BSOL2015-001078-495 CALLE TAMPICO '
LA QUINTA, CALIFORNIA 92253•; ^ 1\\
Application Number:
Property Address:
A4'N:
-Application Description
Property Zoning:
Application Valuation:
Applicant:
SEA BRIGHT SOLAR INC
0 OUTSIDE CITY LIMITS
LA QUINTA,.CA 92253
BSOL2015-0010
51140 CALLE PALOMA
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING OERWT +
770143001
14.145 kW PV SYSTEM - (41) 315W PANELS/(3) INVERTER/SUBPANEL
$69,000.00
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm under penalty of perjury that Lam licensed under provisions of Chapter
9 (commencing with Section 7000) of Division 3 of the Business and Professions:Code,
and'my License is in full force and effect.
License Class: License No.: :LIC -0108470
bate. .2 'A 3 rX Contractor:
OWNER -BUILDER CLARATION
I hereby affirm under penalty of perjury 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 sheds 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 applicantfor a
permit subjects the applicant to a civil penalty of hot -more than five hundred dollars
($500).:
(� 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; 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 foe,
the performance of the work -for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's
VOICE (760) 777-7125
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Owner:
WILLIAM COVER
P O'BOX 1160
LA QUINTA, CA 92253
Contractor:
SEA BRIGHT SOLAR INC
O OUTSIDE CITY LIMITS
LA-QUINTA, CA 92253
(909)335-0820
Llc. No.: :LIC -0108470
f:
Date: 2/23/2015
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WORKER'S COMPENSATION DECLARATION
1 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 wofk for which this permit is issued: • _
j9 ;t 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 worke.rs''compensation insurance carrier and policy, number are:
Carrier Policy,Numbec_
I certify that in the performance of the work for which this permit is issued, I
shall not employ any, person.inany manner sofas 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. ,
Dated '23 ' Applicant:
WARNING:•FAILU.RE T.O SECURE WORKE 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,ihe Building Official for a permit subject to
She conditions and re, strictions'set,forth on thisapplication.
1: Each person upomwhose behalf this application is made; each person at.whose
request and 'for whose.b.enefit 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`h6ld..harmless the City of La Quint a, its officers,' agents, and
employees for
any act or:omission related to the work being.performed under or
following issuance ofthis 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'siubject 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 herebyauthorize, representatives of this city to enter upon the above -
property -for inspection purposes.
Date< ' 3 '� Signature (Applicant or Age
M
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101;0000-20306'!: 0
$3 00 '. $0.00.'
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Total Paid folrPERMITrI55UANCE $91 85 $0:00 .
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Description: 14.145 kW PV SYSTEM.- (411315W PANELS/(3)'INVERTEVS1060ANEL
Type: SOLAR Subtype: Status: APPROVED .
Applied:`2/4/2015.PJU
Approved: 2/5/2015-JFU
Parcel No: 770143001 Site Address: 51140:.CALLE'PALOMALA QUINTA,CA.92253- .' -
Subdivision: DESERT CLUB TR UNITS Block:. ' Lot: 101
Issued:
Lot Scl Ft: -O '-- Building Sq Ft: 0`.. Zoning:
Finaled:
Valuation: $69;0.00:00 Occupancy;Type`. Construction Type:
Expired:
No. Buildings 0.. :. No Stones 0. No. Unites 0
Details: 14 145 kW SOLAR ARRAY, (41) 345W SUNPOWER SPR -X21 345 MODULES W/'(1) SUNNY BOY'SB3000A TL -.US; (2) SUNNY BOY,565000
-TL-US=22 INVERTERS AND (1) 100A SUBPANEL (6565F] 2013 CALIFORNIA'ELECTRICAL CODE.
