11-1344 (SOL)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 11-00001344
Property Address: 54800 AVENIDA OBREGON
APN: 774-294-003- -
Application description: SOLAR
Property Zoning: COVE RESIDENTIAL
Application valuation:- 20452
T-iht 4 4 Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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.
License Class: C46 License No.:. 672221
ontractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perj that I'am exempt from the Contractor's State License Law for the
following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work; and
the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own "employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code:. The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 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
Owner:
EDWARD WHITE:
54800 AVENIDA OBREGON
LA QUINTA, CA 92253
Contractor:
SOLAR DISTRIBUTORS INC
605 MEL AVENUE
PALM SPRINGS, CA 92262
(760)320-2385
Lic. No.: 672221
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 1/09/12
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 STATE FUND Policy Number 9002836-12
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
�ZA
Labor Code, I sh II w'th comply with those provisions.
'Date: ant:
WARNING: FAILURE TO SECURE W RKERS' 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 building construction, and hereby authorize representatives
of this county t e�nature
above-mentioned property for i pec ' n purposes.
te: / �ZApplicant or Agentl:
Qty Unit Charge Per
Extension
BASE FEE
Application Number .
. . . . 11-00001344
1.00 4.5000 EA SOLAR COLLECTOR
Permit
ELEC-MISCELLANEOUS
1.00 •3.0000 EA SOLAR EQUIP MISCELLANEOUS
3.00
Additional desc .
7.4kW SOLAR ARRAY - (33) 225W SUNPOWER
Permit Fee . . . .
22.50
Plan Check Fee
5.63
Issue Date . . . .
[561SF] 2010 CALIFORNIA ELECTRICAL CODE.
Valuation
0
Expiration Date
7/07/12
-- - -- - - - -- -------------------------------------------------
Other Fees . . . . . . . BLDG STDS ADMIN (SB1473)
Qty Unit Charge
Per
Credited
Extension
---------- ---------- ----------
Permit Fee Total 45.00 .00
BASE FEE
45.00
15.00
1.00 7.5000
----------------------------------------------------------------------------
EA ELEC PWR APP >1 TO <=i0
7.50
Permit . . .
SOLAR PERMIT
Grand Total 57.26 .00
.00
Additional desc .
Permit Fee . . . .
22.50
Plan Check Fee-.
5.63
Issue Date
Valuation . . . .
20452
Expiration Date
1/07/12
Qty Unit Charge Per
Extension
BASE FEE
15.00
1.00 4.5000 EA SOLAR COLLECTOR
< 1000
4.50
1.00 •3.0000 EA SOLAR EQUIP MISCELLANEOUS
3.00
------------------------------------------------------
Special Notes and Comments
7.4kW SOLAR ARRAY - (33) 225W SUNPOWER
PANELS W/ (1) 7000W SUNPOWER INVERTER
[561SF] 2010 CALIFORNIA ELECTRICAL CODE.
January 3, 2012 9:16:39 AM AORTEGA
-- - -- - - - -- -------------------------------------------------
Other Fees . . . . . . . BLDG STDS ADMIN (SB1473)
--------------
1.00
Fee summary Charged Paid
Credited
Due
---------- ---------- ----------
Permit Fee Total 45.00 .00
----------
.00
45.00
Plan Check Total 11.26 .00
.00
11.26
Other Fee Total 1.00 .00
.00
1.00
Grand Total 57.26 .00
.00
57.26
LQPERMIT
i.
G. `w
Cos
Project Name: White (PV System 7.4250 STC) DEC
2 0 2011
Address: 54800 Avenida Obregon, La Quinta, CA 92253 R�11
i
County: Riverside
Assessor's Parcel Number: 774294003
Legal Description: LOTS 3 St 4 BLK 280 MB 019/050 SANTA CARMELITA VALE LA QUINTA UNIT 25
1,278 Sqft. Single Family Home
w!G
Vicinity Map
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N
CITY'OF LA QUINTA . a
BUILDING & SAFETY DEPT. I I6'
i BUILD , , �® � • � o�
APPROV � w
FOR CONSTRUCTION
DATE 18Y� EQ-
—. — �m _
Calle Potrero s! . � Lirl��p�ea�T�� � __Calle Potrero a y
77400 3 �/, "PY `7 77 5.14
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Calle Tecate Calle Tecate
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uP:ans comply with CEC 2010 and NEC 2008 /All constructions shall comply with the 2010 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes and the La Quinta Municipal Code."
s
1.
