15110187-DI CITY OF CUPERTINO BUILDING PERMIT I
BUILDING ADDRESS: 1479 POPPY WAY CONTRACTOR: PERMIT NO: 15110187
OWNER'S NAME: MANISHA VADHIA a /�� G�� G� DATE ISSUED: 11/25/2015
I OWNER'S PHONE: 4084106543 I , �y G �` 1 h1/�l� I 3G ,7 (J�3�
❑ LIIC^^1ENSE /D CONTRACTOR'S DECLARATION
License Class "11otd % 6 __LLLie. # lr��.— 1
Contractor 't°_ A11 .l C•Date I k IS )�Z
I hereby affirm that am licensed under the provisions of Chapter 9
(commencing with Section 7000) of Division 3 of the Business & Professions
Code and that my license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
I have and'will maintain a certificate of consent to self - insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. 1 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. (We) agree to save
indemnify'and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18. rr
Signature Date (i 7
❑ OWNER- BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale (Sec.7044,
Business & Professions Code)
1, as owner of the property, am exclusively contracting with licensed contractors to
construct the project (Sec.7044, Business & Professions Code).
1 hereby affirm under penalty of perjury one of the following three
declarations:
I have and will maintain a Certificate of Consent to self - insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance.of the work for which this permit is issued.
1 have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
1 certify that in the performance ofthe work for which this permit is issued, 1 shall
not employ any person in any manner so as to become subject to the Worker's
Compensation iaws of California. If, after making this certificate of exemption, I
become subject to the Worker's Compensation provisions of the Labor Code, I must
forthwith comply with such provisions or this permit shall be deemed revoked.
.APPLICANT CERTIFICATION
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. (We) agree to save
indemnify and keep'harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
granting of this permit. Additionally,. the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
9.18.
Signature Date
JOB DESCRIPTION: RESIDENTIAL E] COMMERCIAL E]
INSTALL OF ROOF MOUNTED SOLAR (MODULES 18)(5.13
KW).
Sq. Ft Floor Area: I Valuation: $17408
APN Number: 36615025.00 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
180 DAYS FROM LAST CALLED INSPECTION.
Issued by: �G<%N A4 G Date: _
RE- ROOFS:
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
Signature of Applicant:
Date:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. 1 will
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(a) should I store or handle hazardous
material. Additionally, should 1 use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District I
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
the Health & Safety Code, Sections 25505, 25/5333, and 2,555534.
Owner or authorized agent: _ �(,U i �j _ DateJA as I �j
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of
work's fcr which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's Address
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed Professional
CUPERTINO
ALTERNATIVE ENERGY PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255
(408) 777 -3228 • FAX (408) 777 -3333 • building(@-cuDertino.org 1511 O) e7
PROJECT ADDRESS u
AM #
OWNER NAME
PIIONE /\ M'r Q - ( /j�'/ 3
1 1
E-MAIL
r IIQ id S . COVII
STREET ADDRESS
?b 0a
CITY, STATE(, ZIP
Cw e.r+i two
FAX
CONTACT NAME
R&VN `k'oe�
PHONE
--7E1A%Eg,,ky(2jtfdrjc-
%30) 76-0731
AIL
GoY►n
STREET ADDRESS l ter\ U r h
CITY, STATE, t ZIP � ^
FAX
❑ OWNER ❑ OWNER - BUD DER ❑ OWNER AGENT
® CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCIUTECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT
CONTRACTOR NAME
M F-llec}r ic, Inc.
LICENSE NUMBER
9'12Q-7 6,
LICENSE TYPE
C l o
BUS. LIC #
COMPANY NAME
f�rc [-ec-41' c I-nG
E -MAIL
c • c.o
FAX
530 -t - o
STREET ADDRESS
.2911 Churvi C�-
CITY" ST VP
e n (000a
PHONE
5 76 -OP3l
ARCHrrECT/ENGINEER NAME
N LA
LICENSE NUMBER
BUS. LIC #
COMPANY NAME
E -MAIL
FAX
STREET ADDRESS
CITY, STATE, ZIP
'.... PHONE
USE OF ® SFD or Duplex ❑ Multi - Family
PROJECT IN WILDLAND
PROJECT IN
STRUCTURE: ❑ Commercial
URBAN INTERFACE AREA ❑ Yes ❑ No
FLOODZONE ❑ Yes ❑ NO
_.K SOLAR PANELS
❑ ELECTRIC VEHICLE CHARGING STATION
❑ SOLAR WATER HEATING
❑ OTHER:
FOR SOLAR PANELS. NUMBER OF PANELS /IINITS:io
KILOWATTS(COMMERCIALONLY):
TOTALIAL'ATION:
O
o
``77 OO 00
DESCRIPTION OF WORK /� 1 � 1 (� ^
T11A70 VOI4(A if
I 1 -
W10,11 04- 5n1-V- ^'lfA�i�FY L/1
By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this
application and the information 1 have provided is correct. 1 have read the Description of Work and verify it is accurate. 1 agree to comply with all applicable local
ordinances and state laws relating to building construction. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes.
Signature of Applicant/Agent: 4rt.yyylllJt t Date: { I oZ
SUPPLEMENTAL INFORMATION REQUIRED V, , nFerrF'Clatr hnra=
PVApp_2011.doc revised 03116111
--- CITY OF CUPERTINO
FEE ESTIMATOR — BUILDING DIVISION
ADDRESS: 1479 Poppy Way
DATE: 11/25/2015
REVIEWED BY: Sean
APN:
BP #:
`VALUATION: 1$17,408
*PERMIT TYPE: Building Permit
PLAN CHECK TYPE: Alteration / Repair
PRIMARY SFD or Duplex
USE:
I
PENTAMATION SOLAR -RES
I PERMIT TYPE:
WORK
Install of roof mounted solar Modules 18 5.13 k
SCOPE
PME Plan Check:
:ie'L
NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School
District, etc.). These_fees are based on the preliminary information available and are only an estimate. Contact the Dept for addn'l info.
FEE ITEMS CFee Resolution 11 -053 hjj, %,`11132
FEE
QTY /FEE
MISC ITEMS
Plan Check Fee:
$0.00
1 #
$236.00
Alternative Energy System
IPHOT'OvREs Photovoltaic System
Suppl. PC Fee: Reg. Q OT
0.0
hrs
$0.00
PME Plan Check:
$0.00
Permit Fee:
$0.00
Suppl. Insp. Fee E) Reg. Q OT
0.0
1 hrs
$0.00
PME Unit Fee: .
$0.00
PMEpp Permit Fee:
$0.00
E)
Work Without Permit? Yes (F) No
$0.00
Advanced Planning Fee:
$0.00
Select a Non - Residential
Building or Structure
g
0
Strom Motion Fee: IBSEISMICR
$2.26
Select an Administrative Item
BId,T Stds Commission Fee: IBCBSC
$1.00
a� SUBTOTALS
yr:a x� _.
$3.26
$236.00
TOTAL FEE ,
$239.26
Revised: 10/01/2015
P
Electric inc. OLAR
Tele: (530)276 -0231 Fax: (530)276 -0231
Email: infoc@addyelectrie.com
Jitesh Vadhia
1479 Poppy Way
Cupertino, CA 95014
APN:366 -15 -025
Single Family Home
Photovoltaic Roof Mount Solar Installation
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION - CUPERTINO
APPROVED
This set of plans and specifications MUST be kept at the
job site during construction. It is unlavrful to make any
changes or alterations on same, or to deviate
therefrom, without approval from the Building Official.
The -laripinq of th s plan and speci`ica'.ons SHALL NOT
be held to pern- t or to be an approval of the violation
of any prc. ',urs of any Cl y Ordrr once or State Law.
pY
DATE
PERMI T #
RECEIVED
f\',1!' '0 tk:i5
BY
PLLOT PLANS CHECKED BY
DATE
PLANNING DEPT
CUPERTINO
emu- ,
Solar Photovoltaic System
Cost Breakdown .
Jitesh Vadhia.
1479 Poppy Way
Cupertino, CA 95014
Modules, inverters and racking: $10,260.00
Posts, wire, concrete: $ 4,565.70
Overhead and labor: $ 2,582.30
Total: $17,408.00
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3 times IEC requirements
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Designed to withstand heavy
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Sunmodule Plus:
Positive performance tolerance
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Y�u11"
25 -year linear performance warranty
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and 10 -year product warranty
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Glass with anti - reflective coating
J
World -class quality
Fully- automated production lines and seamless monitoring of the process and mate-
rial ensure the qualitythat the company sets as its benchmark for its sites worldwide.
SolarWorld Plus - Sorting
Plus- Sorting guarantees highest system efficiency. SolarWorld only delivers modules
that have greater than or equal to the nameplate rated power.