APPLICANT SEA. BRIGHT SOLAR INC" O OUTSIDE.CITY LIMITS' LA`QUINTA .CA 92253
CONTRACTOR SEA BRIGHT SOLAR INC 0 OUTSIDE CITY LIMITS LA QUINTA. CA 92253
OWNER WILLIAM,COVER P.'0 BOX 1160 LA'QUINTA CA 92253
Printed: Monday, February 23, 2015 10:04:27 AM. 160
. SYSTEMS
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•JAKEFUSON•
APPLICANT SEA. BRIGHT SOLAR INC" O OUTSIDE.CITY LIMITS' LA`QUINTA .CA 92253
CONTRACTOR SEA BRIGHT SOLAR INC 0 OUTSIDE CITY LIMITS LA QUINTA. CA 92253
OWNER WILLIAM,COVER P.'0 BOX 1160 LA'QUINTA CA 92253
Printed: Monday, February 23, 2015 10:04:27 AM. 160
. SYSTEMS
PARENT PROJECTS
BOND INFORMATION
Printed: Monday, February 23, 2015 10:04:27 AM 2 of 3
' SYSTf: AAS
FINANCIAL
INFORMATION
CLTD
DESCRIPTION
ACCOUNT QTY
AMOUNT
PAID
PAID DATE RECEIPT # CHECK # METHOD PAID'BYBY
BSAS SB1473 FEE
101-0000-20306 0
$3.00
$0.00
Total Paid forBUILDING STANDARDS ADMINISTRATION
$3.00
$0.00
BSA:
PV SYSTEM - ARRAY,
101-0000-42403
0
$24.17
$0.00
FIRST 20
PV SYSTEM - ARRAY,
101-0000-42600
0
$24.17
$0.00
FIRST 20 PC
PV SYSTEM - MISC
101-0000-42403
0
$24.17
$0.00
EQUIPMENT
PV SYSTEM - MISC
101-0000-42600
0
$24.17
$0.00
EQUIPMENT PC
Total Paid forELECTRICAL:
$96.68
$0.00
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$0.00
Total Paid for PERMIT ISSUANCE:
$91.85
$0.00
TOTALS:00
PARENT PROJECTS
BOND INFORMATION
Printed: Monday, February 23, 2015 10:04:27 AM 2 of 3
' SYSTf: AAS
OR
Bin l!
Per ft
Project Address: NU• . cc,
Cray of D Quin to .
-6uifding:$z Sa(etyDivision
P.O. Box 150.4,; 78=495 Calle Tampico .
La Quinta, CA 92253" - (760) 777-7012
Building Permit Application an, Tracking Sheet
-O /U , .� ':OWner.'s-Namc: '9r ( ( p ve ,
A. P. Number:
Address:;:51.116 (A//-( Pdlowlol
Legal Description:
25 -5.
Contractor: St? q f3%t � S d 1 a'r•
TdP .. 760 .:- Z& 3�
o hone: S�.tl
`<>'% ...::....
Address:0 ? 5 ✓lI ✓5 ✓" GA I
GGA✓ bl J �!�-
Prodect.Description: �) yK,-)v (� N ...IyS /<,,A/
City, ST, Zip:. R-e d atnA C
%'23 7 3v
•. i.Ui�t . Sale, v . r6o+- r✓Io✓rn4-
Telephone: o? 3 3 S � oY O
......
•.
_
Statc Lic. # : 9
City Lic'#:
y
Arch., Engr., Designer: �� �.� C'011M5
Address: 7 %C7 �i (01y.i</► a WG,
City., ST, Zip: I�i viers ,:d G.q
_ 9 ZSR,
/
Telephone: %9SI .77b - SSS
'. ?i ..,: ...::::....
•.:�:� :.,`:<]�-
`' " <''s<>• :::>: •;:>;< ::c>:'R.•Pro•ect
n ion Type': Occupancy.
'Co stru " yP SDI�,�'
State Lic. #:
s Go52�rip.(
c circle one :. New . Add'n Alter." Repair Demo
)
Name of Contact Person: DG `. 1
Sq. Ft:: , 2-600 "
4Stories:
it Units.
Telephone W, of Contact Person: rl
31 ' . — i. ZZ '
Estimated Value of Project:, p p
4 i
APPLICANT DO NOT WRITE BELOW THIS`LINE
# Submittal Req'd Rec'd TRACKING f r` PERMIT FEES
Plan Sets
'PIan Checksubmittcd t.
Item
Amount
Structural Calcs.
Reviewed; ready for ceprceke+ ."*c VE
2 5_
Plan Check "Deposit
Truss Calcs.Ca11ed:Gontac"t
Person
:
Plan Check Balance.
