13-1187 (SOL)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
13-00001187
53440 AVENIDA
774-071-010-15
SOLAR
4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
JUAREZ ALEXANDER WILLIE J
-000000- ? 53440 AVENIDA JUAREZ
LA QUINTA, CA 92253
COVE RESIDENTIAL
. 30000
Contractor:
Applicant: Architect or Engineer: VERENGO . INC
20285 S. WESTERN AVE, STE#200 D TORRANCE, CA 90501
q(310)803-9053
106 OCT 201390Lic. No.: 935263
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 Professionals Code, and my License is in full force and effect.
_ I License Class: B -C10 License No.: 935263
Y Date: in -`D _l Contractor:
l_ OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury th t I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
1 _ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
( ) I am exempt under Sec. , B.&P.C. for this reason
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:.
LQPERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 10/10/13
_J ------------------------------------------
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued.
_ 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:
Carrier STARR INDEMNITY Policy Number WC58338700
I certify that, in the performance of the work for which this permit is issued, I shall not employ any
person in any manner so as to become subject to the workers'. compensation laws of California,
and agree that, if I should become subject to the workers' compensation provisions of Section
3700 of the Labor Code, I shall forthwith comply with those provisions.
io'lo
Date: _( Applicant: n
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this application.
1 . Each person upon whose behalf this application is made, each person at whose request and for
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to iIding construction, and hereby authorize representatives
of this county to enter upon the above-mentioned prop rt for inspection purposes.
Date: ��` 0 ..1 J Signature (Applicant or Agent):
Application Number . . . . . 13-00001187
Permit ELECTRICAL 2013
Additional desc .
Permit Fee 23.83 Plan Check Fee
.00
Issue Date . . . . Valuation
0
Expiration Date 4/08/14
Qty Unit Charge Per
Extension
1.00 23.8300 LS ELEC DEVICES, FIRST 20
----------------------
23.83
------------------------------------------------------
Special Notes and Comments
7.4kW SOLAR ARRAY - (30) 245W YUNGLI
PANELS W/ (1) PVI -6000 POWER ONE
INVERTER [510SF] 2010 CALIFORNIA
ELECTRICAL CODE.
October 7, 2013 2:56:39 PM AORTEGA
-----------------_-_---------------------------------------
Other Fees . . . . . . . BLDG STDS ADMIN.(SB1473)
2.00 _
PLAN CHECK, ELECTRICAL
23.83 .
PERMIT ISSUANCE M/P/E
90.57
Fee summary Charged Paid Credited
------------------------------
Due
---------------------------
Permit Fee Total 23.83 .00 .00
23.83
Plan Check Total .00 .00 .00
.00
Other Fee Total 116.40 .00 .00
116.40
Grand Total 140.23 .00 .00
140.23
LQPERMIT I
Bin #
Submittal
City of La Quinta
Building &r Safety Division
Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit.#P.O.
�L -I
Project Address: S3 7'fO
� V,61 vAv- z—
Owner's Name: e Ca t -
J �(1
A. P. Number:
Address: 510
nGtZ
Legal Description:
, �� G
City, ST, Zip: La Oaf nJ-m
Contractor:
C
Telephone: —/�
»s
Move=
Address: 02 .
Ar-
Project Description:
U
,
City, ST, Zip: 7-T-ayei
Plan Check Balance
Telephone: 3[0 X63-
Title 24 Cala.
.!<>. :...::..:.::::::::.,:.,:..; ::»:.;:,.
•.f".. :... ....
We
State Lic. # : 3
City Lie. #•: 6!0
Arch., Engr., Designer:
Flood plain plan
�Q
Address:
Mechanical
City., ST, Zip:
god Review, ready for corrections/issue
Telephone
77 ...........................
Construction Type: Occupancy:
State Lie. #
Project type (circle one) New Add'n
Alter Repair Demo
Name of Contact Person:
S
Sq. Ft.:
#Stories:
#Units:
Telephone #,of Contact Person: -7
- '411
Estimated Value of Project: 0
QC)
I APPLICANT: DO NOT WRITE BELOW THIS LINE
H
Submittal
Req'd
Rec'd
TRACKING
PERMIT FEES
3
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Cluck Deposit
Truss Cala.