15 -year linear performance guarantee and extension of product warranty to 10 years
SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course
of 25 years, a significant added value compared to the two -phase warranties com-
mon in the industry. In addition, SolarWorld is offeringa product warranty, which has
been extended to 10 years.`
'in accordance with the applicable SolarWorld Limited Warranty at purchase-
www.solarworld.com/warranty
solarworld.com
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Home Innovation
M60S 60.F[A CE0.TIFIEO.
MADE IN USA OF US
AND IMPORTED PARTS
Sunmodule%Plus
SW 285 MONO
PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)'
Maximum power Pm,, 285 Wp
Open circuit voltage Von j 39.7 V
Maximum power point voltage V- pp 313 V
Short circuit current I,, 9.84 A
Maximum power point current
Impp ' 9.20 A
Module efficiency
9m !, 17.0%
'STC: 1000 W /m', 25'C, AM 1.5
1) Measuring tolerance (P ) traceable to TUV Rheinland: +(- 2 %(TUV Power Controlled).
THERMAL CHARACTERISTICS
NOCT
46'C
TCI,C
0.04 % /'C
TCv�
-0.30 % / -C
TCPmpp
( - 0.41 % /'C
Ooeratina temaerature'
-40 °C to WC
I' I 1000 W /mr
800 W /m'
g I 600 W /m'
400 W /m'
f
200 W /m2
100 W /m�
ra
65.94
1.22 (31)
Module whage IV] I
V.
1.33 (288)
Version
2.5 frame
bottom
mounting
holes
Lx4
5.20 (107)t
PERFORMANCE AT 800 W10, NOCT, AM 1.S
Maximum power! Pm„ 213.1 Wp
Open circuit voltage Von 36.4 V
Maximum poweipoint voltage Vmpp 283V
Short circuit current I,, 7.96 A
Maximum power point current Impp 7.43 A
Minor reduction in efficiency under partial load conditions at 256C: at 200 W /m2, 100%
( +1-2 %) ofthe STC efficiency (1000 W /m') is achieved.
COMPONENT NfAfERIALS
I
Cellspermodule 60
Cell type
j Mono crystalline
Cell dimensions
! 6.17 in x 6.17 in (156.75 x 156.75 mm)
Front
I Tempered glass (EN 12150)
Frame
j Clear anodized aluminum
weight
39.5 Ibs (17.9 kg)
SYSTEM INTEGRATION
I
PARAMETERS
I
Maximum system
voltage SC It/ NEC 1000V
Maximum reverse
current 25A
Number of bypass
diodes 3
Design Loads'
Two rail system 113 psf downward
64 psf upward
Design Loads'
Three rail system 170 psf downward
71 psf upward
Design Loads'
Edge mounting 30 psf downward
30 psf upward
' Please refer to the Sunmodule
These load cases.
installation instructions for the details associated with
ADDITIONAL DATA
Powersorting' -0 Wp / +5 Wp
J -Box IP65
Module leads ! PV wire per UL4703 with H4 connectors
Module type (UL 1703) 1
Glass Low iron tempered with ARC
VERSION 2.5 FRAME
Compatible with both "Top-Down"
and "Bottom" mounting methods
JrGrounding Locations:
4 corners ofthe frame
4locations along the length ofthe
module in the extended flanget
All units provided are imperial. 51 units provided in parentheses.
solarWorld AG reserves the right to make specification changes without notice. 5W-01- 6007US 12 -2014
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Nib Power Consumption
< 2.5
< 4 W
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Supported Communication interfaces {
RS485, RS232, Ethernet, ZigBee (optional)
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Optional
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Rapid Shutdown NEC 2014 690.12
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Functionality enabled when SolarEd e rapid shutdown kit
Y _ B
is nstall di
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UL1741, U_ L16998, UL1998 , C5A 22.2
Grid Connection Standards
1EEE1547,
Emissions (
9980 @ 208\1
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Nominal AC Power Output
( 3000
)_
3800
5000 I
6000
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10000 @240\1
11400 - I
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.. ...............P ........_...
'3300
t....,...,,....
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.............
5400 @ 208V ;
30.5 x 12.5 x 10.5 % in j
(
(
10800 @ 208V '
t
j
Weight with Safety Switch !
Max. AC Power Output
1
; 4150
6000
1 8350
10950 @240V (
12000 !
l
VA
AC Output Voltage Min: Nom: Max.l'i
}
t
_
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183 - 208 - 229 Vac
✓
✓
AC Output Voltage Min: Nom: Max't!
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211- 240 - 264 Vac
AC Frequency Min.-Nom.-Max. r"
593 - 60 - 60.5 (with
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setting 57 - 60 -
t
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Max. Continuous Output Current
12.5
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47.5
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21 @ 240\1 i
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GFDI Threshold
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Utility Monitoring, Islanding Protection, Country Configurable
Thresholds
Yes
(
Yes
Maximum DC Power(STC)
4050
A 5100
6750 (
8100
I 10250
13500
15350
W
Transformer less, Ungrounded
j
Yes
Max. Input Voltage
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Soo
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Vdc
Ncm, DC Input Voltage
'
325 @ 208V 1350
@ 240V
f
Vdc
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16.5 @ 208\1 r
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33 @ 208V
Max. Input Currerti�}
9.5
13
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15.5 @ 240E I
18
( 23
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30 -5 @ 240V I
34.5 i
AM
Max. Input Short Circuit Current
45
Adc
Reverse- Polarity Protection
Yes
Ground -Fault Isolation Detection
l
600ks:5enstivity
;
Maximum inverter Efficiency
1 97.7
98.2
1 98.3
98.3
98
98 !
96
%
{)
; 97.5 @ 248\1
1 97 - 208\1'
CEC Weighted Efficiency
( 975
I 98
98 C 240V I
97.5
97.5
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97.5 @ 2401 r
97.5 (
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Nib Power Consumption
< 2.5
< 4 W
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Supported Communication interfaces {
RS485, RS232, Ethernet, ZigBee (optional)
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1EEE1547,
Emissions (
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11 STAS L iii£it .3PE ditf2 SECiIYS .
AC output conduit site / AWG range i
3/4" minimum ; 1C-6 AWG j
3/4" minimum % 8-3 AWG
DC input conduit size / H of strings %
3(4" minimum j 1 -2 strings / 16 -6 AWG }
3/4" minimum / 1 -2 strings
AWG range
I
14 -6 AWG } ,
a
Dimensions with Safety Switch (
l
30.5 x 12.5 x 7.2 / 775 x 315 x 184
30.5 x 12.5 x 10.5 % in j
(HxW%D)
775 x 315),260 1 mm -
Weight with Safety Switch !
51:2 / 23.2 i 54-7/24.7 I
88 .4 140.1 ) lb / kg
Cooping
Noise
Min. -Max. Operating Temperature
Range t
Protection Rating
For ether regional settings please myriad sotarEdge support-
A higher currert source mo{ he used; the inverter will limit iU
ls; Revenue grade inverter PIN: 5E: ,xA- USWONNR2 (fa- 76( w
°l Racid sirutdovrn kit PIN; SE1000- RSD -S1.
-40 version PIN: SExxaxA- USW- "NU4 (for 700W inverte.:S£;
Natural
) convection
Natural Convection j and internal
fan (user
replaceable)
Fans (user replaceable)
<25 <50
-13 to +140 / -25 to +60 (40 to +60 version available'`)
NEMA 3R
the vales st7ted.
solar®
SolarEdge Power Optimizer
Module Add -On For North America
P300 / P400 / P405
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Module level voltage shutr�own for installer and firefighter safety
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USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us
solar ®
j SolarEdge Power Optimizer
I
Module Add -On for North
America
.... ...............................
P300 / P400 / P405
Maximum String Length
;o , $
P300
'' P.400
;;
'" P405
...............................
{for 60 cell modules)
(for 72 & 96-cell
modules)
(for thin film modules)
Parallel Strings of Different Lengths
IIVPUd N�rl,a -s xk, �t_r,.,
n s 3F�z.:. ,�,a. .V, k+c . ,fngtai. a r ...: if�_.r
r
aar` ..a: z , 2�, _
�» ;�
1 x
t" ey r .,rs
.. ;` . a. -. n U.�.k k.�4
t..
Rated .Input DC Power<tl
0
...............300..... 400..... ...................... 405.............
W......
Absolute Maximum Input Voltage
(Voc at lowest temperature)
48 80 125
............................................................... ...............................
Vdc
MPPT Operating Range
8 - 48 8 - 80 12.5 - 105
Vdc
..............
Maximum Short Circuit Current (Isc)
10
Adc
..a....u....... .
Maximum D..Input Current
......................
12.5
......
Adc
Maximum Efficiency j
.............................................................................................................:................................
99.5 ...............................