o Total System Voltage Calculation: 200 Amp
Table 690.7 NEC 2008 Service
Ambient Temperature 31 to 23°C Factor 1.12
Voltage Correction Factor for Low Temperatures
Voc = Voltage Open Circuit = 48V
Nm = number of modules in series =11
Ct = Low temperature voltage correction factor = 1.12
Vmax = Voc x Nm x Ct = 48V x 11 x 1.12 = 591.36Vdc (Lesser than 600V)
o Conductor sizing (Array / DCI 4. 33 X 225W Solar Modules
Wire Type: THWN-2 / 10AWG, 600V (SPR-225E-BLK-D)
Amps on SPR-225E-BLK-D module = Isc (STC) = 5.93A
5.93A x 1.25 = 7.43A (Per 690.8(A) for high irradiance)
7.41 x 1.25 = 9.27A (Required Wire Ampacity)
Wire Ampacity: Conductor Temperature & Correction Factor Per Table 310.16
Temperature derated ampacity of 10AWG type (194"F insulation @ 114-122'F ambient)
40A x 0.82 = 32.8A
Conduits exposed to sunlight on rooftops, where conductors or cables are installed, the adjustments shown
in Table 310.15(B)(2)(c) shall be added to the outdoor temperature to determine the applicable ambient
Distance above roof 0 - W, then add 60°F from 114-122°F ambient to 174-182'F
Temperature derated ampacity of 10AWG type (194'F insulation @ 174-182"F ambient)
40A x 0.41 = 16.4A
Adjustment Factors for more than Three Current -Carrying Conductors in a raceway. Table 310.15(B)(2)(a)
16.4A x 0.80 (6 current -carrying conductors)=13.12A
The allowed wire ampacity (13.12A) is greater than the required (9.27A) ✓
«Wire Type 10AWG -THWN-2 will be used.
Conductor sizing (Inverter / AC)
Wire Type: THWN-2 / 8AWG, 600V
AC Max Output Current on inverter model SPR -7000m - 240V = 29A
29A x 1.25 = 36.25A (Required Wire Ampacity)
Wire Ampacity: Conductor Temperature & Correction Factor Per Table 310.16
Temperature derated ampacity of 8AWG type (194'F insulation @ 114-122'F ambient)
55A x 0.82 = 45.1A
Adjustment Factors for more than Three Current -Carrying Conductors in a raceway. Table 310.15(B)(2)(a)
On this segment, no more than 3 current carrying conductors will come out of the inverter.
The allowed wire ampacity (45.1A) is greater than the required (36.25A) ✓
Wire Type 8AWG -THWN-2 will be used.
PROJECT NAME: White, Edward
ADDRESS: 54800 Avenida Obregon
La Quinta, CA 92253
DRAWING: Plot Plan 1
#MODULES X CEC RATING X EFF %
Front Of
House
8 conductors 10AWG. THWN-2 and 1 ground
conductor 8AWG, THWN-2 insisde a V EMT conduit.
t
2.
60A, 240VAC,
Disconnect
(patio area)
IOU
I
3 conductors 8AWG, THWN-2 and 1 ground
conductor 8AWG, THWN-2 insisde a 1' EMT conduit.
Property
Lines
3.
7kW Inverter
(inside garage)
Legend I
1. 200A Service
2. 60Amp 240VAC A/C
Disconnect
3. 7kW Inverter
(SPR -7000m 240v)
4. 33 X 225W Solar Modules
(SPR-225E-BLK-D)
1" EMT AC Conduit Run
1" EMT DC Conduit Run
CI Y OF LA QUINTA
BUI DING & SAFETY DEPT.
PPOVED
F R CONSTRUCTION
DATE
73820 DINAH SHORE DR.
PALM DESERT CA. 92210
Lic# 672221 TVDe: C-46
(if applicable)
Solar Module Electrical Data (measured arstandard Test conditions)
Peak Power (+5/-3%)
225
Rated Voltage
40.5V
Rated Current
5.55A
Series Fusing
20A
2.
60A, 240VAC,
Disconnect
(patio area)
IOU
I
3 conductors 8AWG, THWN-2 and 1 ground
conductor 8AWG, THWN-2 insisde a 1' EMT conduit.
Property
Lines
3.
7kW Inverter
(inside garage)
Legend I
1. 200A Service
2. 60Amp 240VAC A/C
Disconnect
3. 7kW Inverter
(SPR -7000m 240v)
4. 33 X 225W Solar Modules
(SPR-225E-BLK-D)
1" EMT AC Conduit Run
1" EMT DC Conduit Run
CI Y OF LA QUINTA
BUI DING & SAFETY DEPT.
PPOVED
F R CONSTRUCTION
DATE
73820 DINAH SHORE DR.
PALM DESERT CA. 92210
Lic# 672221 TVDe: C-46
(if applicable)
e
zmana comply with ctG 1uiu and NI=L; ZUUt3 All constructions shall Comply with the Zulu calltornia Kesldential, Mechanical, Electrical, Plumbing, Energy, and Green Building Godes and the La Quinta Municipal code."
PV ARRAY Junction Box
3 string of 11 modules in series I NEMA 3R 1
Total of 33 modules Enclosure
I �
nl
All Solar Modules and Rails I
grounded to bare copper Wire
1.5 . - 2.5
#MODULES X CEC
RATING X EFF %
Number of conductors
NEM SYSTEM INFORMATION
Peak Power (+5/3%)
UNIT
INVERTER #1
TOTAL
MFG. 8 MODEL NO.