Called Contact Person
Plan Check Balance
Title 24 Cala.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
god Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Decd
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN I10USE:
'"' Review, ready for correctio issue
Developer Impact Fee
—Plannin2a
-abed Contact-- o
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
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U.S. Soccer Powered by Yingli Solar
COMPANY
Yingli Green Energy (NYSE:YGE) is one of the world's largest fully
vertically integrated PV manufacturers. With over 3.6 GW of modules
installed globally, we are a leading solar energy company built upon
proven product reliability and sustainable performance. Founded in
1998, Yingli Green Energy serves customers through our U.S. subsidiary,
Yingli Americas, co -headquartered in New York and San Francisco.
We are the first renewable energy company to sponsor the U.S..National
Soccer teams and the FIFA World Cup'".
PERFORMANCE
- Industry leading in-house manufacturing of polysilicon, ingots,
wafers, cells and modules ensures tight control of our material
and production quality.
High performance, multicrystaIline solar cells deliver a module series
efficiency of up to 15.0%, reducing installation costs and maximizing
the kWh output per unit area.
Tight positive power tolerance of -OW to +5W ensures modules
are delivered at or above rated power, improving system performance
through the reduction of module mismatch loss.
QUALITY & RELIABILITY
Robust, corrosion resistant aluminum frame independently tested
to withstand wind and snow loads of up to 50 psf and 113 psf,
respectively, ensuring mechanical stability..
Manufacturing facility certified to IS09001 Quality Management
System standards.
Module packaging optimized to protect product during
transportation and minimize on-site waste.
WARRANTIES
Leading limited power warranty* ensures 91.2% of rated power for
10 years, and 80.7% of rated power for 25 years.
10 -year limited product warranty.
• In compliance with our warranty terms and conditions.
QUALIFICATIONS & CERTIFICATES
UL 1703 and ULC 1703, UL Fire Safety Class C, CEC, FSEC, ISO 9001:2008,
ISO 14001:2004, BS OHSAS 18001:2007, SA8000
�1
C LO US 1. :A CERT! �•� ;O;'
LISTED
(FHOTOVoITAIc MCOUIEIe
4400
YINGLISOLAR.COIANS I Yingli Americas
Renowablo Energy Solutions
AURORA,.
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Hardware Specifications.Smart Synch;
Hardware Component Description
Radio Control Module Board (RCM) 32-bit ARM processor, 256K RAM, 512K flash
Capacitor Storage Bank (CSB) Supplies peak power for data transmissions and all functions during
power outages - no batteries required
GSM/GPRS Modem
ZigBee Transceiver
Badger ORION Receiver
Internal Antenna
Temperature Ranges
Operating: [-40°C, +85°C]
Transmission (wireless): [-40°C, +85°C].
GSM modem communicates with head -end using GPRS and SMS services
Wireless component for in -premise two-way communications
Wireless component for receiving gas and water reads
Flexible dual frequency GSM antenna for the modem
Humidity Range
0% to 95% non -condensing
Accuracy
Meets ANSI 12.20 for accuracy class 0.5%
Supported reefer Forms
Class 20: 3S, 4S
Class 100: 1 S
Class 200: 2S, 12S, 25S
Class 320: 2S
With Disconnect.
Class 100: IS
Class 200: 2S, 12S, 25S
Class 320: 25S
Regulatory 8, Industry Certifications
FCC Part 15 Class B
ANSI C37.90.1 - 1989: Surge Withstand Capability (SWC)
ANSI C12.20 (Class 0.5) - 1998
PTCRB Certified
Measurement Canada.Certified
Network Carrier Certified
Input/Output Signal or Interface Definition/Values
Module Power Input Voltage
Meter Serial Interface
120 - 240 VAC
3.3V / TTL compatible asynchronous
Integration
The SmartMeter module is a fully integrated, under -the -cover option inside the 1-210+c meter. The 1-210+c SmartMeter
is shipped as one complete unit, ready for field deployment.