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°4 Rcvicw, ready for corrections/issue
Electrical .
Subconfactor List
Called Contact Person .
Plumbing
Grant Decd
Plans.piekcd up
S'M.I.
H.O.A. Approval
Plans resubmitted
Grading I
IN HOUSE:-
'rO Rcvicw, ready for corccctions�ssue
-Developer Impact Fee
Planning Approval
Called Contact Person ;
A.LP.P.
Pub. Wks. Appr
Date of permlt issue
Scliooi.Fcts
Total Permit Fccs
♦i'- . ALLAN ENGINEERING
Civil -Structural -Planning -Mechanical
�- 17906 Corrine Way, Riverside CA 92504
Phone: (951)-776-1515, Fax: (951)776-1585
Date: February 1, 2015
SUBJECT: STRUCTURAL ANALYSIS FOR ROOF MOUNTED SOLAR PANEL
AT 51140 CALLE POLOMA, LA QUINTA CA 92253
Attention: Plan Checker
Attached you will find structural calculations for a roof mounted solar panel assembly located at the subject
address. Lateral and Gravity analysis were performed (see attached calculations)
The existing roof framing design was determined to be capable of supporting the solar panel assembly as
proposed
Please call a at 951-776-1515 or by email at structuralengineer@live.com if you have any questions
Collins Allan, PE
Civil Engineer
C 60527 CITY OF LA WINTA
ETY DEPT.
rB pf-- OVER
i 13�
1
Summary Worksheet
Output
Comments
2
Roof Framing
2"x4",@ 24" o/c 6' max Segment
3
lSet Angle of Module(degrees)
22
25 max
4
Rise over 12 Units Run
4.85
5
PV Module Unit Weight (pounds)
46.7
6
jUnii PV Module Width(inches/feet)
61.4
5.12
7
Unit PV Module Length (inches/feet)
41.2
3.43
8
Unit PV Module Area (square Feet)
17.57
9
Number of Module Array
41.00
PrL Ae
10
Total Square Area of PV Array (Square Feet)
720.26
L4IV
11
Aggregate Module Weight (pounds)
1681100
12
Racking an Railing Weight (pounds)
178.00
oG
� � \ •�
13
Snow Load (pounds per square feet) .
0.00
14
Total Snow Load
0.00
15
Aggregate Module + Snow+ Racking Weight (pounds)
1859.00
16
Uplift Per Module (pounds)
530.00
See Wind Uplift Calcs
17
Total Uplift of all Modules in PV Array at Crirtical Section
21730.00
Use to be conservative
18
Net Uplift of array (pounds)
19871.00
Ignore to be conservative
19
Number of Supports (Standoffs)
56
20
Gravity induced Point Load Per Support (pounds)
33.20
See Gravity Calcs
21
Uplift Per Support (pounds)
388.04
22
5/16" Lag Screw'Capacity.(Pounds Per Inch) into DFL.
266.00
NDS 2010 Table 11.2 & 11.3
23
Required Penetration of 5/16 Lag Screw(inches)
1.46
Penetrate 2.5" min into rafter per code.
24
Choose Laf Bolt
5/16" Daim. X'2.5" Penetration
25
Square Footage of Roof(SF)
3,350
26
Roof dead Load(psf)
10
27
Roof Seismic Weight
33500
28
Ratio of PV Assembly Weight to Roof Load
169f,
Less than 10% OK for Seismic Lateral
Qroject: BFLL AND ANN COVER Gravity Calcs - Copy page
"Collins
Location: Truss Analysis for gravity load Allan
Multi -Loaded Multi -Span Beam 17906 Corinne Way or
[2013 California Building Code(2012 NDS) Riverside'CA 92504
2.0 IN x 4.0 IN x.6.0 FT, (Actual 6 FT) StruCalc Version 9.0.1.4 2/1/2015 8:45:55 PM
#2 - Douglas -Fir -Larch - Dry Use,
Section Adequate By: 137.3%
Controlling Factor: Deflection
DEFLECTIONS Cen er LOADING DIAGRAM
Live Load 0.07 IN U1050
Dead Load 0.06 ' in
Total Load 0.13 IN U570
Live Load Deflection Criteria: U366 Total Load Deflection Criteria: U240
REACTIONS A_ B
Live Load 120: Ib 120 Ib
Dead Load 110 Ib 121 Ib
Total Load 230 Ib 241 Ib
Bearing Length 0.18 in 0.19 in
13EAM.DATA Center
Span Length 6 ft-
Unbraced Length -Top 0 ft s ft
Unbraced Length -Bottom 6 ft
Beam End Elevation Difference 0.5 ft
Live Load Duration Factor 2.00
Notch Depth
0.00
3.478 Ft from left support of span 2 (Center Span)
Created by dead loads only on all span(s).
