/16"-18 x 1.5" Hex Flange Bolt 300 Series SS
2 Rock -It Coupling Mid Clamp 6005A -T5 AL
3 Compression Spring 300 Series SS
4 Rock -It Coupling Shelf 6005A -T5 AL
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
Array LaYOUT
• Find the required structural attachment points.
Mark these using a vertical (N -S) chalk line on the
center of the rafters.
• Spacing may vary depending upon project specific
structural requirements; i.e. high snow and wind
load areas may require lesser bracket spacing in
the E -W axis vs. the maximum spacing. Max spacing
is 48" for portrait orientation and 72" for landscape
orientation. Consult project layout diagram for
project specific bracket spacing on the roof.
• Install Rock -It Mounts to predetermined mount
spacing.
• The array skirt sections are the width of a typical
60 cell module - use the array skirt as a guide to
lay out module placement.
Note: The distance between the rows of mounts is calculated by the module dimension N -S plus 1 3/8"
(35mm). Lag screw should be Installed as close to center of exposed shingle as possible.
GreenFasTen FLaSHinG insTaLL
1 Locate the rafters and snap horizontal and vertical lines to mark the installation
position for each GreenFasten flashing.
2 Drill a pilot hole (1 /4" diameter) for the lag bolt. Backfill with sealant. EcoFasten Solar
recommends an EPDM mastic.
3 Insert the flashing so the top part is under the next row of shingles and pushed far
enough up slope to prevent water infiltration through vertical joint in shingles. The
leading edge of flashing must but_ against upper row of nails to prevent turning
when torqued.
4 Line up pilot hole with GreenFasten flashing hole.
Insert the lag bolt through the EPDM bonded washer, the Rock -It slide, the gasketed
hole in the flashing and into the rafter.
Torque: The range is between 100-140 torque inch -pounds depending on the type
of wood and time of year. The visual indicator for proper torque is when the EPDM
on the underside of the bonded washer begins to push out the sides as the washer
compresses. If using an impact wench to install the fasteners be careful not to over
torque the fastener. You may need to stop and use a ratchet to finish the install.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
ROCK -IT SCJ- STem inSTaLL
ROCK -IT
SYSTEM'
Install EcoFasten Solar Flashing with Rock -It Mounts
Follow GreenFasten Install instructions for flashing and bracket install on composition shingle roofs.
Optimum vertical distance between lag bolts is 1318" plus module dimension.
Set mounts on eave most row so that the Rock -It Pedestal is on the South end of Rock -It Slide. (ex. image 1)
Set mounts on all upper rows so that the Rock -It Pedestal is on the North end of Rock -It Slide. (ex. image 6)
2 Install Array Skirt to Eave Mounts
• Install array skirt starting on west side of array and move east.
Attach Couplings to Array Skirt
3-4
Tighten the west most array skirt bolt on coupling tirst.
When tightening the east bolt the array skirt sections will be drawn together.
5 Align and Straighten First Row of the Rock -It System with Array Skirt
Use North-South adjustment of the Rock -It pedestal to straighten array skirt.
Tighten screw on side of Rock -It Pedestal to secure it to the Rock -It Slide.
Adjust Flange Level Nut to level the system (optional - can be leveled duri ig or after installation)
6_7 Install 1 st Row of PV Modules
Slide Rock -It Mounts that are upslope down to engage top of first module
Note: Make sure cable tray is facing upslope.
Torque 1 st and 2nd row of mid -clamps on Rock -ft Mounts and Rock -It Couplings to 150 in -lbs.
Note: Torque setting may vary according to module manufacturer.
Install Balance of PV Modules
8_9
Secure wire and electrical components in built in wire tray on Rock -It Mounts and Couplings.
Install next row of panels and torque mid -clamps to secure modules.
Repeat install for all remaining rows of modules.
10 Level the Rock -It System
• When assembly is complete, level the entire system by adjusting Flange Level Nuts.