SUNPOWER SPR -7000m (240v)
1
EFFICIENCY RATING
96%
96%
PV MODULES PER UNIT
SPR-225E-BLK-D
33
NET NAMEPLATE RATING
6.4944 kW t
6.4944 kW
PV ARRAY Junction Box
3 string of 11 modules in series I NEMA 3R 1
Total of 33 modules Enclosure
I �
nl
All Solar Modules and Rails I
grounded to bare copper Wire
1.5 . - 2.5
#MODULES X CEC
RATING X EFF %
Number of conductors
Solar Module Electrical Data (areasursdatstandard rearcondrt/ons)
Peak Power (+5/3%)
225W
Rated Voltage
40.5V
Rated Current
5.55A
Series Fusing
20A
PV ARRAY Junction Box
3 string of 11 modules in series I NEMA 3R 1
Total of 33 modules Enclosure
I �
nl
All Solar Modules and Rails I
grounded to bare copper Wire
1.5 . - 2.5
#MODULES X CEC
RATING X EFF %
Number of conductors
System Legend
6
1
10 AWG ,RHW2 Cable (sunlight and oil resistant),(no neutral)
1 99420
1.5
10 AWG Bare Copper Ground Wire 1
6
2
10AWG, THWN-2 inside 1" EMT Conduit (no neutral)
2.5
8AWG, THWN-2 inside 1" EMT Conduit (Equipment Grounding Conductor)
3
3
8 AWG, THWN-2 inside 1" EMT Conduit (1-1, 1-2, N, Ground)
3.5
8 AWG, THWN-2 inside 1" EMT Conduit Continuous to AC Grounding Electrode
3
4
8 AWG, THWN-2 inside 1" EMT Conduit (1-1, L2, N, Ground)
F L QUINTA
All compression Couplings and compression connectors will be waterproof
AC DISCONNECT
240v, 60A
INVERTERS WITH INTEGRATED Visible/ Lockable
DC DISCONNECT I Square D 1
Sun Power 7 kW inverter Model #
(SPR -7000m- 240v) ( DU222RB
Distribution
1 I Section
DC
y
1
E
Main Distribution Panel
120/240V 200A Panel
Main 1
Breaker Incoming
Service
200A
I. I '
40A
240V
I
AC 1 3 ( 2Pole
(EGC)
2.5 4
- I1
Inverter bonded to house 1
ground I
(GEC) I
(
1 Max AC Output
from inverter
M
I L
Meter No. J118 -1972K
1 99420
Proposed Bi-directional
Meter
50kVA A Phase
1
#
7.2kV
IHigh
Low 120/240V
I
� 41
CITY
F L QUINTA
BUILDIN
& S FETY DEPT.
29Ax1.25=36.25A A r"`Fl V D
3.5 I
FOR C NS RUCTION
DATE BY&._
PROJECT NAME: White, Edward DRAWING: ONE LINE DIAGRAM REV. DESCRIPTION DATE BY SOLAR DISTRIBUTORS INC PE STAMP (if applicable)
ADDRESS: 54800 Avenida Obregon, Drawn By: Juan Pablo Grados Tilt: 5°, Azimuth: 238". 11/3/11
73820 DINAR SHORE DR.
La Quinta, CA 92253 Signature: Standoff: >6" avg. standoff PALM DESERT CA. 92211
Lic# 672221 Type: C-46
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d'UNIRAC
..tn~t ,T
SowRMouNT Technical Datasheets
SolarMount Mid Clama A
4'
WUNIRAC'
nh,nn aau•tawse
..
Part No, 320008, 320000, 320010, 920020, 320021, -
SolarMount Technical Datasheet
320064.920068,920080,320097,320120,320,22 - -
' Pub 100662•1td v1.0 June 2010
`MR Bol Mid clamp material: One of the following extruded aluminum _
Tension. Y*
Mltl la N alloys: 6005-75, 6105-75, 6061-T6
891 (3963)
e
• Gamp Ufttmate tenses: 38ksi. Yield: 35 ksi
SolarMount Module Connection Hardware..................................................................
1
Finish: Clear or Dark Anodized
Bottom Up Module Clip ...... :..........................................................................................
229 (1017)
Mid clamp weight: 0.050 lbs (23g)
Mid Clam,,,,,,,,,,•,,,,,,,,,,,,,,,,,,,,,,,,,,,,,2
Clamp """"""""""""""""""""""' .
0.665
Allowable and design loads are valid when components are
End Clamp
490 (2179)
assembled according to authorized UNIRAC documents
....................................................................................................................2
SolarMount Beam Connection Hardware......................................................................3
0.620
values represent the allowable and designbad capacity of a single
{{ mid damp assembly when used with a SotarMourd series beam to
L-Foot........................................................................ .............. .. .....................3
_ '-320118.320123.320124i320113.320185,320220, -
retain a module in the direction lydicated
SolarMount Beams..........................................................................................................4
UNIRAC documents
Assemble mid clamp with one Unirac %'-20 T -bolt and one%" -20
alloys: 6005-T5, 6105 -T5,6061 -T6 r
•
ASTM F594 serrated flange nut
.i a }Y .