Wei hted Efficlen
g....._..._.. .�Y...._........._ .............
.............. _ _.....,... _..
. ............................. 98.8 ..........................
.......
Overvoltage Category
II
OUTPUTDURINGO,PERATION #`(POWE
ltjMIZ_ ERCONNECTfbT6, IRA_TING_SOLIARED,GE °,INVERTER) .x ,- :_, ,
, ._=
Maximum Output Current ............. —..
151 Adc
..............I... ..............................
Maximum Output Voltage
60 I 85 Vdc
OUTP.UT,DURINGSTANDBY (POW,ER OPTIMIZER
°iDISCONNECTED }FROM SOLARED;GE INVERTER,OR SOLAREDGE INVERTER OF,F),Y
Safety Output Voltage per Power Optimizer
1
Vdc
GQMPL
� �, °t`+s�_� � - �`�y:,.��w.f <rek;"�#
}`��` s� '� �� °'�
aSTAIVUARD {'%►1YGE'``'����'�a: +� zr �'�,:'''k
�s •_�',"�'���' �`w�.� ,��i.
µ r;, ;,.,.e�'x��;�,a�,'� � ; >F. f.`u,
EMC
FCC Part15 Class B, IEC61b00 6 2, IEC61000 6 3
.... ......................
...
.. .... ..........
Safety
....
IEC62109 -1 (class II safety), UL1741
. -
.Ro HS ........................................ ...............................
............... Yes......... ....... ...............................
}}
IPISTAELAT, ION S ?ECIFICATIOIVS _ , §.f .df
w' .Ha n. _r. ,t $..tn ,.t :, as ,. 1 5.. t
x. ,
Maximum Allowed System Voltage
1000
Vdc
_... _
Pxxx -2 series
....... ...............
141 x 212 x 40.5 / 5,55 x 8.34 x 1.59 ........ ...............................
mm / in
Dimensions (W x L x H)
128 x 152 x 27.5 J 128 x 152 x 35 / 128 x 152 x 48 /
Pxxx S series
.. ...............................
S x 5.97 x 1.08 5 x 5.97 2 1.37 5 x 5,97 x 1.89
.........................................................................,.......... ...............................
mm / in
Pxxx -2 series
950 / 2.1
gr / Ib
Weig t(includingcables)
Pxxx 5 series ....
....•-� • 1 •� . . ,
770 / 1.7 930 2.05 930 / 2.05
gr / Ib
Input Connector
......... ......................:........ . .........._.........
MC4 Compatible
.
Output Wire Type f Connector
................... ..............................
... ............................... ............... ...............................
Double Insulated; C4 Compatible
...........,..................f
Output Wire Length ............................. !
...........0.95 /. 3. 0........... 1.... ..........................1: ?.� 3:9............ - .....:...........
m �??....
Operating Temperature Range .................
.............. -40 -. +85 /: 40 -+ 185.......... ...............................
T/ °F...
I Pxxx -2 senes
IP65.. NEMA4
Protection Rating
Pxxx -5 series
IP68 / NE,MA6P
RelativeHumidit _....._ -.
y
... ...............................
_....... — .............................. ........................
0 11 ......_..._..._ ............ ...............................
%......
t't Rated 5TC power of the module. Module of up to +5 %power tole l nce allowed.
Minimum String Length
8 10
18
Power O timizers
.... ...............................
Maximum String Length
25 251
50
(Power Optimizers) .........................................................................................................
...............................
Maximum Power per String
._... 5250 6000
............... 12750
W
Parallel Strings of Different Lengths
Yesl
or Orientations
........................... ...............................
IO It is no[ allowed to mix P405 with P300/P400/P600/P700 in one string
y
ow
X
� r
i r
i
LA
LA
a
LA
C
I
I
i I
v
gg ti �i
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cn
f C
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r �' rr• 1 ,�� '� "��, r . ro
ru
ce
tr N
a
i
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j m
r
i
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i
ro O
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ro 7 't -p ' [ d _O m u v _
N
cr p
m N 'O
2 N v�
ra I N l T i 70 tl
C r. Ot m U
ro M
O C am+ O in 141 _ Q
N
Yo
C U m m p > w Y O_: N Y
O p ?i O C''i C w '.. , I 7 Y N wO L
V -p ' J rUp
N _ 4/ m •�' i C 7 d rCO YO Q O
-� O cu ?i Y 0 -0 N - of O V
E E _T p, a a u `o 0
° °-' ro :° °- � � 7 ) �, rho ' p N c vi O >
.Q tp f0 ' "� •: 'r� •} C C in E -° 0 N: m N l0 M C
E o f E o -' u �i E' m E cs o v= m o og
N c v o ° N E v s i ° m S m
LY-
-0 T ° o Q 2 T '^ ...Y
..0 m -p D ch C ? L E
( O .O
. Q m O r
n O u E QO , L c.
r
O
s > " =, .... .. ...........
0) iE _
i
`
— 0, — �..
u Y O v i E _C ca-
LA of -C t4 '°
7 m =
m C N
E 7 v 3 -p N 01 Q .- E m
Vi a) O of m Y E >' C . 4' C i
O m C O_i >,' i s O C
l7 N '6C -OO v N' O ~ oCl C
s O ro � c Q O V
o E Q o E
ru
OL
v
® i O �O Q Oy _ U1
d 0
p d' i Ii n i
> r`Ca
Z Oi n —� O E
w > Z LL in � V
In L
V r r r r r r r: r r
i
aterials used for marking
hall be weather resistant.
IFC 605.11.1.1
The markings shall be
of sufficient durability to
thstand the environment
involved. NEC 110.21
0 Combiner Box, Circuits / EMT/ Conduit Combiner Box /
Enclosures Jr Raceways
12i NING:
OTOVOLTAIC
CT PRIOR TO SIDE PANEL
LAR CIRCUIT
PER NEC 690.510
0 Main Service Disconnect
PER NEC 697.14(012] rC E05.11.1.
OC 605,1LI A NEC 697.158 NEC 69753
FER NECG90.1NCr261EC 675.r LI,
OC 605.11.1 d, NEC 69x15 a 64C 690.53
PER NEC 1 m17((j 6OSHA 191& I4SW)
NK 69UI(W), NC 605.5 1.1.4
Labelishall appeal at emy section of the wiring
system that is separated by endasure; wall%
partitions, ceilings or floors. Spacing between
labels not to exceed 10 fern UK
NEC 690.35M
A FV power source shall be labeled at each junction
bon, combiner box or dsmlmeR and device where
energized, ungrounded circuits may be exposed
durug service
NEC 690.40
Where circuits are embedded in build up, laminate
or membrane malmg matedals not covered by PV
modules and associated equipment the location
of the circa itS shag be deary marked.
n WARNING (�
PHOTOVOLTAICIPOWEP.SOURCE
0 Building / Structure
CAIn our
f:
t
_t
140. NEC 69DS 0)
SOLAR DISCONNECT.
PER tTiC (790.14([70L dC 605.113,
6C60S.11.IA NEC 690.15 a tAC 610.53
0 Breaker Panel / Pull Boxes
PER REC 590.$4
PER t0C tim -1101
PER NEC 11037CO60SKA 1916 WS(trll
CAUTION
DO NOT DISCONNECT
UNDER LOAD
u.
n WARNING ���
3
PHOTOVOLTAIC
AC DISCONNECT
WARNING 60
_ - PHOTOVOlTA10 AG DISGONNEGi
0 Inverter
PER WE 6W%Q
0 DC Disconnect / Breaker
/n\ WARNING n
ELECTRICAL SHOCK HAZARD
coE Va�aSi!��u o
nC V OCta G= l5 atYfnYS RRiSF. T
.'ifGl: :OI..�R 1tOnUl.ES
FOR MAKI 6DC eAa PSMM
PER 10C 6975E
PHOTOVOLTAIC
DC DISCONNECT
r
PV SYSTEM DC DISCONNECT
RK 690.51
NEC 690.5(0
IFC 6D5.11.1. IFC 605.11.11A & NEC 690.15
NEC 6%33(E)(1)
A LIM shag appeal on the Utift interact imtttE9
If the equipment is eneiglM from more than one
Interruption Covent- be a type Chat relplbg the use
or be applied by the blstafler near the ground fault
source the disconnecting means must be grouped
of a W to opal Nil be marked -Do Not Disconnect
bldlcator at a visible location.
and identified
Uhler load'.
NEC 690.17(4)
NEC 690.14(OW
NEC 69054
Where all terminals of the dsmrmecting means may be Each photovoltaic sysMn disconnecfug means shag
All interactive system points of vltwcmineCtion
energized in the open pmidon, a uarnblg label shall be
be permanency naked to identify it as a photovohafc
Nish other sources shall be marled at an accessible
mounted o or adiarent to the di CDM*CiiN mevn
Wall drsconnect.
location at the dlstmmectig means as the prover
NEC 11027(0
NEC 690.53
swce and with the rated AC output 011lem and
Entrances to moms or other guarded Laotians that
A pemlanent label for the dredt rerlt PV prnva
the hominA opeatng AC vDI"e.