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
IGrounD nG LUG insTaLL
Necessary Components:
- Burndy CL50-1TN Ground Lug (UL Listing #KDER.E9999)
- 14 AWG - 4 AWG Copper Ground Wire
- 8-32 x 0.5" Serrated Flange Head Bolt (300 Series SS)
- 8-32 Serrated Flange Nut (300 Series SS)
- 11 /32" and 1/4" wrenches or ratchets/sockets
1 The Ground Lug is installed into the T slot on the Rock -It Mount.
2 Slide the Flange Head Bolton the Ground Lug into T slot on Rock -It Mount.
3 Tighten Flange Nut/Bolt.
4 Place wire in Ground Lug channel and tighten setscrew to complete assembly.
IBOnDinG AssemBLY anD BonDinG PATH
- Bond Path
i Grounding Lug
- Equipment.Grounding
Conductor (EGC)-
generally to earth
ground
Rock -It Coupling
Rock -It Mount
Integrated Bonding .
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
I THermaL ExPansion anD BonDnG
A thermal expansion gap is
required per each continuous
100' length of modules.
Omit a coupling and leave a 2"
gap in the array skirt and also
between the modules at that
point.
BracKeT sPacinG
Portrait Orientation
— Bond Path
0 Grounding Lug
%-- Goner o (EEGQ-drowsing
Senaraty to aanh
grWll°
- Rack -it Coupling •
• Rock -It Mount
Landscape Orientation
Maximum bracket spacing in Maximum bracket spacing in
portrait orientation is 48" OC. landscape orientation is 72" OC.
Spacing may vary depending upon project specific structural requirements; i,e. high snow and wind load
areas may require lesser spacing E -W than the maximum.
sTaGGereD LAYOUT I canTlLever ano oFFseT
Staggered Mounting Points
r
ire
i
r
Cantilever: Maximum cantilever is 25% of module width. For portrait
Rock It Mount Rock -It Coupling orientation installations, check layout prior to installing.
The array layout instructions In this installation manual offer a
general overview of layout. Periodically, due to a variety of Offset: Offset from all roof edges depends on wind speed, snow
factors (roof obstacles, shading, etc.) other layouts are required. loads, local fire and building codes per location
www.ecofastensolar.com info@ecofastensolar.com 877-859-3947
ROCK -IT SYSTem
• Fastest, easiest to level system on the market
• ETL listed to UL SUB 2703
• Class A Fire rating with Type 1 modules
• Integrated electrical bonding
• SIMPLE- only 3 components
• Fixed wire management tray
• North-South adjustability of up to 4"
• Only one tool required (1 /2" deep well socket)
Max No. of Panels
300 Modules per ground lug
Materials
300 Series Stainless,
6000 Series Aluminum
Max System Voltage
1000VDC
Coating
Black Andodization/Mill Finish
Class A Fire Rating
With UL1703 Type 1 Rated
Lug Specifications
Burndy CL50-1 TN Ground Lug
Modules
(UL Listing #KDER E9999)
Leveling Range
3-4°
Ground Wire
14 AWG- 4 AWG Copper
Per above Lug spec.
Ground Wire
Rock -It Slide Range
4"
Max Module Size
64.96"(1650mm) x
39.05"(992mm) x 2"(50mm)
Min/Max Roof Slope
5:12/12:12
Max Downforce/Uplift Rating
45 PSF
Max Anchor Spacing
72"
Rock -It Mount Load Rating
547lbs with Single 5/16" Lag 3.0
Safety Factor