UNIFORM LOADS - Center
PROPERTIES
Created by dead loads only on all span(s).
Comparisons with required sections: Read
Provide
Uniform Live Load 40
pif
Area (Shear): 1.11 in2
MATERIAL
#2 - Douglas -Fir -Larch
Moment of Inertia (deflection): 4.49 in4
10.67 .in4
Moment: 151 ft -Ib
621 ft -Ib
Shear: -120 lb
Uniform Dead Load 20
plf
Base Values
Admus ed,
Self
Beam Self Weighh2
t ei W
Total Unit 62
pif
pif;
Bending Stress:
Fb =
900, psi
Fb' =
1397 psi
Cd=0.90
CF= 1.50 Cr=1.15
POINT LOADS"- CENTERSPAN
.
Shear Stress:
Fv =
180 psi
Fv' =
162 psi
`Load,Number
Two
Three
Cd=0.90
Live Load 0 Ib
0 Ib
0 Ib
Modulus of Elasticity:
E =
1600 ksi
E'=
1600 ksi
Dead Load 33.2 Ib
33.2 Ib
. 33.2- Ib
Comp. -L to Grain:
Fc -1=
'625 psi
Fc -1' =
625 psi
'Location" :0.5 ft
4 ft
5.5 ft
Controlling Moment: 151 ft -Ib
3.478 Ft from left support of span 2 (Center Span)
Created by dead loads only on all span(s).
Controlling Shear: -12016
5.999 Ft from left support of span.2 (Center Span)
Created by dead loads only on all span(s).
Comparisons with required sections: Read
Provide
Section Modulus: 1.29 in3
5.33 in3
Area (Shear): 1.11 in2
8 in2
Moment of Inertia (deflection): 4.49 in4
10.67 .in4
Moment: 151 ft -Ib
621 ft -Ib
Shear: -120 lb
864 lb
2 3
PROJECT:
CLIENT:
<.'.ina Nn •'
t PAGE
DESIGN BY: CA �j.''
5; 5 REVIEW BY: a 1A'"" 1
INPUT DATA
WIND TO BOTTOM, y.= 0°
CLEAR FLOW.' OBSTRUCTED
Exposure category (B, C or D) _
CASE CNW CNL CNW ' CNL CNW CNL CNV; CNL
22.01
Importance factor, 1.0 only, (Table 1.5-2)
-1.46
-1.58
Basicwind speed (ASCE 7-1026.5.1) V =
Topographic factor (26.8 8 Table 26.8.1)
ll. 1;0<.'mph
`1.67
1.79
0.49 -1.01
Kn =
9.39 -19.15
FlatJsiope
0.09 -0.18
B 1 -2:37 -0.28 -2:29 -0.88: 2:17 0.69
1.29 -0.02
Height of mean roof h =
i'w 3"
'ft
-5.33'
z
-16.75-
41.35
Roof slope
4 00
r
12 [
0�93� it 0)OOL Ir
Roof length L5:12.
:..sir.
ft
-
Roof horizontal projected width B =
r `3.45
ft
LP rot acted)
Effective area of component /Gadding A =
18.01 ; ft2
8.
DESIGN SUMMARY
1. Main Wind -Force Resisting System
Max horizontal force / base shear from roof
= 0.23 kips
+ 0.02ikibs (eave &columns increasing)
E ; 0.26 kips
Max vertical download force
= 0.58 kips
Max vertical uplift force
= 0.53 kips
Max moment at centroid of base from roof
r .