Contain a posed live pans shall be marked with
solace shall be provided by the installer at the PV
NEC 690.55
conspicuous SvarniRg styes forbldd7g uhhlryarirred
lfiscomlectirg means
PV prover systems enploybg energy storage shall abo
pusom to entec
NEC 69D.16(g)
be marked mth the maximum operating mbage,
OSHA 191 D.145(F)M
Nonload Weak rated d'lscralnet7 mecum shall be '
irldudin9 any equalization vullage and polarity
of the Tutmded cinuil condo=
Wanting tags are used to represent a hazard teeel
marked.
behveen'Caltion' and "Clanger'.
September 9, 2014
Everest Solar Systems, LLC
3809 Ocean Ranch Blvd, Suite 111
Oceanside, CA 92056
Attn: Andy Neshat
RE: CrossRail PV Panel Mounting System Evaluation
To whom it may concern:
CRI40909CA13:I12
moment
ENGINEERING+ DESIGN
"WWW;.:MSEGLIC COM "' ,
Per your request, Moment Engineering + Design has performed a comprehensive structural
analysis of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the
State of California. When installed per the conditions and design criteria described herein, the
CrossRail Solar PV Mounting System is compliant with the sections of the design reference
documents noted below.
Design Reference Documents
0 2013 Triennial Edition of Title 24, California Code of Regulations
Based on 2012 International Building Code & 2012 International Residential Code
o ASCE /SEI 7 -10 - Minimum Design Loadsfor Buildings and Other Structures
0 2010 Aluminum Design Manual, by the Aluminum Association
o Section and materials data provided by Everest Solar Systems
■ Rail section properties appear in Table 37 of this report
Overview
The CrossRail PV -panel roof mounting system consists of extruded aluminum support rails, module
clamps, attachments, and fasteners spanning between points of attachment on an existing roof
structure. Attachment of the CrossRail Mounting System to the existing roof structure shall be the
responsibility of the installer, and should be analyzed by a registered design professional where
required by the local authority having jurisdiction.
Methods & Design Parameters
Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance with
current code requirements to determine allowable rail span lengths, based on assumptions of
single -span conditions and allowable deflection of L /120.
Design wind pressures were determined using Components and Cladding calculations in Chapter
26 -30 of ASCE 7 -10, using the loading parameters listed below. Configurations not conforming to
these parameters will require additional analysis. Calculation of applicable roof snow load should
be based upon ground snow load maps and equations and factors of ASCE 7 -10, Chapter 7 and
applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial
Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow
II omentENGINEERING +DESIGN
10530 Warwick Ave, Suite C5 • Fairfax, VA 22030! Phone: 703 - 998 -2350* Web: www.msegtic.com
b ., , i
CROSSRAIL MOUNTING SYSTEM
CK 140909CA 13:112
Sept 9, 2014 • PAGE 2 OF 3
and wind load determination. Seismic criteria were considered per provisions of ASCE 7 -10
I
Chapter 13 with parameters specified below. While seismic effects did not appear to govern the
capacity of this system, applicable seismic detailing requirements should be satisfied*when installed
per the manufacturer instructions and additional installation notes specified herein.
Loading parameters:
• Ground snow load: Varies
• Ultimate 3- second gust wind speed M = 110 -17(
• Building roof mean height: 30 ft. or less
o Roof wind'pressure region: Zone 1 -Zone 3
o Structural riskcateg6ry:11
o Wind exposure: B, C, D "
• Seismic site class: D
• Seismic design category: A through E
• 0.2s MCER ground motion parameter (Ss): Not to <,
• is MCER ground motion parameter (Si): Not to ex
• Component importance factor (1p): 1.0
o Component acceleration factor, (aP): 1.0 '
• Component response modification factor (RP): 1.f
• Panel orientation: Portrait or Landscape
• Panel installation'angle: Flush with roof slope
I
• Roof slope (0): 0 -7 °, >7 -27 °, >27 -45° "
eed 2.000
ed 1.250 wt
Design Results
The allowable span lengths of the system are principally controlled by applicable' wind '(speed,
exposure, pressure zone) and snow loads to the structure. Refer to the CrossRail span tables in the
appendix to this document for recommended rail configurations based on combinations of these
loading parameters. Note the reaction loads provided in the 'attached tables are only applicable
when used with the span length recommendations provided herein. These reactions may be scaled
linearly when shorter spans ire used.
Installation Notes I
The following guidelines apply to all installations using the CrosslRail product line:
• Tables assume two in I dependent support rails per row with either panel orientation. '
• Maximum end cantilever of aluminum support rail shall not exceed one -third (1/3) of
allowable span in the �roof wind pressure zone tithe cantilever.
' Rails shall be continuous (not spliced) over a minimum of two supports.
• ir,isiallation over roof overhangs or within 10" of any roof edge is not advised.
Observe all local jurisdictional requirements regarding roof setback 'requirements. '
11 omet1t ENGINEERING + DESIGN
10530 Warwick Ave, Suite CS • Fairfax," 22030 • Phone: 703 - 998 -23500 Web: www.mseglic.com
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR 140909CA I J:I 12
Sept 9, 2014 0 PAGE 3 OF 3
Summary
This assessment has provided design validation for code - compliant installations of the CrossRail PV
Mounting system in the State of California. For the configurations and design loadings noted
previously, the attached span tables represent maximum span lengths based on allowable stresses
and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering
support.
This report does not provide analysis of any existing structures, as may be required by the local
authority having jurisdiction.
We appreciate the opportunity to have assisted you with this project. Should you have any further
questions regarding this analysis, please feel free to contact us by phone or email.
Best Regard _ -
ESSIp'
NN R I C Q1, e,
�. �4./
`a \n N0. C60695
Exp. 12-2111 b.
Y
NX
Principal
moment ENGINEERING + DESIGN
snkelleyOrnsegllc.com
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 0 Fairfax, VA 22030 0 Phone: 703 - 998 -23500 Web: www.mseglic.com i
1
r
f'
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909112
APPENDIX: PAGE 13 OF 37
Sept 9, 2014
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.msegllc.com
Table 13: Maximum Span length (in.) - Wind Exposure B Condition
{ "7v
Exposure
Ultimate
Roof Snow Load (psf)
{
B
Wind
Rail Type
wa£,`
Speed, V
0
10
20
30
40
50
r $
m h
12$ ,
. `, ,;114 . -
'96
81.
71
64
a r
110
X48
87
77
68
61
56
52
V
} 4
180,'
124
112 ."
95;
81
71
64
:
sir
115
X48
84.
76
4
68
61
56
52
a,
7.X80
120
111, :
95
_
81.
-
'71
64 `
�,
120
X48
82
75
67
61
56
52
:.
3
+X,80..
113
4: 108 . ;_�
93 =
80,
71,
64 ;
130
X48
77
74
66
61
56
52
-;X80
107
106 .: 92,,
79
,71 ..
64 =,
±°
a
%1.%" y
�1
p
c
140
X48
73
72
65
60
r _
56
52
o
^X80
`° 102
' 102
X91
79
70
64
!- {:
o
150
X48
69
69
64
59
55
52
160
97
97
89
78. -
-
70
63 •''
}
X48
66
6662
5855
52
a
i
"
°X80
97'
97,
�89
�; 78 :
�58
70
63,
pry,
170
X48
66
66
62
55
52'_"
110
X80
: -104
;• 104-
96
81
71
64 `
X48
71
' 71
68
61
56
52
r yr
Av
'Cj
'X80
101
u' 101'
f95-
-81°
'71
64
115
X48
69
69
68
61
56
52
120
'.94
`RI -71
64 `
Hn
X48
67
67
67 _
61
56
52�
130
=
_ X80
X 93
93
X90 - .
, 80
71"
64 ,
LL
�
X48
63
63
63
61
56
52
a
140
X80
88
�60
88
$6
79
71
64
;a p�
X48
60
60
60
56
52�
150
X80 ,
84
84`
82
76
70
64
u
°0
X48
57
57
5757
�55
52�
F ! 7 YF
°X80
80
-
u, 80:; -
78',
73LL
9
63
� ,
160
X48
54
54
54
54
54
52
k�
170
X80 _
80 `
80_ -_
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54
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54
54
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110
X$0, "
: 91
91` "_
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62
62
62
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-
88
88 `:
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79
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:r.