Skin: Box QTY
6 units
Slide Fastening Hole
5/16" diameter
Mount Box QTY
12 units
Module Cantilever
Lesser of 25% Width, or Module
Installation Manual
Coupling Box QTY
12 units
Warranty
10 Yeas Material and Workman
ship
Codes: National Electric Code, ANSI/NFPA 70, NEC 250, NEC 690, IRC, IBC
Standards: UL 2703, UL 1703
((TOUS 0", Ta*
�
www.ecofastensolar.com
A
aC D�EC®Fasten Solar
a
info@ecofastensolar.com
877-859-3947
SolarEdge Single Phas
For North America
SE3000A-US / SE380OA-US / MOM
SE760OA-US / SE1000OA-US / SE11401
The best choice for SolarEdge enabled systems
Integrated arc fault protection (Type 1) for NEC 2011690.11 compliance
Superior efficiency (98°x)
Small, lightweight and easy to install on provided bracket
Built-in module -level monitoring
Internet connection through Ethernet or Wireless
— Outdoor and indoor installation
— Fixed voltage inverter, DC/AC conversion only
— Pre -assembled Safety Switch for faster installation
— Optional — revenue grade data, ANSI C12.1
USA -GERMANY•frALY- FRANCE -JAPAN - CH:NA-ACJSI-RAIIA I-iE..NEIHE-RLANDS ItiRAE1 www.solaredge,u5
solar=ee
Single Phase Inverters for North America
SE3000A-US/SE380OA-US/SE500DA-US/SE600DA-USI
SE7600A-US/ SE10000A-US / SE1140OA-US
SE3000A-US
jSE3800A-US 1 SESOOOA-US iSE680OA-USjSE7600A-US ; SE1000OA-US SE11400A-US J
OUTPUT
Nominal AC Power Output �
3000
t (
3800 � 5000 6000 7600 9980 @ 208V10000
11400
VA
1 240V
Max. AC Power Output
3300
4150 5400 @ 208V
6000 t 8350 10800 @ 208V
12000
VA
( 5450 @240V
{ 10950 �1p 240V
AC Output Voltage Min: Nom: Max!'I
I
100,
183 - 208 - 229 Vac
1
AC Output Voltage Min: Nom: Max.ltl
211- 240 - 264 Vac
`
AC Frequency Min: Nom: Max.1'I '
59.3 - 60 - 60.5 (with
HI country setting 57 - 60 - 60.5)
H:
Max. Continuous Output Current !
12.5 16
1
25
32 '
I 47.5
A
21 @ 240V,.,I•..,..
I 42 @ 24pV„
III
GF Dl Threshold '
1
A
utility Monilor[ng, Islanding Protection, Country Configurable Thresholds Yes 1
INPUT
_Yes__
_
Recommended Max. DC Power"I
r
V _
3750 4150 6250 7500 9500 124DO 14250
W
Transformer -less, Ungrounded
Yes
Max. Input Voltage
500
Vdc
Nom. DC Input Voltage j
325 @ 208V /-350 @ 240V (
Vdc
+
Max. Input Curren"„
' 16.5 208V 33 @ 209V 2.1 ]4.5
9.5 13 111 Cd f]
Adc
@_.24.0V 3015 @ 140V
Max. Input Short Circuit Current
45
Adc_
Reverse -Polarity Protection
Yes
Ground -Fault Isolation Detection
600W Sensitivity
Maximum Inverter Effidency
97.7 98.2 98.3 98.3 I 98 98 98
%
CEC Weighted Efficiency
t 97 @ 208V
5 @ 208V I I r
97.5 98 97. t)7.5 97.5 97.5
%
98 240V 975 �240. ,
gyp
..... .....
Nighttime Power Consumption_
<25 i < 4__ 1
W
ADDITIONAL FEATURES
_ _
Supported Communication Interfaces)
_
RS48S, 85232, Ethernet, ZlgBee (optional)
Revenue Grade Data, ANSI C12.1
Optional”'
Rapid Shutdown — NEC 2014 690.1_2
Functionality enabled when SolarEdge rapid_ Shutdown kit is insiralledc"
STANDARD COMPLIANCE
Safety )
UL1741. UL16998, U1.11398, CSA 22.2
Grid Connection Standards
IEEE1547
Emissions
FCC partlS class.8
SPECIFICATIONS
_INSTALLATION
AC output conduit size /AWG range !