•
v Use anti -seize and lighten to 10 ft4bs of torque
••
1
Beam
Resistance factors and safety factors are determined according to
•
clamp weight varies based on height'. -0.058 lbs (26g)
part 1 section 9 of the 2005 Aluminum Design Manual and third -
•
l party test results from an IAS accredited laboratory
SolarMount Module Connection Hardware _•
* SolarMount Bottom Up Module Clip
Part No. 321001, 321002 Y
Applied Load
Direction
Average
Ultimate
Itis (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
• cit
Tension. Y*
2020 (6987)
891 (3963)
2.27
1348 (5994)
0.667
Transverse, Zt
520 (2313)
229 (1017)
2.27
346 (1539)
0.665
Sliding, Xt
1194 (5312)
490 (2179)
2.44
741 (3295)
0.620
r
yY`g�r
Bottom Up Clip material: One of the following extruded aluminum
Allowable
Load
lbs (N)
Safety
Factor,
FS
' Bottom (Mdtlen.
N`d
-
alloys: 6005 -T5,6105 -T5.6061 -T6
• Dimensions sped0ed in inches unless noted
.
Up G/p nUltimate
1038 (4615)
tensile: 38ksi, Yield: 35 ksi
r
• SolarMount End Clamp
1128 (5019)
329 (1463)
3.43
Finish: Clear Anodized
Bottom Up Clip weight, -0.031 His (14g) - -
- + Part No. 920002, 920009, 920004, 320009, 920000,
-, 320012, 32001], 320014, ]20010, ]20016, ]20017, -
-� .7•`
- ' '
} . Beam tion
27 (119)
Allowable and design loads are valid when components are
,
320078, 920080, 320081, 320082, 320083, 320117,
• _• X4•}
• •• ��
assembled with SolarMount series beams according to authorized
_ '-320118.320123.320124i320113.320185,320220, -
• End clamp material: One of the following extruded aluminum •_-
-
UNIRAC documents
320233, 320234, 320331 --+-�
alloys: 6005-T5, 6105 -T5,6061 -T6 r
•
'/.
Assemble with one' -20 ASTM F593 bolt, one %'-20 ASTM F594
.i a }Y .
* Ultimate tensile: 38ksi, Yreld: 35 ksi
serrated flange nut, and one %* flat washer
1
Finish: Clear or Dark Anodized
Use antiseize and tighten to 10 ft lbs of torqueEnd
clamp weight varies based on height'. -0.058 lbs (26g)
`
Resistance (adore and safety factors are determined according to
! ` • i Clamp
Allowable and design loads are valid when components are `
^
part 1 section 9 of the 2005 Aluminum Design Manual and third-
Serrated -
assembled according to authorized UNIRAC documents •,
t '
"•;
party test results from an IAS accredited laboratory -
Flange Nut
Values representthe allowable and design load capacityof a single
., " -
Module edge must be fully supported by the beam
yam.
end clamp assembly when used with a SolarMount series beam to
:. •
NOTE ON WASHER: Install washer on bolt head side of assembly.
retain a module In the direction indicated
DO NOT install washer under serrated flange nut
Assemble with one Unirac, %*-20 T-boft and one '/.%20 ASTM F594
Bea
serrated flange nut
Applied Load
Direction
' Average
ultimate
' lbs (N)
Allowable
Load
lbs (N)
Safety
Factor,
FS
Design
Load
- His (N)
Resistance
, Factor,
Or
Tension, Y*
1568 (6967)
686 (3052)
2.28
1038 (4615)
0.662
Transverse, Xt
1128 (5019)
329 (1463)
3.43
497 (2213)
0.441
Sliding, Zt
66 (292)
27 (119)
2.44
41 (181)
0.619
• Use anti -seize and tighten to 10 ft -lbs of torque
^ Resistance factors and safety factors are detemdned according to r
part 1 section 9 of the 2005 Aluminum Design Manual and third- '
Y • - parry test results from an IAS accredited laboratory
• Modules must be installed at least 1.5 in from either end of a beam " r
`.x
.. . � , - i : ,maws, •
w i* Dimensions specified in inches unless noted ,., _ - ., • • iMAII
- • S . • .. •. - : Dimensions e -
Applied Load
Direction
Average
Ultimate
lbs (N)
Allowable
Load
Itis (N)
Safety
Factor,
FS
Design
Loads
" Ibs (N)
Resistance
Factor,
- m
Tension. Y+
1321 (5878)
529 (2352)
2.50
800 (3557)
- 0.605
Transverse, Z±
63 (279)
14 (61)
4.58
21 (92)
0.330
Sliding, Xt
142 (630)
52 (231)
2.72
79 (349)
0.555
a
SOLARMouNrT Technical D.
SolarMount Beam Connection Hardware
SolarMount L -Foot
Part No. 310065, 310066, 310067, 310068
a$=UNIRAC'
n wtn sawraaw v
SolarMount Beams
• L -Foot material: One of the following extruded aluminum alloys: 6005-
T5, 6105-T5, 6061-T6
• Ultimate tensile: 38ksl. Yield: 35 ksl `
• Finish: Clear or Dark Anodized
_ L -Foot weight varies based on height -9.215 lbs (98g) -
• Allowable and design loads are valid when components are
Bea - assembled with SolarMount series beams according to authorized
Bolt UNIRAC documents
L -Foot For the beam to L -Foot connection:
�• • Assemble with one ASTM F593 W-16 hax head screw and one
rrated ASTM F594 i1,"serrated flange nut
Flange N • Use ant"elie and tighten to 30 ft4bs of torque
z Resistance factors and safety factors are determined according to part
• ' - 1 section 9 of the 2005 Aluminum Design Manual and third -party test
Y • results from an IAS accredited laboratory
! NOTE: Loads are given for the Loot to beam connection only; be
- . x sure to check load limits for standoff, leg screw, or other
—�- attachment method
nam wn .