X48
60
60
___.
60
._
60
56
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gx
120
- X80 ;"
� 885
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" 84
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c
—
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81.;
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55
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X801._
`X48
77 ;
77,,. -.:
75'
71
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t
a
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`_ 73 .:.
s`i 73
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70.
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6,4
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1 E ;Jz
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.msegllc.com
it
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909112
APPENDIX: PAGE 14 OF 37
Sept 9, 2014
moment
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703=998!2350 - Web: www.msegllc.com
i
CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX: PAGE 15 OF 37
CR140909112
Sept 9, 2014
Table 15: Maximum Downforce (lb.) - Wind Exposure B Condition
4
A�
Exposure
Ultimate
r,+
Wind
Roof Snow Load (psf)
Rail T e
YP
Speed, V
V , y �' �s °,.. '
(mph)
0
10
20
30
40
50
<br
296
, 392` .
'480
_ 553 ..
633
_ .
704
�r
110
X48
201
_
265
340
417
499
572
'`487 '553 '. 633
704
X48
208
271
348
_
417
499
572
;X80
317
"
499
553:!
"
704 = -=
AA
N
120
X48
216
277
352
417
499
572
3
. 339 427, ! 513 566 633
704
a "5
130
X48
231
293
364
432
499
572
X80 : _
362 450
;, '
534;
582 _.
634 _
704
a
;a
c
140
X48
247
306
377
442
S00
572
�° r,
X80 387 465 557 ` 607 X647
704
0
150
_
X48
262
314
391
453
508
572
`
X80
411
474
574
625 ,
.670 "- 701. `
160
X48µµ
"280
322
400_
464
526
579
gEC
X80 411, - N 474 ; " 574 625 "670
- , 701
e.....
170
X48
280
322
400
464
526
579
ad
µ`
sr "
X80
240
358
480
.' 553
'633
704..',
110
X48
164
244
340
417
499
572
2 N_
115
X80_ .'
250
360 z
;487_
553
633
��.
�; iN
N
X48
171
246
348
417
499
572
R
O f:
N
X80 259 361' 493 ` 5S3 633
704, '
n
,0 �
120
_
X48
177
e _.
247
352
417
499
572
• °X80 279368 497 566 633
704
4e LLO
130
_
X48
189
249
348
432
499
572
`O W
n
140 " °'X80 298 374 '' '499 582._ 634
704.....
a.
¢t
X48
203
255
348
442
500572
'
X$0 319 383 502 :583 647
704
`4
°o
150
X48
216
260
349
438
508
572
160 :X80 339 �. 391µa:" 503 585 660
70_1
X48
229
264
348
432
517
579
r
170 }` X$0 . 339 39f° 503 585. 660
701 _
rr ">
X48
229
264
348
432
_
517
579
;3
110
- :X80
210
313..:
" 440
553
"_ 633
704
r z,
X48
143
213
310
417
499
572 _
n
115
_ 'X80 ,
218
314 ' „
441
540
633
704 .
`
X48
148
214
307
410
499
S72
0
120
X80
224
313 '`a
441
° . ` 526
633
,
„
r�
X48
153
214
304
396
499
_704.
572
5
130
"X80,
` 243_ ��218
j "-326-111%:
- 436
524
'624
" 704'
xZ µ
X48
165
303
389
490
572
`rix
r
140
X80
261
-
�' 327``_
- -
.435
523
X598 .
-
: ' °704,_
C
X48
176
221
302
383
464
572
l i1
150
X80' 277
- 333 -
434
514
_:591
671”
o
X48
190
228
306
384
462
�539�
160
X80
297
;' 342.
438.
; 513_
593
, 657
AM, "
X48
199
230
303
376
450
523
x
170
X80
297
i. 342: ` -
'„ 438
513 ,
`593,
657
'W
X48
199
230
303
376
450
523
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.mseglic.com
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909112
APPENDUL- PAGE.16 OF•37
Sept 9, 2014
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 99812350 - Web: www.msegllc.com
CROSSRAIL MOUNTING SYSTEM EVALUATION
APPENDIX: PAGE 17 OF 37
CR140909112
Sept 9, 2014
Table 17: Maximum Span Length (in.) - Wind Exposure C Condition
Exposure
Ultimate
Wind
Roof Snow Load (psf)
Rail Type
,� re
Speed, V
(m oh)
0
10
20
30
40
50
X80 X113 j 108 93 8Q° . 71
64 ..,
110
X48
77
74
66
61
56
52
o
X80, ..;,
109, , °
107 '
93
-80
71
64.."
115
X48
74
73
65
60
56
52
a,
-'X80 106 105 92 ,79. 71
64
f
N
120
X48
72
72
65
60
56
52
I ,,
. 100 .` ,� 100 " - it 90 78 70" '
64
N
130
u
X48
68
68
63
59
55
52
Kn
QI
a
X80- '95. .. "95 89 77 .; 69
63
140
X48
64
64
62
58
54
51
X80, ``
91 "
91.
!.87
76
68
63
,`.
`
0 0
150
X48
61
61
61
57
54
51
z
X80
87
87'
x,84
75
68
� 62
160
X48
59
59
56
53
50
,.
5 `4
X80 ` 87 : 'i '87',', 84 75 " 68 _
62 ;
170
X48
59
59
59
56
53
50
93= '80--, 71
z 64
i
110
X48
63
63
63
61
56
52
X80 90 90 4.87 80 71
64
115
X48
61
61
61
60
56
52
;a
s '
(U
c
:: `X80 X85 79 71
87 87
64
e a
s
120
X48
59
59
59�
59
56
52
-_X 80
82 �?
82
'. ='81
75
70
64
A
v
H�
130
X48
56
56
56
56
55
52
A0 t
MZ
"" ;53 '..=
`q=
c
140
X48'
53
53
53
53
53
1
"
0
150
75-',, ,'
•75 '
73
69 . `,
b5
62 -,:�
o
X48
51
51
51
51
51
50
x s;
I
160 X80 , 71 : 71 ., 64 66 63
60
X48
48
48
48
48
48
48
#`
see f r
170
X80
73 _
71; _
' 69
66
.63
60
s...
X48
48
48
_
48
48
48 48
48
a 3
110 `X80 ";.. 81 81' -° "i 79' 74'" 70 "
64: ,
X48
55
55
55
55
55
52
tit
b,
115 X80 ;; ' ;.787 • 78.; 7.7 72_',__ ,` 68
64
X48
53
53
53
53
53
52
120
_'X80<'
__
76 ,b
7,6 ,_ :
74
70
66
63
§
°
X48
52
52
52
52
52
51
" °X80 r 72 - 72; • a 70 66." 63
130
60 '
rFSt
X48
49
49
49
49
49
48
e.R
a_
140 X80 68 68 -, 66 ', 63 60-
58
c
X48
46
46
46
46
46
45
r
65 65 } :62 ` 60 57
150 —
55
0
0
—
X48
44
44
44
44
-
44
43
az
-iX80 62 62 59 57 55
160
53
X48
42
42
42
42
41
40
"X8p ,r , 62 62' 59 ;' 5Z 55;a
170 "
53"
=> kar
X48
42
42
42
42
41
40
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 -Web: www.mseg[Ic.com
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909112
APPENDIX: PAGE 18 OF 37
Sept 9, 2014
moment ENGINEERING + DESIGN
10530.Warwick Ave, Suite C5 - Fairfax, VA 22030 = Phone: 703 -998 -2350 - Web: www.msegllt.com
CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX: PAGE 19 OF 37
CR140909112 Sept 9, 2014
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.msegllc.com
Table
19: Maximum
Downforce
(lb.)
-Wind Exposure
C Condition
Exposure
Wind
Roof Snow Load (psf)
C
Rail Type
Speed, V
M
'
m h
0
10
20
30
40
50
X 80,:.,-
427 ` `513 566 " 633-
704
w, a�f,nY
110
°X48
_339
231
293
364
432
499
572
352' : ;{ X442" "'=529 580' .633
-704
N i
115
X48
239
301
370
435
499
572
r
367'i
452.'
$39
',587
- 638
704`
120'X80
X48
249
310
381
446
503
572
#p
X80 396 .468 ° °562 , " ` 609 655 ,
704, '
130
X48
269
318
393
460
515
572
a
X80 ` 428 E 483- ;1591 632 .674
714
140
X48
288
325
412
476
527
578
.;
r.
" "X80 _ 462 502 ; ' 616 657 694.