_6_
3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG
i
DC input conduit size / ff of strings
AWG IA9R9 ,
3/4" minimum / 1-2 strings / 16.6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG
Dimensions with Safety Switch
30.5 x12,5 x:7 /
30S•>< 125 z 7:5 /
in/
HxWxO
775x,3I5•x172
305 x 12 5 x 10
...5 /775x 315 x 26D
775x315x191
mm
Weight with Safety Switch 1
51.2./23.2
54'.7 % 24.7 88.4/40.1
Ib / kg
Cooling
Natural Convection Fans (user replaceable)
Noise
< 25 < 50
daA
Min. -Max. Operating Temperature
-13 to +140 / -25 to +60 (-40 to +60 version available"')
'F /'C
Range
Protection Rating
NEMA 3R
I n For other regional settings please contact Sola rEdge support
I" 6kW and lower: Limited to 135%of AC power, 7 SM and higher: Limited to 12S% for locations where the yearly average high temperature is abwe 77'F/25'C end to 135% for locations where it Is below 77'F/25'C
For detailed information, refer to Iota //
do triresumne �tmdr.adf
A higher current source maybe used; the irwerter wig limit its Input current to the values stated
l,l Revenue grade invertor P/N: SE;uoeA-US000NNR2
tst Rapid shutdown kit P/N: SE1000-RSO-St
j6t.40 venion P/N: SEaaaxA-US000NNU4
solar- .•
SolarEdge Power Optimizer
Module Add -On For North America
P300 / P400 / P405
1
04
PV power optimization at the module -level
— Up to 25% more energy
— Superior efficiency (99.5%)
— Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading
- Flexible system design for maximum space utilization
— Fast installation with a single bolt
— Next generation maintenance with module -level monitoring
— Module -level voltage shutdown for installer and firefighter safety
USA - GERMANY - ifALY - FRANCE - JAPAN - ChINA - 5RAE1 - AUSTRALIA www.solaredge.us
so
I a
r" • •
SolarEdge Power Optimizer
Module Add-On for North America
P300 / P400 / P405
P300 P400 P405
_ - j `
-
{for 60•cell modules)_ _ i (for 72 & 96_cell modules) (far thin film modulesl
F
INPUT
Rated Input DC Power11'
300 4 400 405
W
Absolute Maximum Input Voltage
48 80 125
Vdc
(Voc at lowest temperature)
i
MPPT Operating Range
B-48 8 -80 12.5-105
Vdc
Maximum Short Circuit Current (Isc)
10
Adc
Maximum DC Input Current
17..5
Adc
Maximum Efficiency I
99S
%
Weighted Efficiency
98.8
%
Overv_oltage Category__ _
_ _ _ 11
OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED D TO OPERATING SOLAREDGE INVERTER)
Maximum Output Current
15
Adc
Maximum Output Voltage_
_ __ 60 _ 85
;
_ _ _ _ _ _ _ -j _ _Vdc
OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF)
- - - - -- - --- -- -
5afety 0utputVoltage per Power Optimizer-
-- - - - ---- -- .-- - --- .----- -
1 ___J
Vdc
STANDARD COMPLIANCE
EMC
FCC Part15 Class 6, IEC61000-6-2, IEC61000-6-3
Safety
IEC62109-1(class 11 safety), UL1741
RoHS - - -
- - — - _-_ Yes
INSTALLATION SPECIFICATIONS
- -
Maximum Allowed SystemVoltage (
1000
Vdc
Pxxx_-2 series i
141 x 212 x 40.5 / 5.55 x 8.34 x 1.59
mm / in
Dimensions (W x L x H) i
128x152x27.5/
�152x35/ ( 12815248/
128xxx
Pxxx-5 series i
5x5.97x1.08
I 5x5.97x1.37 5.5.97x1.89
mm/in
Pxxx-2 series {
Weight (including cables)
950 / 2.1
gr / Ib
. Pxxx-5 series
770/1.7 I 930 / 2.05 l 930/2.05
gr / Ib
Input Connector
MC4 Compatible
Output Wire Type / Connector (
Double Insulated; Amphenol
Output Wire Length t
0.95/3.0 I 1.2/3.9
m / ft
Operating Temperature Range I
-40-+85/-40-+185
'C/'F
j Pxxx-2 series
IP65 / NEMA4
Protection Rating
Pxxx-5 series, (
IP68 / NEMA6P
Relative Humidity
0-100
-
%
ltRated STC power of the module. Module of up to 4% power tolerance
allowed.
PV SYSTEM DESIGN USING
A SOLAREDGE INVERTER(')
SINGLE PHASE THREE PHASE 208V THREE PHASE 480V
Minimum String Length
8 10 18
1
(Power Optimizers!