4 wawue _ .•
Dimensions specified in Inches unless noted
Applied Load
Directlon
Average
Ultimate
lbs (N)
Allowable Load
lbs (N)
Safety
Factor,
FS
Design
Load
lbs (N)
Resistance
Factor,
cit
Sliding, Zt
1766 (7856)
755 (3356)
2.34
1141 (5077)
0.646
Tension, Yt
1859 (8269)
707 (3144)
2.63
1069 (4755)
- 0.575
Compression, Y- 3258 (14492)
1325 (5893)
- 2.46
2004 (8913)
0.615
Traverse, Xi:
486 (2162)
213 (949)
_ 2.28
323 (1436)
0.664
ill U N I RAC'
n Mnawmrwnr:,
Properties
Units
SolarMount
SolarMount HD
Beam Height
in
2.5
3.0
Approximate Weight (per linear ft)
pX
0.811
1.271
Total Cross Sectional Area
in'
0.676
1.059
Section Modulus (X -Awls)
in'
0.353
0.898
Section Modulus (Y Ands)
in,
0.113
0.221
Moment of Inertia (X -Axis)
Ire
0.464
1.450 -
Moment of Inertia (Y -Axis)
IM
0.044
0.267
Radius of Gyration (X -Ads)
I In
0.289
1.170
Radius of Gyration (Y -Axis) - •
in
0254
0.502
• t. - #4 SLOT FOR T -BOLT IM •. : " . ,
• HEX MEAD SCREW SLOT FOR T4XX,T Olt
/• HEX MEAD
2X SLOT FOR SLOT FOR r .
BOTTOM CLIP 80TtoN CLIP
t Jf, ti + ••" 1.3161 f ti
SLAT FOR
O
• 1%' HEX BOLT " SLOT FOR 1, $
.387 I
.750 1,207
Y. y
' rt •" _ SolarMount Beam - "n - • SolarMount HD Beam
r • •� ,!• • }'~ �, .. . , - ' • + i Y A- ' . ' T T • i ,•r + - - Dimensions specified in inches unless noted • • '-
r r
STRUMRAL ENGINEERS
January 20, 2011
TN Q_
UniRac
1411 Broadway Boulevard NE
Albuquerque, New Mexico 87102-1545
TEL: (505) 242-6411
Ev-
FAX: (505) 242-6412
Attn.: Engineering Department,
Re: Engineering Certification for UniRac's SolarMount Code -Complaint Installation Manual.227.3
PZSE, Inc. -Structural Engineers has reviewed UmRac's "SolarMount Code -Complaint Installation Manual
227.3" published October 2010 and specifically "Part I. Procedure to Determine the Design Wind Load", and
"Part Il: Procedure to Select Rail Span and Rail Type".
The procedures are used to determine the calculation of the design wind force, load combinations, applied
loading and rail selection. All information, data and analysis contained within the Installation Manual are based
on, and comply with the following: ,
1. 2000 International Building Code, by International Code Council, Inc., 2009
2. 2010 California Building Code, by California Building Standards Commission, 201i
3. Aluminum Design Manual: Specifications. and Guidelines for Aluminum Structures, by The Aluminum
Association, 2005
This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Complaint
Installation Manual 227.3 are in with the above Codes.*
If you ve any questions" on the above, do not hesitate to call.
Since hy,
Paul Zacher, SE - President
8137 Sunset Avenue, Suite 120 t Fair Oaks, (A 95628 • 916.961.3960 • 916.961:3965 f � WWWRS110M
professional
Fasttlack®
Fastb&
Sort
pOH
Installation Mnnunl
produ
installation Manual
. r
Date Modified: 09/10/2007
Date Modined: 09/10/2007 �
APPLICATION:
Installationsteps overview
}
" n ItOOf' PAPER
The FasUack attachment can be used on virtually any roof re-
qulring a flashed Installation. The FasUack Is available In four
i) System layout & Chalk Ilne marking
..-
Ntj'o .
.
SIZES:
2) Locating roof rafters along chalk lines
3) Sealing/ettachingFasUack®
" �
.
FJ•30o•18 3- Comp roof w/0atey® flashing
4) Clean up/Quality inspection
;
-
FJ•450.18 4-1/2• Comp roof w/standard flashing
FJL600.18 6' Flat concretetlle/built-up -
I
Ste 1: System
p
layout &chalk line markin
y g
FJ•750.18 7-1/2• S -Curve concrete Ule/buiR-up
Chalk line -toWelInoe
_
-
Prior to beginning attachment work, the system
supper rep pulcernm
roof layout should be defined.
•-:,
®-WARNING
All Professional Soler Products (ProSolar) are enpp-
neared and tested to withstand stated specifics -
tions (as stated on published specification sheets)
when Installed property. Failure to Install property ,
may decrease the performance of Installation.
