HomeMy WebLinkAboutUntitled (2) City of Arcadia, CA - - Permit NO.SOLR-19-2436
t
Development Services Department v Permi[Type:Solar
240 West Huntington Drive,Post Office Box 60021 i � f -
Arcadia,CA 91066-6021ilWkCfossi�icotlo :Sol"ar-kesidentiaf
I (626)574-5416 - Permit Status:issued
ARCADIA . IssueDate:12/04/20191 Expiration: 06/01/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
48 W WINNIE WAY Arcadia,CA 91007-8047 5782018024
Contacts
DEXTER LEE Owner True Power Solar Contractor
48 W WINNIE WAY 201 Clark AVE, Pomona,CA 91767
(310)245-7154 (714)676-8888 970591
Description:ROOF MOUNTED SOLAR SYSTEM 16 MODULES, 1 Valuation: $ 0.00 Tenant
INVERTER
Total Sq Feet: 0.00 Plan Check N Plan 4
1 Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt k REC-03260-19 $308.24
Fire Plan Check Fee Residential $50.00
Inverters $77.78 Amount Due: $0.00
Panels $82.45
Solid Waste Management Fee 2 $1.00 COLE1EDTotal: $308.24 !
...
fr..,/ CALLS FOR INSPECTIONS
6247-11 riti4-L Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
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6r'4a 'LGgI7 This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
1/(7
December 04, 2019
Issued By: Date
December 04,2019 Page 1 of 1
cN'Foy.vN
4 ;w�+ I= PERMIT/PLAN REVIEW APPLICATION
•4l
`11►*' o Development Services Department,240 West Huntington Drive,Post Office Box 60021
iii Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penally of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Coda,and my/license is in full fore- , e / 0 I have and will maintain a certificate of consent to self-insure for workers'
Ill License Class LJI--�b License No. 0)241 F .
Date3/3l�ZD compensation, as provided for by Section 3700 of the Labor Code, for the
•
Signature of Contractor '� performance of the work for which this permit is issued.
OWNER-BUILDER D y •TION ❑ I have and will maintain workers'compensation insurance,as required by Section
0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers�compsgtittn insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier Li rr
demolish,or repair any structure,prior to its issuance,also required the applicant t l{'7 6
•
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there fiom and the basis for the alleged exemption. Any violation of 0 I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I she. d become subject to the
workers'compensation provisions of Section 371 t labor Code,I shall
0 I, as owner of the property, or my employees with wages as their sole forthwith comply 'th those provisions.
compensation,will do the work,and the structure is not intended or offered for r1 t Z f L( I
Date Signature
sale(Section 7044,Business and Professions Code:The Contractors License `
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own -
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'.Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminalpenalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued(Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further
iinformat n. / _ 1
ame �"Is - l` �NAMEPRINT NAME \rrde -4 CC�v b`—...--,--,.
I certify that I have read this applca>'on and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all Ci 4. •ii ,v .ces and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the : : 1 :, I, property for inspection purposes.
1Z1 L. / lg .
ignature \teDa
PHOTOVOLTAIC ARRAY
Comota
(16)Jinko Solar 390W PV Modules(JKM390M-72L-V)
ROOF PLAN
(1)Solar Edge 6.0 KW Inverter(SE6000H-US)
(16)P400 Power Optimizers
Dram By:RR A.
UNIT INDEX
MSP (E)Main Service Panel
W Winnie Way
INV (N)Inverter
ACD (N)AC Disconnect
JIB (N)Nema 3R Junction Box
ICI Solar Module with
Power Optimizer
— EMT type conduit . .
11/471 36"Setback 4. r
F7
,
Pon mama. om
18"Setback
Note:All exposed equip/conduit shall be painted to match roof/wail.
CONTRACTOR
Note:Existing roof tile lobe maintained.
ET'
True Power Solar
Address:
201 Oa*Ave
Tr....M.S.nre all Ttren.aZ.M.Irarik , Pomona.CA 91767
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00 .
0 00000
7:1Fnene Number:
1
(MO 6764988
I-M WPM C-46
a a b b b b b .// Lice 970591
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/5 0 0 0 0 0 0 0 0 0 isttr 1. SOLAR TRUE POWER
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a a a a a a b b b .
at:
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701.1a1d-OP Cita"
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Slo•0 Chan•e Line
S• •c. .1
Solar Array
16 Jinko Soder 390W
'16 P40170plimizers
'fl-
Pitch:28 Deg
- Orientation:18D De•
....sin—
:0-* Dexter Lee
• 48W Winnie Way„
I- Arcadia,CA 91007
FROM JUNCTION BOX TO ROOF EAVE EMT TYPE CONDUIT WILL RUN OVER
.... —
THE ROOF AT 31)2'HEIGHT,THEN UNDER THE EAVE TO PV EQUIPMENT SCALE ....n°2.2411
NOTE:FIRE CODE REFLECTS UPDATES FROM INTERVENING CODE CYCLE,EFFECTIVE 1 JULY 2018. I i i I ii—
OS INDICATED 1
..
FIRE SETBACKS AND PATHWAYS COMPLY WITH IRC Ft324.6.1,R324.6.2,R324.7.26,AND IFC 1204.2.1.1,1204.2.1.2,AND 1204.2.1.3, 01 5 10 f . .