Version and Compatibility Information
1-210+c Meter Hardware: Supported meter forms, classes, and types, equipped with battery
1-210+c Meter Firmware: Latest fully supported
SmartModule: 1-210+c GPRS SmartMeter Module
SmartSynch TMS: Version 6.0 or'higher
About SmartSynch: Headquartered in Jackson, Miss., SmartSynch has been developing successful Smart Grid Intelligence
solutions for the utility industry since 2000. The company's clean -tech innovations in the two-way delivery of real-time energy usage
data over cellular networks (AT&T. Rogers, etc.), in lieu of private network build -outs, have to date simplified SmartMeter deployments
for 150 major North American utilities, while enabling green -energy initiatives and delivering significantly higher Returns on Resources.
Unlike proprietary, closed -architecture solutions, SmartSynch's SmortMeters represent future -proof investments in technology. The
standards-based IP connectivity enabled in every SmartMeter deployed makes them adaptable and remotely upgradable to support
today's sensor and communications needs, as well as tomorrow'sopportunities, better than any alternative.
fiff KF?AL,OY�
Page 2P.. PVC Electrical Conduit Fittings, Outlet Boxes, and Covers
Junction Boxes - 4x4x2 & 4x4x4 — Type 1, 2, 3, 3R, 3S, 4, 4X, 5 & 6P.
Type 2 and 5 can be marked "drip tight"
Type 3 or 3S can be marked "rain tight" or "dust tight"
Type 3R can be marked "rainproof'
Type 4, 4X or 6P can be marked "rain tight" or "water tight"
Type 4X or 6P can be marked "corrosion resistant"
Type 5 can be marked "dust tight"
Junction and Pull Boxes — 4x4x4, 6x6x4, 6x6x6, 8x8x4, 8x8x7, 12xl2x4 & 12x12x6 — Type 1, 2, 4,
4X, 5, 6 & 6P.
Type 2 & 5 can be marked "dripped tight"
Type 4, 4X or 6P can be marked "water tight" or "rain tight"
Extruded Conduit and Bends:
Extruded Conduit used for Bends conforms to the following standards when applicable:
Products sold in Canada:
CSA C22.2 #211.0 "General Requirements and Methods of Testing Nonmetallic Conduit"
CSA C22.2 #211.1 "Rigid Types EBI and DB2/ES2 PVC Conduit"
CSA C22.2 #211.2 "Rigid PVC (Unplasticiaed) Conduit"
Products sold in the United States of America:
NEMA TC2 "Electrical Plastic, Tubing (EPT) and Conduit (EPC -40 and EPC -80)"
UL651 "Schedule 40 and 80 Rigid PVC Conduit" .
Marking: Kraloy PVC Electrical Conduit Fittings, Outlet Boxes, and Covers are marked in
accordance with CSA requirements for sale in Canada and UL requirements for sale in the U.S.A.
Yours truly,
Frank Yorio
Senior Vice President, Operations
Issue Date: 2010-07-14
CSA, ULI
RIGID PVC CONDUIT FITTINGS - KRALOY
6X6 JUNCTION BOXES
0.
0.25
0.17
COVER DIMENSIONS
ISSUE DATE: A
DATE D'EMISSION: 2009 04 30
SUPERCEDES:
REMPLACE: 2003 05 15
4
0.190" DIA
75"
mm)
' -1 Small Mounting Feet
1.970 Product Code 097747
Page: KRALOY — 27.2
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Leading the way in Solar Technology
Cooper Crouse -Hinds® solar combiner boxes and recombiner boxes for the solar market integrate a comprehensive line of electrical
products with expert support, industry insights, and local availability to improve safety and productivity in the most demanding
industrial, commercial and residential environments worldwide.
Solar Background Information
A solar array may be one panel or many in series, and may range from a single 12 volt panel to high voltage multi -panel arrays for
grid -tie systems. Grid -tied systems can go as high as 1000 VOC, while battery systems are typically 12, 24, or 48V.
Higher voltage systems (over 48 V) have different NEC code requirements than those for low voltage battery systems, and the two
types are NOT interchangeable.
Cooper Crouse -Hinds Solar Combiners are designed for higher voltage circuits used in grid -tied applications. All meet NEC rIj
M.
requirements, are made in accordance with UL requirements and are protected by Cooper Bussmann® families of fast -acting
fuses specifically designed for the protection and isolation of photovoltaic strings.