741
°
o
150
X48
310
337
432
493
551
600
➢ 0_ ;634 683
X80 496 52 725
758 �u
160
J X48
336
353
445
510
565
611
X80_ 496.'sY 520 , ,634 ,> 725'
µ44S
758 •'
170
X48
336
353
_683
510565
611 _
p ,3
2Z9 ° "„ 368 497 566_ . _ 633: _
704
110
X48
189
249
348
432
499
572
t
291 _ 372 495 ,' 580. 633
704
115
X48
197
252
347
435
499
572
c
X80 - '301 374 -_ :498 587 � ��. 638
704
a
N
120
X48
_ 204
_ 254
_ 346
438
503
572
A
(U
3
q
130 , 384. ' - 1505 585 '655
704
ytg:;
4 W d
X48
222
262
349
437
515
572 _
o
.X80 351 �' 397, x505 591 : 654
—� �"
714,
-p
c
140
X48
239
269
352
435
518
578
�, X80, 381 (,`.414, i5,17' 596':; 663
7291 :
x �4 fij
0
150
X48
259
281
361
441
520
588
a
z
X80 405 425_ 601," 672
160
"- 73_4_
r *>
X48
274
287
362
437
512
587
r
` 405
-
425 �,
X520
601
.` 672
734
fa
170
X48
274
287
362
437
512
587 _.
o ;
M �
320
!'1436
-t24,'
624 i
::.704 .'
a
110
X48
165
218
303
389
490
572
115
X80
252
r
322'
;,438
..;522 `;
606 ,
704 .:
X48
171
219
302
384
472
572
^�
c
263 327- 1434 520 593 ":
-. 693"
0
120
X48
180
224
305
386
467
561
130
`'X80:
,437
515
° 590'-
660
X48
194
229
306
382
459
528
140
X80
306'
345t
439
517
586
v
X48
207
234
306
377
449
510
150
359
439
518.
581
647 `-
mk,a�
0
X48
224
243
311
380
449
506
`
X80 - `: 353 371. X445 519 587
s x
160
_. -.- =— .
X48
239
251
__._.
317
_.. �_—
382
437
489
e
353 3! 371 : X445 519 , . • :,587-
170
648
X48
239
251
317
382
437
W 489
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.msegllc.com
CROSSRAIL MOUNTING SYSTEM EVALUATION APPENDIX: PAGE 20 OF 37
CR140909112 j Sept% 2014
moment ENGINEERING +DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 99812350 - Web: www.msegllc.com
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909112
APPENDIX: PAGE 21 OF 37
Sept 9, 2014
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.msegllc.com
Table 21: Maximum Span Length (in.) - Wind Exposure D Condition
Exposure
Ultimate
Wind
Roof Snow Load (PA
Rail Type
Speed, V
(m oh)
0
10
20
30
40
50
xy
79
�60
71u
64 `
S-
110
X48
72
72�
65
56
52
X80
103
103
I.91
g '
115
X48
70
70
64
59
55
52
100
100 < r
90
78
' 70
64
0
120
X48
68
6i
59
55
52
N
94
88
77 '
69
63
N
130
X48
_94
64
64
62
57
54
51
a
X80 _
.89
+ 89''
x:87
76
68 �
162 s
€ -
x,
140
X48
61
61
60
56
53
50
„.
r,
0
150
X48
58
58
58
55
52
50
i
o
ii 8, 0
73 '
66:,
61' ..
160
X48
55
55
_
55
54
52
49
�*r
"XI 1 syX
X80 ..
-: A 80
73
66
- 61,
170
X48 _.
_82
55
_
55
55
54
52
�49
v�
A k
106"
+',� ; :106'_,
92
�_. 79
71
,64 • ,�
r�
110
X48
72
72
65
60
56
52
H
°_
"X80 •
85
85 '
= 83
77
70 •
64"
N
115
X48
57
57
57
57
55
52
"~
:X80.•'
82
82
80.
' "' 75 _
_70
64 -=
o
120
X48
56
56
56
56
55
52
d
fi0�x
X80
78
'� 78,E
76
X71
67 -
63 . :'-
`
130
X48
53
53
53
53
53
51 _
i OP
a'
X80•
74 '
.74:
"'72
= `68
64 .: .
62..: ,
140
X48
50
50
50
50
50
49
X80
70
70 '
: 68 .
65
..:.:
62'
59
a �
3
0
o
150
X48
48
48
48
48
48
47
67
67'
65
62 _
59 .
160'X80
�,.
_
r
X48
46
46
46
46
45
44
170
X80 °' _
,, 67
67
62
S9
57
{ g '•
_
X48
46
46
46
46
45
44
X80
76
76 ,
= 74
70 =
66 ' ` F ..
63
110
X48
52
52
52
52
52
51
* '
115
X80•
74
'74
p,72
68
65
62'
X48
50
50
50
50
50
49
120
72'-
• .72
,� i0
-66�^
63 ..:_
60'
^
x
0
X48
49
49
49
49
49
48
'
130
)(80
68 ,
. > 68 ; -.:
- 65 �
- 62
60 , <
57:.:
..
X48
46
46
46
46
46
45
140
'.'64
62 59
S7
55
X48
44
44
44
44
43
42
& 4
c
150
z.6L'l
58
56
54
52
il W `
p
0
X48
42
42
42
41
40
40
cc
160
X80
59'
t +,`` 57
r 55
53
Sl'
S0
�b
X48
40
40
39
39
38
38
M
170
X80 •
59
ji" : 57.. .,
r 55
s .53
51
50
�
X48
40
40
39
39
38
38
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.msegllc.com
CM)%RM MDON'[ING SV5r M EYAWA7IOx
CR140909112
APPENDOM PAGE 22 OF 37
moment ENGINEERING +'DESIGN
10530 Warwick Ave, Suite C5 - Fairfax; VA 22030 - Phone: 703-998j2350 -.Web: www.msegllc.com
Sept 9, 2014
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909I12
APPENDIX: PAGE 23 OF 37
Sept9,2014
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.mseglic.com
Table 23: Maximum Downforce fib.) - Wind Exposure D Condition
Exposure
D
Ultimate
Wind
Speed, V
Rail Type
Roof Snow
Load (psf)
(mph)
0
10
20
30
40
50
X80
365
455
538
586
637
704
110
X48 248 309 380 445 503
572
115
X80
383
463
551
602
643
704
X48
260
315
388
450
505
572
120
X80
X48
399
272
470
320
564
395
610
462
657
516
704
572
a)
i0
X80
431
484
591
637
678
718
3
a
130
X48
294
330
416
471
531
S81
X80 465 501 626 665 701
736
140
X48
319
343
431
490
547
594
3
0
CrI
X80
503
522
640
686
725
768
150 X48 343 356 447 510 563
619
X80 545 549 660 717 751
789
160
X48 366 368 454 530 592
634
X80
545
549
660
717
751
789
170
X48
366
368
454
530
592
634
110
X80
300
373
497
586
637
704
X48 203 253 345 437 503
572
115
X80
316
382
503
587
643
704
r4
O
~
n
n
U.
0
0
N
c_
X48
212
256
345
434
505
572
X80 328 386 501 587 657
704
120
X48 224 263 351 438 516
572
X80 358 402 510 587 659
130
718
X48 243 273 356 438 521
581
140 X80 387 417 518 595 660
736
X48
261
281
360
438
516
582
3
0
150
X80
414
430
524
602
671
731
X48 284 295 370 445 520
582
160 X80 445 448 537 609 671
737
X48
306
308
380
452
512
569
170
X80
445
448
537
609
671
737
X48
306
308
380
452
512
569
110
X80
262
326
433
519
592
693
X48 179 223 304 386 467
561
115
X80
275
333
436
518
597
682
m
X48
186
225
303
381
459
539
120
X80
288
339
439
516
591
660
c
N
X48
196
230
307
383
460
528
130
X80
312
350
436
513
590
649
X48
211
237
309
380
452
513
a
140
X80
335
360
446
516
588
653
X48
230
248
316
385
443
499
3
0
C
150
X80
367
375
447
519
585
644
X48 248 258 324 380 433
496
160 X80 392 382 454 520 580
647
X48
266
268
322
383
432
492
170
X80
392
382
454
520
580
647
X48
266
268
322
383
432
492
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703 - 998 -2350 - Web: www.mseglic.com
CROSSRAIL MOUNTING SYSTEM EVALUATION
i
APPENDIX: PAGE 24 OF 37
CR140909112
Sept 9, 2014
j
Table 24: Maximum Shear (lb.) - Wind Exposure D Condition
Exposure
Ultimate
Wind
RaiH
Roof now Load (psf)
Speed, V
0
10
20i
30
40
50
fm ph)
110
X80
29
132
204
252
295
328
X48
20
90
144
191
233
267
X80
28
128
202
252
291
328
115
X48
19
87
142
188
229
267
120
X80
27
124
199
248
291
328
r0
X48
19
85
140
188
229
267
X80
26
117
195
245
287
323
N
130
w
X48
17
80
137
182
224
261
..
X80
24
111
193
242
283
318
140
X48
17
76
133
178
220
256
3.