= 0.89 ft -kips
+ 0:09 ft -kips (eave & columns increasing)
E 0.98.ft-kips
2. Component and Cladding Elements
Max inward pressure
= 76 psf
Max net outward pressure
= 77 psf
ANALYSIS
Velocity pressure
qh = 0.00256 Kh K,, Kd V2 = 22.38
psf
where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1
page 298 & Eq. 30.3-1 page 316)
Kh = velocity pressure exposure coefficient evaluated at height; h, (Tab. 28.3-1, pg 299)
= 0.85
Kd = wind directionality_factor. (Tab. 26.6-1, for building, page 250)
= 0.85
h = height of mean roof
= 3.00 ft
Main Wind -Force Resisting System (Sec. 27.4.3)
p=ghGCN
F=pA1
where: G = gust effect factor. (Sec. 26.9)
6 = roof angle
= .22.01 degree
< 45 deg. [Satisfactory]
A1= roof actual area.
= 9.5 ft2, windward
= 9.5 ft2, leeward
CN = net force coefficients. (Fig. 27:4-4, page 267)
Check Fig. 27.4-4 limitation
h / B = 0.87 within [0.25 ,.1.0]
[Satisfactory]
9
WIND TO BOTTOM, y.= 0°
CLEAR FLOW.' OBSTRUCTED
WIND TO TOP, y='180°
CLEAR FLOW I OBSTRUCTED
CASE CNW CNL CNW ' CNL CNW CNL CNV; CNL
22.01
A'
-1.46
-1.58
-1.47.'
. -1.69,'
`1.67
1.79
0.49 -1.01
p (PSO -27.78 ". -30.06 -28.03 -32.09 `31.84 33.99
9.39 -19.15
F (kips) -0.26 -0.29 -0.27 `: '-0.31 0.30 0.32'
0.09 -0.18
B 1 -2:37 -0.28 -2:29 -0.88: 2:17 0.69
1.29 -0.02
P (psf)
'-45.03
-5.33'
-43.50
-16.75-
41.35
13.19
24.6P38:�
F (kips) -0.43 -0.05 0141 -0.16 • 0.39 0.13
0�93� it 0)OOL Ir
WIND TO TOP, v = 180°
� o v:��i v.�w . �.aa v.00 .u.uu u.uu
Bending moment at centroid of base M ft -kis 0:599279 0.89112 0.607919 0:882314 0.72404 0.334529 -
Component and Cladding Elements (Sec. 30.8.2)
p=gnGCN
where: CN =net force coefficients. (Fig. 30.8-1, page 351)
a = Max[ Min(0.1L , 0.1B , 0.4h ) , 0:04L, 0.04B, 3ft.] , (Fig. 30.8-1, footnote 6) = 3.0 ft
Fuer effective area 1 A n1 sn k nt nivon
CLEAR:WIND FLOW
OBSTRUCTED WIND FLOW
ZONE ZONE ZONE
ZONE3ZONE ZONE 1'
CN 3:98 ,. -4.01 3.26 -3.32 1 2.17 -2.18 ~1
2.54 4.04 2.08
-3.34 1.39'
-2.19
P (psf) 75.80 ' -76.35' 62.03 -63.16 1 41.35 '1',-41.48
48.36 , ' -=76.81:. 39.57,
-63.54 26.38
-41.73
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GENERAL NOTES
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ARRAY - 41 MODULES
1. Local utility provider shall be notified prior to use and activation of any solar photovoltaic installation.
ROOF TILT = 18°
N N
2. No sheet metal or tech screws shall be used to ground disconnect enclosure with tin-plated aluminum lugs; proper
AZIMUTH = 180°
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grounding/ground bar kits should be used.
ROOF TYPE - FLAT SURFACE
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3. exterior conduit, fittings, and boxes shall be with rain tight and approved for use in wet locations.(CEC 3I4.15a).
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panels (6" minimum recommended).
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5. Separation distance-measurement from bottom of panel to top�of roof covering shall be minimum 4".
UNGROUNDED INVERTER
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THIS=PROJECT SHALL-COMPLY WITH*THE
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insalation instructions.