SAFETY
All regional safety requirements should be followed when
Installing Professional Solar Products. Ah tools andequip
mem located on the roof should be secured to avoid falling
object hazards. All equipment/tools should be property
mabrtelned and Inspected prior to use. Any exposed studs
should be protectively capped to help avoid Injury. This Irr
statiation manual Is Intended for use by professional In.
stallers with a working knowledge of construction principles.
A drawing or sketch Is recommended prior t0 ;, •;`'`
roof work., A
',� .
Upon finalizing layout, use chalk lines to mark
support rail locations. The chalk lines will be =s;
used to align FasUacks attachment points.
Note: when conngurrng
Note: All support reds should be placed 481 span layoutPlease account fbr a 0.8'gap Jr p$
along the module length. The rad distance nom the between modules and r on each
and of the module wtll varl based on module stze, end of the modulo array fbrdampa. , . y
' Chalk lines should be placed near the center line of the the to ensure a proper cut for the roof fleshing
' The 48' Will design Is based on 12, 18' or 24' on center (o/c) rafter spacing.
(12:x4 -48•.18•x3-48•, 24•x2-48 )
• ^ § ', 'Note: All product specifications are based on 48' paired support (all splicing.`
Tool List
l Proper module/nail orlentetlo"Ingle array sample
" damps must secure the module on the
• Chalk line rang end of the ffama The span of the two ..,
o� S
Cordless drill -with 3/8' carbide masonry drill bit (for breaking Through comp shingle surface only,supp on falls should be W.
not O�tecJ `p� -
. Cordless drill with long 3/16' drill bit (tor pilot hole) Eta Re//� pilot �AM�E llalrhg a 8Y long module) ' , ,
• Cordless Impact wrench with 1/2' socket - - 8• -
.Lumber crayon
. Precision stud sensor (recommended Zircon 1520)
RashingTemplate (standard flashingtemplate #TEMPSM; Oateye flashing template #TEMP•OAT)
. Adjustable pliers (1-3/2• minimum jaw capacity) 48• 82• -
Utility knife with hook blade r
. bead blow. hammer (approx. 21 oz.)
oFastack® oFnstack®sw Sm
prodtl Installation Manual pr°du. Installation Manual
Date Modified: 09/10/2007 Daft Modified: 09/10/2007
For Installations requiring more than one row, with no Step 3: Attaching/ Sealing FastJack to Composition Shingle
spacing between rows, the distance between adjacent
rail pairs will measure approximately the length of the
module less 48'. ` The 1/4' masonry bit is
' to be used to break 1;
f through the rough com- -
1+ position the surface only to avoid
Snap chalk lines along: premature pilot hole drill bit.'
the location of where the wear. Do not drill pilot hole with
support rails will be = r 4 1/4' masonry drill bit:
placed once spacing is --
calculated and measured. 71,
STEP 1: locate rafter center by STEP 2: Insert the 8/18' stainless
The measurements and formulas listed ,
above are the recommended and engF using precision stud finder or steel leg bolt and washer through
neared values for the Roof race mount- other means. Using a 3/8' ma- the FasUaokO base. Install the lag
Ing system -nor tllt up. Actual spacing wm be deter- sonry bit, break through the comp bolt through the Fastlack® using e
mined on pattern of the shingle over the rafter In the can- %* socket and electric impact
roof ft metadal to ensure a ter of the shingle. Position Fast- wrench.
Proper sear. lack® drill guide over the hole
r locetlonand drill your pilot hole
Step'2: Locating roof rafters along chalk lines - r t using a 3/16' drill bit
-
�58roOn� `
1) Since rafters are normally located every 48'
on center(o/c), finding one reference rafter
"RMJ
Use the Flashing Template
the
should be suffidemfor approxlmatingthe location
s _ -
w
RUse
flashing template
of additional rafters by measuring 48' from the
center of the first,
ry
' A9. `' , °wI>
#TEMP -OAT; standard fleshing
template NTEMPSM) to cut In flash-
r-
of
�;Lr--:: ;
r
x Inge on a composition rooftop to save'
2) K the roof eve (bottom ed Se the roof) is ex-
- "n
�a+v�
IF labor and frustration. The template Is,
posed, reference the centers of the roof rafter and
an easy tool that enables the Installer'•
use a chalk line to mark the rafter location up the
to quickly and leanly cut Ina flashing,,
roof. Mark the Intersection of the chalk lines. This
„:: '
as
with no guessing or struggle. }
will be your rafter centers: )'
-' Ra STEP 3: Using FasUack® flash -
Ing Ing template (optional), end a uUl
-- —- -w tee- •-^�— r + - : ' ity knife with hook blade, cut com- -
` If the roof Iles a closed or blind soffet .•
enciased rafters not visible et roofedge),
., position shingle. The template will
_ ( ems) cut the shingle to the size needed F .
the nailing patter along fascia board (board " 4 umed m
attached to ends of rafters) may Indicate the : for a Standard Or Oetey®flashing _
r
. ��`- •" tetter location at the bottom edge of the � •. .._:::: t _ ; (TEMPSTD illustrated)
roof _ 1•.
sow FastJack®
produ Installation Manual
Qate Modified: 09/10/2007
It is extremety Important to properly Install a flashing to minimize the risk of roof leaks. Illus-
trated below are both the correct placement and the incorrect placement of a standard flesh}
Ing on a composition shingle roof. d
1 Arrows Illustrate the typical water flow, on a
f correct :Pitched roof.