Typical
Solar Grid
System
Diagram
(CCBF04 setup shown)
Cooper Crouse -Hinds Solar Protection for Fiberglass Enclosures
The Cooper Crouse -Hinds solar protection formula provides the enclosure strength and durability to provide long, dependable service
even in the most demanding environmental conditions. Cooper Crouse -Hinds fiberglass'enclosures retain gloss and color when exposed
to harsh UV light, offer superior resistance to chemicals and are fire retardant.
A special UV absorber is added into this solar protection formula and works to absorb UV energy and release it without damaging the
fiberglass enclosure thus providing increased protection of the polyester material and increased resistance to the damaging effects of
UV radiation. For additional information on Cooper Crouse -Hinds Solar Protection, choose Fiberglass Enclosures from:
http://www.crouse-hinds.com/contractorcorner
How to size a Solar Combiner*:
Current Inputs: Cooper Crouse -Hinds provides a "Max Short Circuit Current Rating per string" (Isc) for use as a direct comparison
between the published Isc of the PV module. De -rating requirements per article 690 of the NEC are applied and should be used to make
a direct comparison with the PV module Isc ratings (i.e. CCBF18 has an Isc rating of 8.8A. PV modules with Isc ratings at or below 8.8A
would be acceptable).
Consult electrical ratings table found in the technical section of this brochure.
Voltage Inputs: (60OVdc/1000Vdc systems) — Cooper Crouse -Hinds provides the total system voltage ratings to be used in comparison
with the sum of the max number of modules in series per string.
Consult NEC, ANSI and local codes when designing a system.
Integral Disconnect Switch Sizing:
To determine the rating of the integral disconnect, simply multiply the number of input circuits by the ampacity rating of each fuse in the
circuit. Round to the next (higher) trip rating. In NO case can the max current exceed the trip rating of the disconnect switch. Example: a
12 string combiner box with each input circuit with a fuse rated at 15 Amps is 12 x 15 =180. Minimum rating for the switch would be
200 Amps.
'The information above Is provided for reference and information anly.All statements, technical information and recommendations contained herein are based on information and lest vie believe to be reliable. The accuracy or
completeness thereof are not guaranteed. In accordance with Cooper Crouse -Hinds' Terms and Conditions of Sale. and since conditions of use are outside our control, the purchaser should determine the suitability of the
product for his/her intended use and assumes all risk and liability whatsoever in connection [herewith.
Cooper Crouse -Hinds Solar Solutions solarsolulions®cooperindustries.com
....
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Solar_�,Comginers��wlth Integral'Dfsconnect '
Application:
Cooper Crouse -Hinds Solar Combiners with Integral Disconnects
provide all the strong and durable features of our standard Solar
Combiners, are available with 1-48 input circuits' and save material
costs, installation time and labor by joining the combiner box and dis-
connect within one enclosure and eliminating the need for a discon-
nect switch in a separate enclosure.
Features:
• Rated for 600 VDC - continuous duty
• 1000VDC rated capability - consult factory
• Integral Disconnects available in 100A, 200A, 250A and 400At
• Touch -Safe fuse holders and power distribution blocks for safe op-
eration
• 90°C output terminals
• NEMA 4X Fiberglass enclosures with captive stainless steel screws
and formed -in-place polyurethane seamless gasket provided as
standard
• Also available in NEMA 3R painted steel, NEMA 4 powder coated
steel or NEMA 4X stainless steel
• Configured for positive and negative grounded arrays
Standard Materials and Finishes:
Fiberglass Enclosure:
• Hot compression molded fiberglass -reinforced thermoset polyester
• Non-conductive, impact resistant, LIV resistant, flame retardant
• Captive cover screws can't be dropped or lost
• Poured polyurethane seamless gasket provides watertight,
dust -tight environmental seal
• Stainless steel used on all external hardware
Integral Disconnect Switch Sizing:
To determine the rating of the integral disconnect, simply multiply the
number of input circuits by the ampacity rating of each fuse in the cir-
cuit. Round to the next (higher) trip rating. In NO.case can the max
current exceed the trip rating of the disconnect switch. Example: a 12
string combiner box with each input circuit with a fuse rated at 15
Amps is 12 x 15 = 180. Minimum rating for the switch would be 200
Amps.
Certification and Compliances:
• cETLus 1741 Listed
• NEMA 4X (fiberglass and stainless steeQ 0.