1
X80
23
106
184
236
278
318
0 0
150
X48
16
72
128
175
216
256
X80
22
102
177,
233
274
313
160
X48
15
68
122
172
216
251
170
X80
22
102
177
233
274
313
X48
15
68
122
172
216
251
I
110
X80
24
108
188,
252
295
328
X48
16
73
131
188
233
267
115
X80
23
106
184
245
291
328
N
-
X48
16
71
126
182
229
267
O
C'I
F-
X80
22
102
177,
239
291
328
n°i'
120
i
X48
15
70
124
178
229
267
A
LA
(v
X80
21
97
168,
226
278
323
LL
O.
a
130
X48
14
66
117.
169
220
261
O
a
X80
20
92
159,
217
266
318
oC
v
140
X48
14
62
111
159
208
251
X80
19
87
151
207
258
302
0 0
150
X48
13
60
106
153
199
241
X80
18
83
144;
197
245
292
160
X48
13
57
102
147
187
226
170
X80
'18
83
144,
197
245
292
X48
13
57
102
147
187
226
323
X80
21.
95
164,1
223
274
110
X48
14
65
115'
216
261
X80
20
92
159
217
270
318
115
X48
14
62
111
159
208
251
m
X80
20
90
1551
210
262
308
,0 �
120
X48
13
61
109,
156
204
246
X80
19
85
144
197
249
292
3
130
X48
13.
57,
102
147
191
231
a
X80
17
80.
137
188
237
282
140 _
c.
X48
12
55
97;
140
179
215
X80
17
76
124
178
224
267
0
150
X48
11
52
93
131
166
205
X80
16
.71
122'
169
212
256
160
X48
11
50
86
124
158
195
X80
16.
'71
1225
169
212
256
170
X48
11
50
864,
124
158
195
moment ENGINEERING ,+ DESIGN
' 1
10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703-998j2350 - Web: www.mseglic.com
I I
I
I
CROSSRAIL MOUNTING SYSTEM EVALUATION
CR140909112
Table 37: CrossRall Section Properties
X48
XBO
(unit)
"Crosi56ctional'Area(A),-,�, �0;71130—.
0:7770
(inAZ),
Moments of Interia:
x 6.2618-
6`8000
6
Secondary (1y) 0.2306
0.1970
(inA4)
Section Modulii:
Principa,((Sx),
0.kW -
jh A 3),,:
Secondary (Sy) 0.2966
0.2514
(inA3)
Material: AL EN AW 6063-T66
AL 6005A -T61
AL 6005 T5
AL 6061-T6
Note: Material selection is region dependent.
Analysis based on worst-case.
APPENDIX: PAGE 37 OF 37
Sept 9,2014
moment ENGINEERING + DESIGN
10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.mseglic.com
ns,,w
solar,'
Technical Note — SolarEdge Fixed String Voltage, Concept of Operation — 9/2012
Technical (Vote
SolarEdge Fixed String
Voltage,
Concept of operation
The SolarEdge system maintains a fixed string voltage regardless of string
characteristics and environmental conditions. This application note details the
concept of operation of the SolarEdge fixed string voltage and its benefits.
Concept of Operation
The SolarEdge power optimizer is a DC -DC power optimizer integrated into each module, replacing the
junction box. The power optimizers, using an input control loop, perform per module MPPT and enable
performance monitoring of each module. In an independent process, the power optimizers enable the
inverter to automatically maintain a fixed string voltage, at the optimal point for DC -AC conversion by
the inverter, regardless of string length and individual module performance.
The operating principles of the SolarEdge system are illustrated in the following example which
examines a system's behavior under varying conditions.
The example system consists of 10 20OW modules. Each module has a power optimizer connected to it,
which is essentially a DC /DC buck -boost converter with an MPPT controller. The power optimizers are
serially- connected to form a string; multiple strings can be connected in parallel to the same input of the
SolarEdge inverter. The SolarEdge inverter is a single stage current source — it continuously adapts the
current it draws from the PV array in order to keep the input voltage constant.
The SolarEdge power optimizer is highly efficient, maintaining over 98.8% weighted conversion
efficiency over a wide range of conditions. However, for calculation simplicity, we assume 100% power
optimizer efficiency in this example.
Scenario 1 — Ideal Conditions: Initially, we assume that all the modules are exposed to full irradiance
witheach providing 20OW of power. The power output of each solar module is maintained at the
module's maximum power point by an input control loop within the corresponding power optimizer.
This MPP loop dictates to the power optimizer an input current I,,, and input voltage V;,, that ensures the
transfer of the entire 20OW from the module to the DC bus. We assume an MPP voltage for each
module (given perfectly matched modules for demonstration purposes) of Vmpp = 32V. This means the
input voltage to the power optimizer is 32V, and the input current is 200W/32V = 6.25A. The input
voltage to the inverter is controlled by a separate feedback loop. For simplicity, in this example the
inverter requires a constant 350V. Since there are ten serially - connected modules, each providing 200W,
the input current to the inverter is 2000W/350V = 53A. Thus, the DC bus current flowing through each
of the power optimizers must be 53A. This means that each power optimizer in this example provides
an output voltage of 200W/5.7A = 35V. In this case, the power optimizers are acting as up converters,
converting the 32V input voltage to the target 35V output voltage.
The various system currents and voltages in this case are illustrated in Figure 1.
solar - ..1 i
Tet:hnlca Note –
1 SolarEdge Fixed String Voltage, Concept of Operation – 912012
– - -
5.7A
t.
Input voltage (regulated by loop) = 350V'
E r Input current = 200OW J 350V = 5,7A
KL
i
N'. ■ MPP Voltage (example)i 32V
MPP Current - 20OW / 32V 6.25A
51A
c'�f Ili.,.. • Module Power = 20OW
CD h • Total System_ Power= 2000W
Figure 1: Operation under Ideal Conditions
Scenario 2- Partial Shading: Next, we assume module #9 is shaded and consequently produces only
80W of power. The other modules are not shaded and each module still produces 20OW of power. The
power optimizer of the�shaded 'module maintains its module at its maximum power point, which is now
lowered due'to the shading. Assuming Vmpp = 28V, the module current is 80W/28V = 2.86A. The total
power produced by the string is now 9 *200W +80W = 1880W. Since the inverter still needs to maintain
an input voltage of 350V, the input current to the inverter will now tie 1880W/350V = 5.37A. This means
that the DC bus current must be 5.37A. Therefore, the power optimizers of the 9 un- shaded modules
will have an output voltage of 200W/5.37A = 37.2V.
In contrast, the power optimizer attached to the shaded module will output 80W/5:37A = 14.9V. The
input,to.the inverter can be obtained by summing 9 modules providing 37.2V and•1 module providing
14.9V, adding up to 350V, as required by the inverter. In this scenario, the 9,power optimizers producing
20OW INCREASE.their output voltage,, compared to the no- shading scenario, in order to:compensate.for
the voltage drop of the shaded module.
The various system currents and voltages in this case are illustrated in Figure 2.
_4 53iA
N :'t t 37.2171—
Input voltage (regulated by loop) - 350V ,
0 2 2 i ■ Input current 188OW / 350V 5.3M
._.. _4
I
,: t ■ MPP Voltage (example) = 32V
'■ MPP Current ='200W % 32V = 6.25A
•Output voltage:' 200W 15:37A 37,2V
9 #� ■ MPP Voltage (example) 28v
°w f • •MPP Current = 80V1 / 28V = 2.86A
5:37
I
■ Output voltage = 80W / 5.37A = .14.9V
7.
° 3
10 >
' ■ Total System Power= 1880W. .
Figure 2: Operation with Partial Shading
I
I
�I
II i
solar,3',�g'
Technical Note — SolarEdge Fixed String Voltage, Concept of Operation — 912012
As demonstrated by this example, each module operating at its maximum power point, regardless of
operating conditions.
A comparison of the system operation in both scenarios can be seen in Figure 3. Note that both up and
down DC /DC conversion are automatically used, depending on environmental conditions.
c
9
0
N
O
O
N
O
O
N
Ideal Conditions
Partial Shading
Figure 3: Scenario Comparison
Fixed String Voltage Benefits
The fixed string voltage maintained by SolarEdge power optimizers provide multiple benefits:
• Flexible Design — mismatched modules can be serially - connected in a string. The number of
modules in a single string is not dependant on module output voltage and therefore a wide
string length range is permitted'.
• High Inverter Efficiency and Reliability — the SolarEdge inverter components work at a fixed
voltage, operating under less stress. The inverter always operates at a voltage that enables
optimal DC -AC inversion efficiency, independent of string length or environmental conditions.
• Reduced Installation Cost - longer strings, lower BoS element count and installation cost and
labor.
• Temperature Indifference - the SolarEdge fixed string voltage completely removes the
temperature constraints which strongly limit string length in traditional systems.