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provided as,pe'r-section'110.26.CEC. -
2013=CA:RESIDENTIAL'CODE
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201.3 CA" ELECTRICAL- CODE• 2011-NEC
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CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WHEN
PREPARING ROOF FOR ANCHOR POINT LOCATIONS. BUILDING
STRUCTURE INTEGRITY IS THE RESPONSIBILITY OF THE INSTALLER
ADJUSTMENTS MAY BE REQUIRED DUE TO EXISTING ROOF LAYOUT
2013 NATIONAL ELECTRICAL CODE (2013 NEC] - ARTICLE 690,
ALL MANUFACTURES' LISTING AND INSTALLATION INSTRUCTIONS.
NOTE:
ROOF ACCESS POINTS SHALL BE LOCATED IN AREAS THAT DO NOT
REQUIRE THE PLACEMENT OF GROUND LADDERS OVER OPENINGS
SUCH AS WINDOWS OR DOORS, AND LOCATED AT STRONG POINTS
OF BUILDING CONSTRUCTION IN LOCATIONS WHERE THE ACCESS
POINT DOES NOT CONFLICT WITH OVERHEAD OBSTRUCTIONS SUCH
AS TREE LIMBS, WIRES OR SIGNS.
POINT LOAD CALCULATION PER ARRAY.
ITEM
# OR WEIGHT
TOTAL
LIN FT PER (Ibs)
WEIGHT (lbs)
MODULES
41 41
1681
TYPE ENCLOSURE NEMA 3R 6.3 &
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# OF MOUNTS
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(N) 100 AMP AC DISCONNECT
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TYPE ENCLOSURE NEMA 3R 6.3 &
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APN # 770143001
NOTE:
I. NO GUARDRAILS ARE REQUIRED FOR INSTALLED SOLAR ENERGY
DEVICES PURSUANT TO CITYICOUNTY MC 91.1013.5.'
2. ALL PV SYSTEM COMPONENTS SHALL BE LISTED BY A RECOGNIZED TESTING
AGENCY (I.E., UL 1741, ETC).
3. WIRING MATERIAL SHALL BE SUITABLE FOR THE SUN EXPOSURE AND WET
LOCATIONS. FIELD APPLIED PROTECTIVE COATINGS ARE NOT ACCEPTABLE.
4. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING MATERIAL
SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE.
5. IN ONE -AND TWO-FAMILY DWELLING, LIVE PARTS IN PV SOURCE CIRCUITS
AND PV OUTPUT CIRCUITS OVER 150 VOLTS TO GROUND SHALL NOT BE
ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED.
6. ALL FIELD INSTALLED JUNCTION, PULL AND OUTLET BOXES LOCATED BEHIND
MODULES OR PANELS SHALL BE ACCESSIBLE DIRECTLY OR BY DISPLACEMENT OF
A MODULE(S) OR PANEL(S) SECURED BY REMOVABLE FASTENERS.
7. SIGNS SHALL BE POSTED ADJACENT TO EACH PV DISCONNECT AND
INVERTER TO INDICATE, 'PHOTOVOLTAIC SYSTEM'
NOTE:
WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY
INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD.
ALL CONDUIT, FITTINGS, BOXES
COMPLYING WITH NEC 314.15A
THERE SHALL NOT BE ANY HANGING WIRES
UNDERNEATH THE PV PANELS. (110.12 CEC)
ALL TERMINAL CONNECTIONS SHALL BE RATED AT LEAST 90' C.
NOTE:
WILL PROVIDE LABEL TO INDICATE PV -SOLAR AC BREAKERS IN
MAIN PANEL
TO UTILITY GRID
SINGLE l A.�..J
SINGLE PHASE
(E)225AMP 1201240V
(E)175 MCB
81-DIRECTINAL UTILITY MAIN ELECTRICAL PANEL
METER�-�
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ENCLOSURES GROUNDED TO MAIN PANEL GROUND
DC REQUIRED CONDUCTOR AMPACITY
[NEC 690.8(8)(1)1:
(6.39) (1) (1.25) (115) = 9.98 A
AWG 910, DERATED AMPACITY:
(40) (0.58) (0.8) =18.56 A
18.56A> 9.98 A, THEREFORE DC WIRE SIZE IS VALID.