• NEMA 4 (powder coated steel)
• NEMA 3R (painted steeq
• Made in America
Options:
• Fuses (shipped uninstalled)
• Surge protection
• NEMA 3R Painted Steel
• NEMA 4 Powder Coated Steel
• NEMA 4X Stainless Steel
• Solar Cable Whips
(preassembled and installed)
• Bus bar Designt
• Smart combiners available
(DC string monitoring)
• Factory drilled entrance holes
• Factory installed
connectors/cable glands
• Dual output lugs
• Custom options available -
Consult factory
A610d-Ndm4'eflng:S
Use the table below to build a catalog number for a combiner configuration that matches your specific project requirement
'Combiners with 37-48 input circuits are not third party certified, but are constructed to UL 1741 standards
tUL98B Listed Disconnect Switch 1000V
Cooper Crouse -Hinds Solar Solutions solarsolutions®cooperindustries.com
BASE SOLAR r
WITH OPTIONAL
OPTIONAL
r r
r
FACTORY 1
DISCONNECT
PROTECTION
r LTAGE
CCBF
12
F15
OS200
SPC1�'h
Enclosure Type
Number of
Input Circuit
Fuse Amperage
Rating for
Integral Disconnect
Surge Protection
DC Monitoring
Voltage
CCBF
01 (1 Input circuit)
F08 (BA fuse)
DS (Disconnect Svdlch for
SP (Surge Protection)
DCM
1000V (1000V)
(fiberglass N4X)
02 (2 input circuit)
F10 (IDA fuse)
use with 1 - 48 input circuits)
• MA16001DC Inlerrupting Rating
Pre-installed OC current muni.
BLANK (600V)
CCBS
03 (3 input circuit)
F12 (12A fuse)
• IP20 finger -safe construction
todng unit (qty I per 8 strings)
(Painted Steel Will
04 (4 Input circuit)
F15 (ISA fuse)
05100 (100A)
• Small sae takes up minimal
ccess
05 (5 Input circuit)
(Offered up to 30A)
DS200 (200A)
space in enclosure (Only 2 inches
BLANK
(Stainless Steel N4X)
06 (6 input circuit)
BLANK (Fuses not provided by lac.
OS250 (250A)
wide)
(No OC current monitoring)
CCB45
(Offered up to 48 circuits')
tory)
OS400 (400A)
BLANK
(Powder Coaled Steel 1,14)
• cooper&usnam ruaarec inrt¢Med
BLANK Oto integral discon•�-•—•
-
(Ito surge protection) traain 'L
n gam, o^
-OOd fuss for fiOavDt Wrrs
Recti
- PVfuses for lOaaVOC cornO5rer Owes
'Combiners with 37-48 input circuits are not third party certified, but are constructed to UL 1741 standards
tUL98B Listed Disconnect Switch 1000V
Cooper Crouse -Hinds Solar Solutions solarsolutions®cooperindustries.com
k
LN""4s'f a r",�,c a T ^srJ+sv::e�i=t?:�s�•'-""a' a n: ,,.,.-..zts,,r: sc-1-/'-�,..-•;.,,�h—r-./7_^ w -c— -c,»-.
�� �SFF;�'.s�%-::��^��'ca':�t::c.�.:_.c.�uu'�•.r^.ec.-:L'IY�..•-.=._s%� �-'.�:'�+_•�• ��.i�:�-�.�a,:,,Fi�'� c.,�z:Jx;��'t'S�:��u'':�"hT:r7..1..•-'`3
Wi— Civn R Tnrnuc Tshln
Nose:""Indicates S'Sing fer i.fodols vrth No Integral Oisconnecl Srntch
-j" Indicated Torque values for accessories of the Disconnect Svrtch including jumpers and Ings
Standard Enclosure Sizinr
.' Positive Input Terminal
' Negative B Ground Input
Positive Output
Terminal.
. Negative Output Teminal
' Ground Output
Terminal',
.:Bolted Connections'
' Strings: ::
'
... .::.:
.'Wire Slre
'(AWG/kcmll).i
`'Torque
.. _
(Innis). ;
Nnre Sloe -;''Torque
.... ...
(AWG/kunU),
'
;'.,.(InIM)..
Wire Slte
(AWG/kgniQ
Tbique ,'.,.
......