CORRECT
i Illustration shows proper Installation of a cutdn flashing, The
lag boR Is locatedinside the cutan area of the shingle.
., k
This ensures water will not flow under the flashing where ;
the lag boh Is located. Provides top & side water protection 2
helping to prevent roof -leaks and dry rot.
w I
n n
incorrect —:.INCORRECT:
SIllustration
shows the Incorrect Installation of a flashing. n
STEP 7: Seal flashing per the fleshing
.17
+ The flashing is not out Into the shingle and the lag bolt is E
manufacturers' specifications.
Step 4: Clean up / Quality Inspection
located where water can flow under the flashing. This type i
- s
• ��-� _ : ,
Oof
t
Make sure all installation crew .
installation has a high potential to develop a roof leak or.
for all tools and clean area as necessary.
members on the roof are mind --
?.dryrot., . t
Oil of lnstalled.roof attach-
Qualtty Inspection:
,
? ,
PROPERLY FLASHED CONNECTIONS INSURE: ;.
rV
Installation crew members
• Leak -free roof—less warranty servicing liability
°
should utilize proper safety
due to roof leeks
equipment when Installing a
I • Prevents roof dry-rot-ellowsfor proper water'
'
soler system. (Harnesses; hard-
'
m the roof without trapping under the'
shed
points were positively connected.
sow FastJack®
produ Installation Manual
STEP 4: Slide flashing over the STEP 5: Using the post threader
base and under the upper row of tool (Included with the flashing STEP 6: Using the a0ustable pipe pliers,
composition shingle. template), thread the post through tighten post Into base bytuming clockwise.
the flashing Into the base.
i
Neta: If wins Oatays no
Milk fleshing saatant
will not be necessary.
STEP 7: Seal flashing per the fleshing
manufacturers' specifications.
Step 4: Clean up / Quality Inspection
Clean Up:
- s
• ��-� _ : ,
Upon completing the attachment installation, account
t
Make sure all installation crew .
^'
for all tools and clean area as necessary.
members on the roof are mind --
Oil of lnstalled.roof attach-
Qualtty Inspection:
,
ments to prevent -tripping, All
Contractors are recommended to perform a final at-
Installation crew members
tachment quality Inspection prior to Installing the
y
should utilize proper safety
Roofrrac® mounting system to ensure all attach-
equipment when Installing a
ments are property sealed. it Is also recommended to
'
soler system. (Harnesses; hard-
'
. check all attachment spacing to verify all attachment
hats, gloves, proper no -slip
points were positively connected.
3
footwear, etc.) -
'"'d 4
2,359 lbs
® *t*aradmm.,' <<
FastJa� s g0.W tl�,nwc' \
POW •6.360,491
Flashable Roof Stanchion 1119 ch®FJ3o0.1e
ib a pav aced dWp d the Fastladcm am be sassy o pmd os the most bnvids, effidwt � so 111011011
and to"%dite tool of rrt lddl
Wooten the prodsbn 0I( maditnd bass and standtlon along with suis wglneuleg and
mound ftda s, the FastladP loss bw bbormay trued to pro dds 4,959 pounds of + ,
sinned uft wby a dO b1 bob (L%Wl
Four Sizes Availablel
3" High
Part# FJ300.18
Far In W& Installations
using omen® f osthp (for taneosif on ddnde rod4m)
41/2" High
Part# FJ d50.18
For tmt�tiws using
standard fbsblhgs Ifas amopW on a flat rooftops)
6" High
Part# FJ -600.18
For stand flashInas
(for flat toe rooftops)
7-1/2" High
Part# F1-750.18
to standard flashinps (sled for kur" tib rants and/or dodle fbshd Installations)
FasUach® FJ -ASO -18
hW&fft&v
"&p°thaftm�FasJackemdtsFwri6�
parts.
The foil Jodt• Is available In four convential sire
All stres am packaged in quan8ties of 18 pear bola
$ 18 -1-Round Posts (9-, 41/4°, 6" of 1.1/4" tall)
18 • Threaded bosh
8 18 -9/8" st 9/4" SS Nat Bobs
18 -9/8" SS Rat Wasbars
e' 18 -5/16" it 9" SS lap oohs
. �•�'+ `.•�' 18 - 5/16" SS Rat Washers
Easy Installation:
mr &&Wseredeess.erater
Hashing Template
ne FmtJ� de>mr h total etas f• Ia,9docn ,d ^_. -�
USED •
Commercial Fostlocke also available (rated at 4,250 lbs.)