Maximum String Length
25 25 50
(Power Optimizers)
Maximum Power per String
5250 6000 12750
W
Parallel Strings of Different Lengths
or Orientations
Yes
"I It Is not allowed to mix P405 with P30D/P400tP600/P700 in one string
i" 8" NO
16 Ali 02
RAIN'9
BUSTER
�o
(nil
�� ty
• e far
rar`
Lfe#gym
r 1
I
Ultra Flexible Roof Tile Adhesive/Sealant
Prt:���ant�'s Rc►�o L�:►•.�bt� �-��ac•! f3rUk►,rr r►J�a
1
ROOF TIIF 1 SHINGLES i SHEET METAL I FLASHING I VENTS 1 GUTTERS I TRIM I NEW CONSTRUCTION t REPAIRS:
Roofs are on the front line in preventing water intrusion
and are subjected to the most extreme wind and weather
conditions. To prevent roof damage and leaks, an adhesive/
sealant must be a standout performer.. RainBuster 850
Ultra -Flexible Roof Tile Adhesive/Sealant is specified by
leading builders and trusted by quality -minded contractors.
to prevent roof leaks. Unlike traditional' roofing cements
and mastics, RainBuster 850 offers a high-grade polyurethane
formulation, permanent flexibility and powerful adhesion.
When used as a roof tile adhesive, RainBuster 850 shines.
as it flexes with hurricane force wind uplift, foot traffic, and
seismic activity toprevent broken tiles. When applied to
flashing, vents and gutters, RainBuster 850 permanently
seals joints to effectively divert water away from the home.
P High -Grade Polyurethane Formulation
D Permanently Secures Roof Tile
D` Non -Shrinking; Permanently Flexible
P UV Resistant; Flexes to Prevent Broken Tiles
b Withstands Extreme Wind, and Foot Traffic
D Seals Roofing Joints including Flashing
D Withstands Extreme Weather & Temperature
D Non -Sag to Prevent Tile Slip
D Adheres to Damp Surfaces,
P Paintable (See :Painting Section)
D Non -Flammable
D VOC, GARB, and AOMD Compliant
P Lifetime Warranty
'The Ultimate Roof Tile Adhesive/Sea
0 1 O Q
a
ic•�R�1�1,�v, � �(�'�QR.,�ra�W�tc� m o:r� � �r7a,,^�u .. �u,
W, "WONNE
RAIN'
BUSTER
DESCRIPTION
RainBuster 850 Ultra -Flexible Roof Tile Adhesive/Sealant
is the high quality standard in the prevention of roof
leaks. Its technologically advanced polyurethane formu-
lation has been specifically designed to provide roofing
application solutions. RainBuster 850 performs equally
well when used as a tie adhesive or as a sealant on
flashing, vents, and other roof penetrations. RainBuster
850 is ideal for specifying as a multi -use roofing adhe-
sive/sealant. it is ideal for both new construction and
repairs.
PACKAGING, SHELF LIFE & STORAGE
RainBuster 850 Ultra -Flexible Roof Tile Adhesive/
Sealant is available in standard 300 ml cartridges
(packaged 24 per case) and 592 ml sausage tubes
(packaged 12 per case). The shelf life is 12 months.
Store in a coal, dry place below 80°F for maximum
shelf life.
ANAILABILITYAND COST
RainBuster 850 Ultra -Flexible Roof Tile Adhesive/
Sealant is competitively priced and widely available.
Please contact Top Industrial, Inc. at 800-473-1617 or
see www.topindustrial.com for a supplier nearest you.
AUTHORIZATIONS
Meets or exceeds:
ASTM C920 Type S, Grade NS, Class 35, use NT,, A and M
Federal Specification TT -S -00230C (COM-NBS)
Type II, Class A
Canadian Specification CAN/CGSB-19,13-M87
ENVIRONMENTALLY FRIENDLY
• Qualifies for LEED Credit from U.S. Green Building
Council: l pt EQ Credit 4.13
• Qualifies for NAHB Green Build Credits:
5 pts Global Impact Credit 7.1.3
• VOC Compliant under AQMD and CARB
LIFETIME WARRANTY
Top Industrial warrants this adhesive to perform as
described on its package and associated data sheet for
a period of 100 years from the date of purchase. See
next page for further warranty details.
Ultra Flexible Roof Til _p.-oP�ot,fti
°
Adhesive/Sealant
Field Proven to Prevent Roof Leaks
a
TILE -TO -TILE DOND/NO
RainBuster 850 is ideal for adhering roof tile -to-
, tile in valley, ridge, hip, rake and general roof the
installation. Secures cut tiles when mechanical
fasteners cannot be used. RainBuster 850 provides
additional protection, against wind uplift, seismic
49 activity, and tile damage. Prevents file chatter.