.,' :(In•Ibs) ,:�
,,Wire Slip,
(AWG/kdnll)
'"Torgrie.'
(lo-ltisl„
1NIrc5lre
(AWG/kcmlp
:"'.Toryue+ '
(Ih�lbt)
� `•` '.� - •
Torque (In•m?)
Ol
02
816.88
2025
81444
20-35
94.350
110325
84.350
110325
' ' 814 -250
.
110-32S
80
275j
03
04
05
06
07
08
83.350
82.350
150325
83.350
150325
92.350
09
91.350
NI -350
10
1/0350
1/0350
180325
1/0350
(/0350
180325
11
12
2/0350
1/0.350
2/0350
13
8118.118
/
lass
z
110.350
14
210.350
214350
IS
16
314350
254325
310.350
2S032S
17
118
2/0.350
180325
2/0350
180325
3100-350
250325
310.350
254325
0
19
20
21
22
23
24
410-350
410-350
25
410 -SW
250375
410-500
254375
26
27
28
60
398j
29
30
31
32
33
34
35
36
Nose:""Indicates S'Sing fer i.fodols vrth No Integral Oisconnecl Srntch
-j" Indicated Torque values for accessories of the Disconnect Svrtch including jumpers and Ings
Standard Enclosure Sizinr
Not all configurations and enclosure types are Bsted above• customer
specifications and construction requirements impact sizing
N
Cooper Crouse -Hinds Solar SoluBons . solarsolutions®cooperindustries.com 6
String Count
NEMATypc Size
Base Models
1.6
4X 12XIOX05
311 12X10X06
7-22
4X 16X14X06
3R 16X16X06
13.20
4X IBX16XOB
311 18X18X06
21-24
4X 20X16XOB
3R 20X16X06
2536
4X 36X30X12
3R 36X30X12
With Disconnect
Switch
1-15
-
4X 1SX16XOS
3R 18X18X10
. 16.19
4X 20X16XOB
3R 24X24X10
20.24
4X 24X24X10
3R 24X24X10
25-36
4X 36X30X12
311 36X30X12
With OC
Monitoring
'
1-8
4X 20X16XOS
3R 24X20X08
9.16
4X 30X24XIO
3R 30X24XOB
17-24
4X 36X30X12
3R 36X30X12
25.36
4X 36X3OX12
311 36X30X12
1000V with
Disconnect Switch
1.6
4X 12X10X05
3R 12XIOXOS
7-12
4X 24X20XO8
3R 24X20X08
13-24
4X 30X30X12
3R 30X30X72
25.36
4X 36X30X12
3R 36X30X12
Not all configurations and enclosure types are Bsted above• customer
specifications and construction requirements impact sizing
N
Cooper Crouse -Hinds Solar SoluBons . solarsolutions®cooperindustries.com 6
11ai Hang Strueltu Il Engineering Services
JUly 10. 2012
C'almonte Corporation
DBA Solar Warehouse
9628 Vo lley Blvd.
Rosemead, CA 91770
Phone: (626)79-3288
Attn: Engineering Department
Subject: Engineering Certification for SWH Solar Mount Tile Strut Datasheets
(Part No. MR- SW-TT08, ivlR-SW-TT08B, NIR-SW-TT08S, NIR-SW-
TT08SB)
1. Hai l -Ione, being a registered Professional Engineer in the State of California.
P.C. - C68610. and being duly competent as re-ards photovoltaic (PV) mounting
systems design and construction. has reviewed SWFI Solar klount Tile Strut
Datasheet..(Part No. MR- SW. 1'1'08: NIR-SW-TT08B, iVIR-S.Nk-TT08S. \4R-SW-
TTOSSB )
By my attached P.E. seal. I certify that the procedures which are used to determine
the calculation of Lag pull-out (withdrawal) capacity is based on and comply with
the design criteria specified in:
1. 2009 International Building Code. by International Code Council. Inc. 2009
2. 2010 California Building Code, by California Building Standards
Commission, 2011
I National Design Specification (NDS 2005) American Wood Council
Axial Load Capacity is based on the 3rd party laboratory test.
This engineering certification shall not be construed as relieving, the,ma.nufacturer or
installer of their responsibilities. liabilities or contractual obligation. It is the installer's
responsibility to verify that the existing building structure to Which the PV mounting
system is to be fixed is adequate to support the load forces induced by PV mounting
system.