,
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A P I:1 L L U 4650 E.ARROW HWY.STE.A7
STRUCTURAL MONTCLAIR, CA 91763
Structural Calculations for:
_ Dexter Lee Residence
6.24 kW DC Photovoltaic Array Addition
48 W. Winnie Way
Arcadia, CA 91007
Owner/Developer:
co o True Power Solar
z a ¢ 201 Clark Ave.
x
LEI tt < "' o Pomona, CA 91767
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A P L L 14650 E.ARROW HWY.STE.A7
STRUCTURAL MONTCLAIR.CA 91763
SOLAR RESIDENTIAL ROOF/BUILDING CHECK
Check Photovoltaic Array Addition-2016 California Building Code(CBC)
Gravity Design Loads:
Roof Type: Flat concrete tile over 1/2"sheathing over trusses over 5/8"gypsum board
Live Load: 20.0 psf
Dead Load:
Roofing Material: 12.0 psf
Sheathing: 1.5 psf
Roof Framing Members: 2.5 psf
Drywall: 1.5 psf
Insulation: 1.0 psf
Miscellaneous: 1.5 psf
'Solar
5o lar Array&Rack System -- 2.91...,psf —Additional Load Applied
Roof Dead Load w/o Solar Array= 20.00 psf Over<S0%of Roof Area
Roof Dead Load at Solar Array= 22.91 psf
Total Roof Load w/o Solar Array= 40.0 psf
Total Roof Load at Solar Array= 42.9 psf
Area of Solar Array Addition(for gravity check)=1—336 fta
Total Area of Affected Trusses(for gravity check). 2000 , ft2
Area of Solar Array Addition(for seismic check)= 336. ft'
Total Area of Affected Roof(for seismic check)= 2000 ft2
Check Additional Gravity Loads on Trusses: •
Total Load Increase at Affected Trusses= 0.49 psf •
%of Total Load Increase= 1.22% <5.0% OK
Per CSC 3403A3 Additional Solar Array Weight Is Structurally I
Acceptable
Check
Check Additional Gravity Loads on Lateral Resisting System:
Dead Load Increase at Entire Roof= 0.49 psf
%Dead Load Increase on Entire Roof= 2.44% < 10.0% OK
Per CBC 3403A.4 Additional Solar Array Lateral Load Is StructurallyI
Acceptable
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Sht: El
APOLLO 4650 E.ARROW HWY, STE.A7 Date: -
STRUCTURAL MONTCLAIR, CA 91763 #:
. ROOF MOUNTED SOLAR PANELS
i� Earthquake
De—sign per ASCE 7-16-.13.3.1
Design Parameters
Site Class1 D Per Table 16130.3.2 Latitude,deg Longitude,deg
Short Period S.A.,5,=I -2.555', 2015 NEHRP Provisions �. 34.1406. A 118.0333',
Site Coefficient,Fa= 1.20 Table 16130.3.3(1)
Sms=F,55= 3.07 EQ 16A-37
Sos=2/3 Sms= 2.04 EQ 16A-39
Importance Factor,I,= 1.00 Section 13.1.3
Height of Equipment,z= - 12.00':3ft
Height of Roof,h= 12 00 ft
Weight of Panels to each Mount,WP=1 49.60a
lbs
a = 1.00 Table 13.6-1
RP= 2.50 Table 13.6-1
Determine Fp,Seismic Design Force(STRENGTH LEVELI
Fp=(0.4apSosWp)(1+2z/h)/(RP/id= 49 lbs EQ 13.3-1
[Not Greater Than:] F,=1.6SpsWPIP= 162 lbs EQ 13.3-2
[Not Less Than:] Fp=0.3SosWPIP= 30 lbs EQ 13.3-3
Use FP= 49 ' nos at each Roof Mount Bracket
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Sht: W1
APOLLO4650 E.ARROW HWY.STE.A7 Date: __
STRUCTURAL MONTCLAIR. GA 91763 e.
;• ROOF MOUNTED SOLAR PANELS I
I ____,t:,µR Componentsand Cladding Wmdipad Design per ASGE 7.16,30.4.2 h<60 fi 1
Design Parameters
i
Design Wind Velocity(3s Gust),V= 110' mph
Wind Exposure= -c"
Mean Panel Height= 12.00 . rft
Total Effective Area of Typical Array= 336 ft2
,
Panel Area to Each Support= 21.00 ft2
Angle of Panels= 28ddegrees
a= - 3 'Elft(3ft.Min.)
Determine Wind Force at Each Roof Mount
en=0.00256 K2 Kn Kd V2 I= 13.4 psf Load case 0.6°qn
K2=70:85 iTable 30.3-1,Page 317
Ka= 1.0 Figure 26.8-1,Page 252-253
Kd= 0.85 Table 26.6-1,Page 250
1= 1.00
Internal Pressure Coeff.=6;= 0 +/-(Figure 6-5)
v=0° v=1_80°
GCP(Zone 1)_ ' 030 x-0.90 1Per Figures 30.4-1 thru 30.4-7
GCP(Zone 2)= '0.90 '-1.1I
0 Per Figures 30.4-1 thru 30.4-7
G;(Zone 3)= ° 1.00. , ^..1.20. 1NO PANELS IN ZONES
(+)P=qh(GCP-GCPI)= 12.1 -14.8 psf,Positive Wind(10 psf min)-Worst Case
Lateral Load at Each Mount= 119 -146 lbs
Compression/Uplift at Each Mount= 224 -274 lbs
i Roof Mount is attached to Mot sheathing&roof membersw/'(1)5/16"x 3:5"Lag Bolt w/Mm.y2 5"thread embed'
perTRUE POWER SOLAR. ....,_—
,
1 ___:.:J.,..._ - "Allowable:Loads for 5/16"Diameter Lag Screw per the 2015 NDS $
(Table 11.2A) Withdrawl= 266 lb/in x 2.5"embed x (Cd=1.6)= 1064 lbs
(Table 11K) Shear= . 130 ' lb x (Cd=1.6) = 208 lbs
" " , SOLAR ARRAY ATTACHMENT'METHOD IS STRUCTURALLY ACCEPTABLE. i. a
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