ID RainBuster 850 seals nail entry points created
- } during file Installation. RainBuster 850 flexes to
day bonded and prevent broken tie and roof leaks.
FLASHING LAP JOINTS
RainBuster 860 Is Ideal for paling varied lap joints
where two lengths of flashing meet such as In valleys.
RainBuster 850 flexes to maintain a permanently
bonded watertight seal For best results, apply a
continuous 1/2" bead to both the inside and
outside of the joint. Tool the outside joint bead
as necessary (see application and tooling sec -
tons). Available in the multiple colors and
paintable (see painting section).
RainBuster 850 is ideal for use where flashing
terminates at walls and chimneys. RainBuster 850
provides outstanding adhesion to both metal and
common exterior wall surfaces. RainBuster 850
flexes to maintain a watertight seal. For best
results, apply a continuous 1/2" bead to both
the inside and outside of the joint. Tool the out-
side joint bead as necessary (see application
and tooling sections). Available in the multiple colors
and paintable (see painting section).
VENTS AND CNIAMEIV CAPS
P&Buder 850 seals joints in vends, chimney caps
and other roofing envelope penetrations. Also secures
vent structures to underlying baps. RainBuster 850
flexes to maintain a watertight seal. For best results,
apply a continuous 112" bead to both the inside
and outside of the joint Tool the outside joint
bead as necessary (see application and tooling
sectorial. Available In the multiple calors and
paintable (see painting section).
Gmftw Seals seams in gutters. gutter assemblies, and downspouts.
0orperrXw&WSNWw Adheres shingles and supplements mechanical fasteners.
S 40W Permanently seals seams and %stoner a" holes.
IpAGSupplements mechanical fasteners and seals seams. Can significantly reduce vibration noise.
Seals tears in felt and underlaymerd. Bridge entire tear and tool as necessary.
OW SWOm Int 6g ol:Adhen:s to to damp sudaces Remove standing water prior to application.
Top Industrial, Inc. • 15010 Keswick St., Van Nuys, CA 91405 • 800-473-1617 • www:topindustrial.com
APPLICATION: Easy to apply with conventional caulking equipment. Application temperature range: 20F —120F. If application air temperatures are below 40F, con-
dition product at 70F prior to using for best results. Cut tip at a 45 -degree angle. Location of cut will determine desired bead thickness. Puncture seal. Apply sealant to joint.
Typically, minimum 3/8"-1/2" beads should be used for proper bonding and sealing. Fill joints in continuous beads from deepest point and avoid overlapping of sealant to
prevent air entrapment. Adhesive/sealant should wet the joint wall surfaces. With lap joints, apply adhesive/sealant to both inside and outside of joint for best results.
Adhesive/sealant provides 1-3 hour working time before skinning. Adhesivelsealant cures with exposure to normal atmospheric moisture with full cure in 1-3 days depending
on humidity. May be used on damp surfaces; take steps to remove standing water. For best results, use opened cartridges and sausages the same day.
APPROPRIATE SURFACES- RainBuster 850
is appropriate for use in new construction
and repairs on a wide range of common
roofing materials including concrete, clay,
slate, cornposigon, fiber-cemero, asphalt
saturated shingles, masonry, mortar, metals
Including galvanized, aluminum, and
copper, underiaymerd and felts, plastics
including PVC, vinyl, fiberglass, nail% and
wood.
PREPARATION: For best adhesion results,
surfaces should be dean, and free from
dirt, dust, oils, release agents, standing
water, old sealants, or other contaminants.
Dust and loose particles should be blown
off surfaces.
FIELD PRETEST; Due to the varied nature
of construction substrates, field-test
adheslvelsealard on actual surfaces prior
to beginning work User must determine 0
results including adhesion are acceptable.
TOOLMfh t required, Wng is recommended
within 20 minutes alter application. Tooling
should be done in one continuous stroke.
Techniques using solvents or soaps are riot
recommended. it masking, remove tape
Immedlately after tooling.
CLEAN UR Clean hands safely with
RainBuster Top Towels (citrus wipes).
Mineral spirits and other commercial
solvents such as xylene, toluene, or
methyl ethyl ketone (MEIQ_ may be used
to clean up excess smears and tools. The
use of solvents may be hazardous to your
heath. Keep away from open flame and
use In well -ventilated area. Follow
solvent manufacturer's instructions.