Please contact m : e if You should have an questions. �^ ;JPO; ' `''%
Yours faithfully \
C0I��
I-lai Flon��. PE
sri< WARE; 0; E �� x:54
ppSY,.',
NMRS;
a''>� i�Cita
_ .... ,.. ...., Y
SWH Solar il/16unt L-BRACKET L-Bracket material: 6005-T5 Extruded aluminum alloys
Part No. M12-SbV-1-13-90, fvlR-Sw-1_8-908 . Maximum Tensile: 38ksi, yield: 35ksi
. Finish: clear or black anodized;
RAIL - - ° Bolt & nut material: 304 stainless
FLANGE NUT _- • L-bracket weight: 0.24lbs
- Allowable and design loads are valid when components are
assembled according to authorized SWH documents a
<_ :n ,• ? For the rail to L-Bracket connection:
'_,.�.. r '' • Assemble with one STM F593 W-16 hex bolt and
ASTM W serrated Flange Nut w:
Ressistance factors and safety factors are determined
according to part 1 section 9 of the 2005 Aluminum Design
Manual and third-party test results from an IAS accredited
HEX BOLT
NOTE: Loads are given for the L-bracket to rail connection only; Y
be sure to check load limits for standoff, lag screw, or
L-BRACKET other attachment method
- , Applied Load Average Safety Design Resistance
;< Direction Ultimate Allowable Load Factor, Load Factor,
lbs (N) lbs (N) FS lbs (N) m
a'
3:4 AOT FOR 3.00 Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646
° Y !s 1v,ac:1.kk( Tension, Y+ 1 1859 (8269) 707(3144)1 2.63 1069 (4755)l 0.575
__.::....� _ Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (8913) 0.615 ,
10-2.00 Traverse, X± 486 (2162) 213(949)1 2.28 323 (1436) 0.664
Dimensions specified in inches unless noted
<-n..er•r. • �Xt'� ,.i a'i a ..:a:a o.:. w we•. -
,.a.v.,: f it Y •1 x:v 'L?G" a! .i a i 'Y' c..d.''��'. yy, ..ii '4:i' -s - �r
��.L.
SWH Solar Mount Splice Bar
.Splice bar material: 6005-T5 extruded aluminum alloys
Part No. MR-SW-SB-01, IVIR-SW-SB-01 B ° Maximum tensile: 38ksi, yield: 35ksi
,.� . Finish: clear or black anodized
RAIL,,, ' . • Self-tapping screw material: 304 stainless'
Splice bar weight: 0.36 lbs
Allowable and design loads are valid when components are assembled
SPLICE according to authorized SWH documents
„ v=T"` o• •= For the Splice bar to Rail connection: i..
`� z • Slide splice bar in groove on between two rails f
x • Use 4-8 1/4" self-tapping screw to join Splice bar to both rails
" Ressistance factors and safety factors are determined according to part 1
$� section 9 of the 2005 Aluminum Design Manual and third-party test
RAIL �.+�. results from an IAS accredited laboratory
h w , A thermal break is required every 4.0 feet of continously connected rail. r
For additional concerns on thermal breaks in you specific project, please
G consult a licensed structural engineer.
Expansion joints prevent- buckling of rails 'due to thermal expansion.
,r. : . r•T' Af. Splice bars may be used for thermal expansion joints. To create a thermal
r ¢�c expansion joint, slide the splice bar into the 1/2" between the rail
r segments. Secure the splice bar with two screws on one side only. Foot-
`-'' . ,' "' ';'f' ings (such as L-brackets or standoffs) should be secured normally *on
both sides of the splice. No PV module or mounting hardware component
SELF-TAPPING SCREW should straddle the expansion joint
SPLICE BAR {
3
A %5 t c�• �E�{ . I e. .}«, '�..c r 'js�� iyS g`5l`.° tk-c�'�'^' :�• tE4y-aL� " x�.4s�+`�`-`in,.t:�.:•+-a rj.
SWH
SWH Solar Mount End Clamp
Part No. MR -SW -EC -35, MR -SW -358, NIR -SW -EK -40, NIR -SW -EK -408,
MR -SW -EF 45, MP, -SW -EF -45B, MR -SP/ -EE -50, MR -SW -EE -50B
BC
NUT
MOD
END CL
PAI
t.�
V;.AIE". WITH
>!Ctst:lc i .