• Improved Safety - all power optimizers start up in "safety 1V output" mode until the power
optimizers are connected to a functioning SolarEdge inverter. Additionally, in the event of a grid
power shutdown, the modules immediately stop producing power and revert to this mode.
' For full string sizing calculations refer to "Application Note, SolarEdge String Sizing' on the SolarEdge website
CUPERTINO
Address t
PURPOSE
SMOKE 0 CARBON MONOXIDE ALARMS
OWNER CERTIFICATE OF COMPLIANCE
COMMUNITY DEVELOPMENT DEPARTMENT ° BUILDING DIVISION
10300 TORRE AVENUE ° CUPERTINO, CA 95014 -3255
(408) 777 -3228 ° FAX (408) 777 -3333 ° building acupertino.org
?N WA
t .x
qg i t f Permit No. 1,5 I l g
( I # of Alarms Smoke: 6 Carbon Monoxide: �°
PERMIT CANNOT BE FINAI,ED AND COMPLETED UNTIL THIS CERTIFICATE
FIAS .BE.EN 8919N—L- 2 AND RMItNED_ TO THE BUILDING DIVISION
This affidavit is a self - certification for the installation of all required Smoke and Carbon Monoxide Alarms for
compliance with 2013 CRC Section R314, 2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for
inspections are required.
GENERAL INFORMATION
Existing single- family and multi- family dwellings shall be provided with Smoke Alarms and Carbon
Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds
$1000.00, CRC Section R314 and CBC Sections 907.2.11.5 and 420.6 require that Smoke Alarms and /or Carbon
Monoxide Alarms be installed in the following locations:
AREA
SMOKE ALARM
CO ALARM
Outside of each separate sleeping area in the immediate vicinity of the
bedroom(s)
X
X
On every level of a dwelling unit including basements
X
X
Within each sleeping room
X
Carbon Monoxide alarms are not required in dwellings which do not contain fuel- burning appliances and that
do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with
CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal.
Power Supply: In dwelling units with no commercial power supply, alarm(s) may be solely battery operated.
In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do
not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl
space. Refer to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical permit is required for
alarms which must be connected to the building wiring.
As owner of the above - referenced property, I hereby certify that the alarm(s) referenced above hasihave been
installed in accordance with the manufacturer's instructions and in compliance with the California Building
and Califon-ua Residential Codes. The alarms have been tested and are operational, as of the date signed
below.
I have read and agree to comply with the teLaw end conditions of this statement
Cs� r,0f far 0Wner-Agenfs) Name:
`v lPOJ I5�'lf'C �•� F'f { rT
Si nafUre.. � .. ........................................ ............................... pate: ...�./ (
Conn 66PN6me:
toy
-
,,,_.. -. , ..................................... Li _ c :?..... ............................,.. Date: ...................
Smoke and CO form.doc revised, 03118114
CUPERTINO
Owner Name .
WATER - CONSERVING PLUMBING FIXTURES
OWNER CERTIFICATE OF COMPLIANCE
COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255
777 -3228 • FAX (408) 777 -3333 • building(a.cupertino.org
Address
1. Is your real property a registered historical site?
❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form.
6KNo Go to Question 2.
2. Does your real property have a licensed plumber certifying that, due to the age or configuration of the property or its
plumbing, installation of water - conserving plumbing fixtures is not technically feasible?
❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply.
❑ The licensed plumber's certification has been provided to the Building Division.
Skip the rest of the form and sign bottom of form.
)P�No Go to Question 3.
3. Is water service permanently disconnected for your building?
❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form.
U! No Go to Question 4.
4. Is your real property built and available for use or occupancy on or before January 1, 1994?
❑ No My real property is built and available for use or occupancy after January 1, 1994.
K YCivil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form.
es My real property is built and available for use or occupancy on or before January 1, 1994.
Civil Code Sections 1101.1 through 1101.8 apply. Check one of the three following statements and sign
bottom of form..
Please check ONE of the following:
My property is a single-family residential real property. See Civil Code Section 1101.4.
On and after January 1, 2014, building alterations or improvements shall require all non - compliant plumbing fixtures
to be replaced with water - conserving plumbing fixtures throughout the building. On or before January 1, 2017, all non-
compliant plumbing fixtures shall be replaced with water - conserving plumbing fixtures (regardless of whether
property undergoes alterations or improvements).
❑ My property is a multifamily residential real property. See Civil Code Section 1101.5.
On and after January 1, 2014, specified building alterations or improvements shall require non- compliant
plumbing fixtures to be replaced with water - conserving plumbing fixtures.
On or before January 1, 2019, all non - compliant plumbing fixtures shall be replaced with water -
conserving plumbing fixtures throughout the building (regardless of whether property undergoes alterations or
improvements).
❑ My property is a commercial real property. See Civil Code Section 1101.5.
On and after January 1, 2014, specified building alterations or improvements shall require non- compliant
plumbing fixtures to be replaced with water - conserving plumbing fixtures.
On or before January 1, 2019, all non - compliant plumbing fixtures shall be replaced with water- conserving
plumbing fixtures throughout the building (regardless of whether property undergoes alterations or improvements).
I, as the-owner or owner's agent of this property, certify under penalty of perjury that non - compliant plumbing fixtures will be
replaced prior to date specified above with water- conserving plumbing fixtures in accordance with Civil Code Sections 1101.1
through 1101.8, the current California Plumbing Code and California Green Building Standards Code, and manufacturer's
installation requirements, and that the water- n i rvin umbing fixtures comply with the requirements as indicated in the
table on the following page.
Owner or Owner Agent's Signature: - Date: :2_0 Ila
Upon completing and signing this Certificate, please return it to the Building Division in order to final your building permit
SB407 2015.doc revised 08126115
"t BUILDING PERAU
CERTIFICATE iQAS BI
]BE »AL; AND COWLETE [1N'1('1L THIS
P__ A3�TDTiJIINEDTO THE Yi Q: DTVISI[fll!`
1. If the existing plumbing tixture water usage/tlow rate is equal to or lower than the figure snown, it is not requirea to tie upgraaea.
a
SB407 2015.doc revised 08126115
Non- Compliant
Water-Conserving Plumbing Fixture
Fixture
(Fixture Complying with Current!Code Applicable to New Construction)
—Plumbing
Maximum Water Usage/Flow Rate
Fixture Type
Water Usage
2013 CPC Ch. 4
2013 CPC Ch. 4
2013 CPC Ch. 4
/Flow Rate
2013 CALGreen Div. 4.3
2013 CALGreen Div. 4.3
2013 CALGreen Div. 5.3
Single- Family
Multi - Family
Commercial
Residential
Residential
Water Closets
Exceed 1.6
Single flush toilets: 1.28 gallons /flush
(Toilets)
Gallons /flush
Dual flush toilets: 1.28 gallons /flush effective flush volume (the composite,
average flush volume of two reduced flushes and one full flush
Urinals
Exceed 1.0
0.5 gallons /flush
Gallons /flush
Showerheads
Exceed 2.5
210 gallons per minute @ 80 psi. Alsolcertified to the performance criteria'of
gallons per minute
U.S. EPA WaterSense Specification for Showerheads
(A hand -held shower is considered a showerhead.)
For multiple showerheads serving one' shower, the combined flow rate of all
showerheads and /or other shower outlets controlled by a single valve shall not
exceed 2.0 gallons per minute @ 80 psi, or the shower shall be designed to
allow only one shower outlet to be in operation at a time.
Faucets —
Exceed 2.2 gallons
Maximum 1.5 gallons per
Within units:
0.5 gallons per minute @ 60
Lavatory
per minute
minute @ 60 psi; minimum
Maximum 1.5 gallons
psi
Faucets
0'8 gallons per minute @
per minute @ 60 psi;
20 psi
minimum 0.8 gallons
per minute @ 20 psi
In common and public
use areas: 0.5 gallons
per minute @ 60 psi
1.8 gallons per minute
60 psi
Faucets—
Exceed 2.2 gallons
148 gallons per minute @
1.8 gallons.per minute
1.8 gallons per minute @ 60
Kitchen
per minute
60 psi
@ 60 psi
psi
Faucets
May temporarilyincrease
May temporarily
up to 2.2 gallons per
increase, up to 2.2
minute @ 60 psi, and must
gallons per minute @
default to maximum
60 psi, and must
1!.8 gallons per minute @
default to maximum
60 psi
1.8 gallons per minute
Where faucets meeting
@ 60 psi
the above are unavailable,
Where faucets meeting
aerators or other means
the above are
may be used to achieve
unavailable, aerators or
reduction.
other means may be
used to achieve
reduction.
1. If the existing plumbing tixture water usage/tlow rate is equal to or lower than the figure snown, it is not requirea to tie upgraaea.
a
SB407 2015.doc revised 08126115