Cured adhesive/sealant is difficult to
remove and must be done se by abrasion
or other mechanical means..
PAINTING OVER RAINBUSTER 850: For
best results, apply paint over RalnBuster
850 adhesive/sealant 72 hours atter
application. High quality 100% acrylic
paints and primers are recommended:
Many roofing specific spray paints are
acceptable. Avoid the use of oil base
paints as they may exhibit a slow/non-
curing condition when in contact with
adhesive/sealant Palyd when weather
and temperature conditions meet paint
manufacturer requirements. Feld pre-test
for suitability of paint and painting
process is required. Contractor must
determine suitability. Consult Top
Industrial for further information.
MAINTENANCE No maintenance should
be needed. If adhesive/sealant becomes
damaged, remove damaged portion. Clean
surfaces in damaged area, and repair with
fresh RainBuster 850.
PRIMING PRIOR TO APPLICATION:
Generally, priming is not required. If
adhesion pretest is unacceptable, consult
Top Industrial for recommendations.
APPLICATION OVER GLAZED, PRE-
PAINTED, OR PRE -PRIMED SURFACES:-
Glazed,
URFACES:Glazed, pre -painted and pre -primed
surfaces typically do not have the adhesive
quality or flexibility of Ra)nfluster 850
adhesive/sealarr Lack of adhesiva(sealant
contact with raw substrate may inhibit
ability to maintain bond and seal. Glaze,
paint or primer may pull away from raw
substrate with johd movement.
USE WITH ASPHALT BASED SELF -
ADHERED FLASHING (A.K.A. SBS modi-
fied asphalt & bituminous matedaD:
When used appropriately, RainBustar 850
can be used successfully with asphalt -
based flashings. Unlimited contact is
acceptable between adhesive/sealant
and the permanent polyethylene/plasUc-
based facer side of self -adhered: asphalt
flashings. Steps must be taken W minim
contact with the adhesive side of asphalt
flashings. Plasticizers, in adhesive/sealant
may accelerate the normal moistening and
softening of asphalt that occurs with.heat.
Do not apply adhesive/sealant directly to
adhesive asphalt side of flashing. Do not
apply adhesive side of asphalt flashing.
directly over adhesive/sealant. Remove
excess sealant prior to application of
adhesive asphalt side of flashing: User
must determine suitability through field
pretest Consult Top Industrial for further
information.
LIMITATIONS: Suitability for each intended
use must be determined by the user using
the Information found,in this data sheet and
an application pretest
• Not for use over standing surface water
or surface frost.
• Not designed to replace use of
mechanical fasteners.
• Not for use where subjected to constant
water immersion.
• When painted, user must determine
paint suitability. See"Painting" section for
detailed limitations.
• When used with asphalt -based setf-
adhered flashings, user must determine
suitability through field pretest See 'Use
With Asphalt" section for detailed
limitations.
• Do not cure in presence of curing
silicone sealants. This may interfere
with RainBuster850's•cwing process.
• Avoid sealant contact with solvent
cleaners during cure. This may interfere
with RainBuster 850's curing process.
PRECAUTION: Combustible vapor.
Uncured sealant may cause allergic skin
reaction and eye, skin andrespiratory tract
Irritation. Keep away from sparks and
flame. Avoid contact with eyes, skin and
clothing. Avoid prolonged exposure to
vapors. Use only with adequate ventilation.
Wear protective dating during handling.
Wash thoroughly after handling. KEEP OUT
OF REACH OF CHILDREN. See material
safety data sheet before use (contact Top
Industrial or distribuWr):
FOR CONSTRUCTION AND INDUSTRIAL
USE BY QLUUJFiED CRAFTSMAIL
FIRST AID: lt inhaled, removetW fresh air.
N breathing is difficult give oxygen and call
a physician. In case of contact with
uncured sealant, immediately flush eyes
with water for at least 15 minutes and
wash skin with soap and water after using
RainBuster Top Towels (dins wipes): Call a
physician 0 irrttabon persists. See material
safety data sheatfor more detail.
LIFETIME WARRANTY DETAILS: Top
Industrial, Inc. warrants this sealard/adhe-
sWe to perform as described on its pack-
age and associated data sheet for a period
of, 100 years from -the date of purchase.