Pholovollai( Solar Panels
Easy Installation
SolarThermal Panels
Benefits of the FastJack®
flashings on ,n•, Wey
Virtually anything needing
IsImp
nd;headewdsny(rdrMPoemoaro&roof-tops
°"Hi°at *10 „�,,,
existing roof -tops
t
to to 04 E
iee noire fel Imhliallm theory
• fuord luso btdn rhe log bee dbedlr }
`; The can be
professional
� me 90&00 tonifl straw �
wdan
Standard 8 BaW Rashings installed through
• • s1
I e� 10 leudl ""' rye
slip over the base and under the / the top of the
delicate shingle �/ flashing
• ••
a F
-
Pial 1010
IN atodIned ham waded of
(8 05) 486-4700
6nme-Wi-to embnkid
�'�''.�
:e
• Apolad1/ldeertbwsMilnlewdk
1551 S. Rose.
woosim ed todatod sbtplop toss. `
Oxnard,• e
• WeFed &W IoW I-- pesky pod W's
iView
5111r.st Y1M
as Loseast �►
me" info on our
a" ems • adoleatres W pmsai®y d
r.•s�
•� �, . Jaeaeeee•
redrdsas
..
website at:
• loss dwo dm VDM* my tool t m f
leers ar w 8e Md ded<
Email us for
more information
Prosolarft rosolar. com
"&p°thaftm�FasJackemdtsFwri6�
parts.
The foil Jodt• Is available In four convential sire
All stres am packaged in quan8ties of 18 pear bola
$ 18 -1-Round Posts (9-, 41/4°, 6" of 1.1/4" tall)
18 • Threaded bosh
8 18 -9/8" st 9/4" SS Nat Bobs
18 -9/8" SS Rat Wasbars
e' 18 -5/16" it 9" SS lap oohs
. �•�'+ `.•�' 18 - 5/16" SS Rat Washers
Easy Installation:
mr &&Wseredeess.erater
Hashing Template
Available ler Ogley
Y
A ;
dnheme, MalmoMekas o nfing In
w Wesel ttesNtp no and
t
Kit b,dums ran
Jack pad Wanner
r
Pial 1010
• ' Product Data Sheet DU222RB
SWITCH NOT FUSIBLE GD 240V 60A 2P NEMA3R
Technical Characteristics
s�u�e a
bYSChne1dkW Electric
W Price $35&00 USD
Avalfabt7t�y Stud[ Dem- This item ll rwmp-fty stodted In oiv.disIbibuflon facility.
r
Number of Poles
2 -Pole
Terminal Type,
_
-
.Lugs
TypeY
General Duty _
Maximum Voltage Rating
240VAC
Wire S¢e
#10 t0 #2 AWQ(AJ) - #14 to #2 AWG(Cu)
Action
Single Throw
Ampere Rating _ -
60A
Approvals
UL listed File Number E2875 _
Enclosure Rating
NEMA 3R _
Enclosure Type y
Rainproof and SleeUlce proof (IndoodOutdoor)
Factory Installed Neutral
No
Disconnect Type
Non -Fusible
Mounting Type
Surface
Shipping and Ordering
Category
00106 - Safety Switch; General Duty; 30 - 200 Amp, NEMA3R
Discount Schedule
GTIN
00785901491491
Pa&age Quantity
1
Weight
4.7 lbs.
Availability Code
Stock Item: This item is -normally stocked in our distribution facility. -
.
Retumability
Y
Country of Origin
SAX
As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document
4
Generated: 04/11/2011 13:50:59
® 2011 Schneider Electric: All rights reserved. Schneider
VElectric
SOL.ARMOUNT
Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6
UGC -1
OUN I RAG 613tanatinn Sheet225.6 Unirac Groundirta Clips and WMMLu
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UA1I IMC AluBrogdway Boulevard NE
'v Albuguer ue NM 87ioi-i54S 45'USA
Bin
City of La Quint
Bulidmg Sr Safety DkWon
P.O Box 1504, 79495 Calle Tampico
La QI&94 CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
peralit #
P-jectAddieSs: 54800 Avenida Obre on
Owna•SName-Edward White
A. P. Numbtr.774294003
Address: 54800 Avenida Obregon
Legal Description: a w s d y z of oso SANTA Cncmi
=City, S.I. zip. La Quinta CA 92253
Telephone: (760) 333-3313
Contractor ar Distributors Inc.
73820 Dinah Shore Dr.
Project Description:7.425OkW lar System (STC)
�> zip=Palm Desert CA 92211
�)JvgVW UPAO iZle. WV � %X%J &U#e4.�-
rTel,4 hone: 760.391.2017%f
_ ::,i 9 'fF / S
r.f ;nth.Lic.
i9: 672221
Ci x;.106513
., Engr., Designer.ress:v
City, ST. Zip:
Telephone:
,..,ynstruction
�� n,• z s'.x..;'
Type: Occupancy:
State Lie. #:
Projecttype (circle one): New Add'n Alter Repair Demo
Name of contact Person: Juan -Pablo Grados
Sq. Ft:Stories:
1{ Units:
Telephone d of Contact Person: 760.391.2017
Estimated Value of Project: $20,452.00
APPLICANT: DO NOT WRITE BELOW THIS LINE
H
1 Submittal
Req'd
Ree'd
TRACKING
PERMIT FEES
Pian Sets
Plan Check submitted
Item
Amount
Structural Cala.
Reviewed, ready for corrections
Plan Check Deposit
^
Truss Cates.
Called Contact Person
Plan Check Balance
Title 24 Cates.
Pians picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
^
Grading plan
2°' Review, ready for eorrectionsfissu !
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.L
r�
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for corrextioe Gr1 v
Developer Impact Fee
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
r.
Total Permit Fees
61%is.- 4rut • Avp-��