AC REQUIRED CONDUCTOR AMPACITY
(41)(1.25)=51.25A
AWG # 4 DERATED AMPACITY:
(95)(0.91)(1) =86.45 A
NOTE:
DO NOT RELOCATE PV SOLAR BREAKERS IN MAIN PANEL
NOTES:
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL LOCAL & NEC CODE
REQUIREMENTS AND MANUALS FOR INSTALLING A PV SYSTEM.
ALL COMPONENTS MUST BE GROUNDED PER NEC REQUIREMENTS,
EACH MODULE MUST BE GROUNDED ACCORDING TO INSTALLATION REQUIREMENTS.
ALL EQUIPMENT SHALL BE LISTED PER NEC.
NOTIFY SERVICE UTILITY BEFORE ACTIVATION OF PV SYSTEM.
WHEN BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER
SHALL NOT READ LINE AND LOAD.
ALL SOLAR APPURTENANCES SHALL BE PAINTED A COLOR SIMILAR TO THE COLOR
OF THE SURFACE UPON WHICH THEY ARE MOUNTED.
NOTE:
WORKING CLEARANCES AROUND THE EXISTING ELECTRICAL
EQUIPMENT AS WELL AS THE NEW ELECTRICAL EQUIPMENT WILL BE
MAINTAINED IN ACCORDANCE WITH CECI10.26.
ELECTRICAL EQUIPMENT SHALL BE LISTED
BY A CITY RECOGNIZED ELECTRICAL TESTING LABORATORY.
BACK -FED BREAKER MUST BE AT THE OPPOSITE END OF BUS BAR FROM THE
MAIN BERAKER OR MAIN LUG SUPPLYING CURRENT FROM THE UTILITIES.
(N) 80A 2 POLE BREAKER &
AC DISCONNECT
SHALL BE INSTALLED AT OPPOSITE
END OF MAIN CIRCUIT BREAKER
240VDC VD% CALCULATION
VD = (2.135' 1.24.6.02) (1000' = 2.01 Volts
= 2.01 Volts / 240 Volts = 0.0084 = 0.84%
l
5
EXTERIOR SURFACE MOUNT
314' EMT CONDUIT
AC VOLTAGE
(3) #4 CU AWG THWN-2 TYPE
WC WET & DRY
GROUNDING NOTES:
EACH MODULE SHALL BE BONDED USING A UL LISTED CUTIN
GROUNDING LAY4N LUG LOCATED AT THE MANUFACTURE'S SPECIFIED
LOCATION ON THE MODULE IN ACCORDANCE WITH UFACTU ER'S
INSTRUCBARE CUTWIRE IONS SUCH THAT REMOVAL OF A MODULE R D IN ACCORDANCE WITH CEC N ASEI VtE 0 F ��
NOT INTERRUPT GROUNDING OF REMAINING MODUL . BUILDING g SAFETY ®E PT
APPROVED
DATE By
(1) #6 CU AWG BARE GROUND WIRE
NEC 250
2 STRINGS OF 7 MODULES IN SERIES & PARALLEL
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(4) #8 PV -WIRE
NEC 300.6 C1
'J' BOX ON ROOF
SEALED TIGHT
UNFUSED
PTC RATING IS 235.2 W
Nmpl is 14 * 323.3 * 0.97/1000 = 4.39 KW AC (INVERTERS #2&3)
13 * 323.3 * 0.97/1000 = 4.08 KW AC (INVERTER #1)
TOTAL =12.86 KW KW AC - (CEC)
ARGAV RATIAI!_Q-
(AIN V CR I CI-, if I I
VOC= 477.40 VDC
VMP= 401.10 VDC
ISC= 12.78 ADC
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41 MODULES -SUN POWER -SPR-X21-345
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1785 INDUSTRIAL PARK AVE. SUITE A
2 INVERTER SUNNYBOY SB5000-TL-US-22
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1' INVERTER SUNNYBOY SB3800-TL-US-22
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PHONE: 90971
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IN OPERATING MODE:
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BILL AND ANNE COVER
SYSTEM SIZE: 14.145 KW DC - (STC)
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14:145 KW - DC ROOF MOUNT
PV SOLAR SYSTEM
SYSTEM SIZE: 13.26 KW DC - (CEC)
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SYSTEM SIZE: 12.86 KW AC - (PEC)
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SEA BRIGHT SOLAR INC., CONTRACTOR
51140 CALLE POLOMA
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LA QUINTA , CA 92253
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STATE LICENSE#
LICENSE CLASS
EXPIRATION DATOCCUPANCY
R3 /TYPE 5 STRU
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900399
C-46
06/30/2015
APN # 770143001
GENERAL NOTES
2013 CEC, 2011 NEC, CITY/COUNTY FD-MARIQNGS,
LABELS, AND WARNING SIGNS
REQUIRED
A. Main Service Disconnect:
CAUTION
SOLAR ELECTRIC SYSTEM CONNECTED
1. Residential buildings - the marking may be placed
within the main service disconnect. The marking shall
be placed on the outside cover if the main service
disconnect is operable with the service panel closed.