Y trnrl:_v
I
�X
Dimensions specified in inches unless noted
SY/Fl Solar Mount Mid Clamp
Part No. NIR -SW -MC -20, PAR-S%A1-PAC-206
RAI
MII
WAREHOUSE d :
• End clamp material: 6005-T5 extruded aluminum alloys.
• Maximum tensile: 38ksi, yield: 35ksi
• Finish: Clear or Black Anodized
• Bolt ;& nut material: 304 stainless
• End clamp weight: varies based on height: 0.09-0:10 lbs
Allowable and design loads are valid when components are
assembled according to authorized SWH documents
• Values represent the allowable and design load capacity of a
single mid clamp assembly when used with a SWH solar
mount rail to retain a module in the direction indicated
• Assemble mid clamp with one 1/4"-20 T bolt and one
'/4"-20 "-20 ASTM F594 serrated flange -nut
• Use anti -seize and tight to 10ft-lbs of torque
• Ressistance factors and saftey factors are determined
according to part 1 section 9 of the 2005 Aluminum Design
Manual and third -party test results from an IAS accredited
laboratory
• Modules must be installed at least 1.5 in from either end of a
SWH solar mount rail
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
(I)
Tension, Y+
2020 (8987)
891 (3963)
2.27
1348 (5994)
0.667
Transverse, Z+
520 (2313)
229 (1017)
• 2.27 1
346 (1539) 1
0.665
Sliding, X±
1194(53i2)
490 (2179)
2.44 1
741 (3295)1
0.620
MODULES
LOO DIS XII(E
11112-11.14-1-:1N Mccut5s
Y
Dimensions specified in inches unless noted
• Mid clamp material: 6005-T5 extruded aluminum alloys
• Maximum Tensile: 38ksi, yield: 35ksi
• Finish: Clear or Black Anodized
• Bolt & nut material: 304 stainless
• Mid clamp weight: 0.0096 lbs
• Alllowable and design loads are valid when components are
assembled. according to authorized SWH documents
• Values represent the allowable and design load capacity of a
single mid clamp assembly when used with a SWH solar
mount rail to retain a module in the direction indicated
• Assemble mid clamp with one'/4"-20 T -bolt and one 1/4"-20
ASTM F594 serrated flange nut
• Use anti=seize and tight to 10ft-lbs of torque
• Ressistance factors and safety factors are determined
according to part 1 section 9 of the 2005 Aluminum Design
Manual and third -party test results from an IAS accredited
laboratory
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
Ibs (N)
Safety
Factor,
FS
Design
Loads
lbs (N)
Resistance
Factor,
(I)
Tension, Y+
1321 (5876)
529 (2352)
2.50
800 (3557)
0.605
Transverse, Z±
63 (279)
14 (61)
4.58
21 (92)
0.330
liding
S, X±
142 (630)
52 (231)
2.72
79(349).
0.555
IERGY CODE
ES
1 SIOR1' HORSE
DRIVEWAY
WL
PROJECT' DESCRIPTION
1 ROOF MOUNTED SOLAR NoTaoOLTAIC SYSTE :
1 d�
1 30 I/ODULES x 245W = 7.35 KW no
�
(E) 1WN % WC,E PANEL
U
Vi
v 1�
00) PY MOOULES
SHEETINDEX
SCALE. 3)32" 4 1'4"
HOUSE PHOTO
ARRAY LOCANhV
W
LU
V a
UJ
> i" -
PI/—I SfTE PLAH do miNiTY
PV -2 ROOF PLAN
PV -2A ATTACHAAW WAILS
PY—j— SINGLE LINE 0,.4CRAu
e_
PV—;U—jS4NAG( It NOFES
..
PJ�&ICTIOCAL CALCULATIONS
O
N
i iCtNl`I`Y MAP
C4
Li
.+>Ti1.' • i PK&T SITE
PV -1
•
SCALE. 3)32" 4 1'4"
HOUSE PHOTO
ARRAY LOCANhV
W
LU
V a
UJ
> i" -
Z
e_
a
W
..
D
;. rs
uj O
PV -1