Upon proof of purchase, Top Industrial's
sole liability, expressedar implied, shall be
to replace sealant/adhesive proven defec-
tive and is limited to the stated selling
price. This warranty is not transferable
from the original purchaser. In no event
shall Top Industrial' be liable for conte
querrgal� or incidental damages, resulting
from the use of its sealant products.
RAIN�
BUSTER
The Ultimate
Roof Tile
Adhesive/
Sealant
Ultra Flexible Roof Tile Adhesive/Sealant
Prevents Roof leaks and Broken rile
ROOF TLE I SHWASS I SHEET META. I RASING I VOM I GUTTERS I TRIM I NEW CONSTR11=101 REIPA IS
o
BUSTER
PHYSICAL PROPERTIES
Skin Time..........................................................1-3 hours
Cure Time...........................................................1-3 days
% Solids.......................................................96% to 99%
Paintable.........................................Yes — See limitations
Sag or Slump...........................................................None
Clean -Up Citrus Cleaner
Coral Terra Cotta Tan Gray (Stone) Bmwn Black Shrinkage....................................................................NII
(Bmw) Chalking or Crazing ......... ......... :........ .... .........Nil
TYP/CAL PERFORMANCE CHARACTERISTICS
After 7 days cure at 77 deg. F and 50% RH
Hardness (Shore A): ................................ 32 ASTM D 2240
900 ML CAMIDGES Tensile Strength ......................Up to 250 psi ASTM D 412
APPROXIMATE LINEAR FEET PER CARTRIDGE Elongation.._.....................................1400% ASTM D 412
BEAD WIDTH, INCHES Adhesion in Peel ..................................................>33 plw
�/p
1/4" 3/8" 1/4" 3/4" 7/8" 1" ........................................... T S-00230C/ASTM C 794
.. 1/8" 49.6 33.1 24.8 20.0 16.5 14.2 12.4 Stain "Colo'
'"e*
hange................................................None
1/4- 24.8 20.0 12.4 10.0 8.3 7.1 6.2 • ....• ,*••••••••••• ................TT-S-00230C/ASTM C 510
Ozone Resistance .................... Excellent
"
3/6 — 11.0 8.3 6.6 5.5 4.7 4.1
' Joint Movement Capability......................................±35%
1/2" — — 6.2 5.0 4.1 3.5 3.1 ASTM C719, 73°F cure / 73°F cycling
W Resistance ........................Excellent - ASTM C 793-75
Water Resistance ................................................Excellent
rowdly
1n -in
tPhe USA
t-
BIF.
For more than 25 years,
Top Industrial's RainBuster
I has been trusted to prevent leaks in the building
elope and squeaks in floor structures. Today that
rst runs deep - RainBuster is specified by the
ration's leading builders and trusted by scores of
respected contractors.
The reason for the trust is simple...
s
RainBuster products and services outperform
other brands in preventing leak and squeak
related call-backs.
s
�a
t-
Product Data Sheet DU222RB
Safety Switch, 60A, 240VAC, Non -Fusible,
General Duty, 2 -Pole
Technical Characteristics
D ;�tsc3uiv��a
bvSchneider Electric
List Price $353.00 USD
Availability Stock Item: This Item Is normally stocked In our distribution facility.
Wire Size
#10 to #2 AWG(AI) - #14 to #2 AWG(Cu)
Action
Single Throw
Ampere Rating
60A
Approvals
UL Listed File Number E2875
Enclosure Type
Rainproof and Sleet/lce proof (Indoor/Outdoor)
Enclosure Rating
NEMA 3R
Factory Installed Neutral
No
Ma>amum Voltage Rating
240VAC
Disconnect Type
Non -Fusible
Terminal Type
Lugs
Mounting Type
Surface
Type of Duty
General Duty
Number of Poles
2 -Pole
Shipping and Ordering
Category
00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R
Discount Schedule
DE1A
GTIN - - _ -
- 00785901491491 _
Package Quantity
1
Weight
4.7 lbs.
Availability Code
Stock Item: This item is normally stocked in our distribution facility.
Returnability
Y
Country of Origin
MX
As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document.
02009 Schneider Electric. All rights reserved. Schneider
'Electric