2. Permanent labels shall be provided , no sharpie
marking will be allowed within any main service panel or
subpanel.
3.Al1National Electric Code, and Fire Department required labeling
will be made of sunlight and weather -resistant material. Labeling on
disconnects, inverters and service panels will be made of an
engraved, plastic material and be permanently attached to its
respective device. All labeling shall'be attached directly to those
pieces of equipment.
4.Markings: Verbiage, Format, and Type of Material.
a. Verbiage:
WARNING
POWER TO THIS BUILDING IS ALSO
SUPPLIED BY PHOTOVOLTAIC SOLAR
SYSTEM, DO NOT TOUCH TERMINALS
b. Format:
(1) White lettering on a red background.
(2) Minimum 3/8 inches letter height.
(3) All letters shall be capitalized.
(4) Arial or similar font, Non -bold
(5) Reflective weather resistant. material suitable for the
enviroment (durable adhesive materials must meet this requirement)
B. Marking Requirements on DC Conduit. Raceways,
Enclosures, Cable Assemblies, DC Combiners, and
junction boxes:
1. Markings: Placement, Verbiage, Format, and Type of
Material.
a. Permanent Placement: Markings shall be placed
every 10 feet on all interior and exterior DC conduits,
raceways, enclosures, and cable assemblies, at
turns, above and/or below penetrations, all DC
combiners, and junction boxes.
b. Verbiage:
CAUTION
SOLAR CIRCUIT
c. The following label to be placed on all AC
disconnects
CAUTION
SOLAR CIRCUIT DISCONNECT
PLACEDON
'WARNING
POWER TO THIS BUILDING IS
ALSO SUPPLIED BY THE
PHOTOVOLTAIC SOLAR SYSTEM ,
DO NOT TOUCH TERMINALS.
PLACED ON MAIN PANEL
PLACED ON EACH DC DISCONNECT INVERTER
AT ALL 'V! BOXES;COMB. BOX, DISCONNECTS DEVICE WHERE
ENERGIZED; UNGROUNDED CIRCUITS MAYBE EXPOSED DURING
SERVICE'
CAUTION,
• s ELECTRIC SYSTEM • 1.
PLACED:ON MAIN ELECTRICAL PANEL
. 6" x 6". Placard. to go on Main:Service Panel
PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS
690.54
PLACED ON INTERIOR ANDZXTERIOR DC CONDUIT,'
RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES,.JUNCTION BOXES,
AND DISCONNECTS. MARKING SHALL BE PLACED;ON:INTERIOR
AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES'AND CABLE
ASSEMBLIES EVERY 10 -FEET (3048MM), WITHIN 1 FOOT OF TURNS
OR BENDS ANDMITHIN 1 FOOT` ABOVE`` ANDSELOW..PENETRATIONS
OF ROOF/CEILING ASSEMBLIESYWALLS OR,BARRIERS:CFC
- 604:11.1& CRC R331.2
DC DISCONNECT
PLACED ON INVERTER
NEC : 690.14(C)(2)
CAUTiON SOLAR CIRCUIT
ON ALL DC CONDUITS RACEWAY EVERY 10"A "J" BOX
NEAR GROUND -FAULT INDICATOR
STRING INVERTERS ONLY
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