HomeMy WebLinkAboutUntitled City of Arcadia, CA
Permit NO.SOLR-19-1848
Development Services Department in
I �,• it '�� 11` - Permit Type:Solar
;I
ati � 240 West Huntington Drive,Post Office Box 60021 ., " j��f''"� l j ; )
111 4 f ' I Work Classification:Solar-Residential
,'i Arcadia,CA 91066-6021 e4`•r} v i�
(626)574-5416 - '"' - Permit Status:Issued.
ARCADIA Issue'Date:09/11/2019,1 Expiration: 03/09/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1660 N Santa Anita AVE Arcadia,CA 5771010002
Contacts
WILLIAM CHOU Owner SOLARMAX RENEWABLE ENERGY Contractor
1660 N SANTA ANITA AVE PROVIDER INC*
(626)321-5870 3080 E 12th,Riverside,CA 92507
(951)300-0788 972048
Description:ROOF MOUNT PV SYSTEM, 21 MODULES/1 Valuation: $ 0.00 Tenant
INVERTER WITH INTEGRATED EV CHARGER
Total Sq Feet: 0.00 Plan Check# Plan it
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $308.24
Electrical Permit Issuance Fee 547.01 Cash/Receipt#REC-02471-19 $308.24
Fire Plan Check Fee Residential $50.00
Amount Due: $0.00
Inverters $77.78
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $308.24 ISI COLETED
n/R-L 9.27•f9 k CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
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.
September 11, 2019
Issued By: Date
September 11,2019 Pagel.of 1
iiFAR
PERMIT/PLAN REVIEW APPLICATION
o or I Development Services Department,240 West Huntington Drive,Post Office Box 60021
moei,.,n' 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 penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and y lir nse is in full force and effect ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Clas44License No.77 Exp. Date ,, 4 0 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 DECLARA ION ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of he 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'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
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 from and the basis for the alleged exemption. Any violation of D, 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 should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I. as owner of the property, forthwith comply with those provisions.
or my employees with wages as their sole
compensation,will do the work,and the structure is not intended or offered for p �'j qqq
sale(Section 7044,Business and Professions Code:The Contractors License Date ( �/ Signature
Law does not apply to an owner of property who builds or improves thereon, 7,5--_____
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 criminal penalties 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 74%�/ Signature Lender's Address
IMT.PORTANAPPLICATION 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 information.
Name (1,1-...esee5Title
PRIM AME
I certify that I have read this application 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 City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes. ��/
Signature Date
4k
aanLs•-mf'��
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: ifi°L (l!. -54,4
Permit Number: Svl v- 19 - 1 (1,4g
Brief Job Description: o lW " \
Number of smoke alarms installed:
Number of carbon monoxide alarms installed: 1
When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created,
Smoke alarms shall be installed in each sleeping room, and outside each separate
sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the
dwelling, including basements and habitable attics as required by Section R314 of the 2016
California Residential Code (CRC) and California Health and Safety Code Section 13113.7.
•
For dwellings or sleeping units containing fuel burning appliances or having attached
garages, carbon monoxide alarms shall be installed outside each separate sleeping
area in the immediate vicinity of the bedrooms, and on each additional story of the
dwelling, including basements as required by Section R315 of the of the 2016 California
Residential Code (CRC).
Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used.
All alarms shall comply with requirements for listing and approval by the Office of the State Fire
Marshal. htto://osfm.fire.ca.govilicensinglistings/licenselisting bml searchcotest,phu
As owner of the above referenced property, I hereby certify that the smoke alarms and carbon
monoxide alarms have been installed in accordance with the manufacturer's instructions and in
compliance with the code sections referenced above.
I declare under penalty of perjury that the foregoin• is true and correct, and that this
declaration was executed on (Date) — f• at Arcadia, California.
Owner's Name (printed/typed): Q / I T°
Signature
Signature of Owner: L.
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
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FIRST FLOOR PLAN
Or. SMOKE ALARM = CARSON MONOXIDE ALARM
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SOLARMAX RENEWABLE
WILLIAM CHOU ENERGY PROVIDER INC /jJ •
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- - • dba SREP ELECTRIC /!/
v 1660 SANTA ANITA AVENUE 3080 12thShoatR rsie.CA 92507 -
ARCADIA,CA,91006 CSLB 8972048 C-10,C-46 M
Z Xittillitearti S
(626)321-5870 DrW evre"oo Hsu,1k.Holder
CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS:
Owner: WILLIAM CHOU
Address: 1660 Santa Anita Ave,Arcadia, CA 911061,tr.7;u
INDEX TO CALCULATIONS „ . \\\ 30 :;
Sheet Item - ostto. s0\o1Q1a,,A „�
1-2 Seismic parameters and determination of FP Cp, v.No
• ltto\ia\turlSAI, i
3 design loads, roof member check,wind uplift ch ��,Iq,P@ellect'p�\ tot -�
4 attachment check, rail span check tte\�1C1s`o'g`t,\oV'�tw'U` t\',A.0\o_ aU\\"'
5 lateral check
o,. ;A\3 ti,t\ Q\\\'\•t\t`,t`3 o11r.'u\,t�i\11u�Uo :
ANO; :-. oo\1t1 013 ek' ,. ,g1>41 *t\\'\.1' ,s5\' 3" s,
Engineering Calculations Penorred'8. . `�:�ttr•t\i d�Pxty -,' "—
Doug Engineering a\1o.>>\\v.>t+ ' t 07:30''' `� Amapa ? :.
tl
20271 Li hthouse Lane, Huntin ton Bea h 46 L� ,ti ,toto� .-.. ^:•
949-285 5104.- 1 ` �-0 Nst - yea
..-.;.;,::,..s.:''-':---
EngineeringCalculation*.For:. ,tti1•\•t\ta y� - 1
1a `,u�:�
Solar Max Renewable Energy Provider, Inc.
3080 12th Street, Riverside, CA,92507
(951)300-0788
Project Number: SMX-5843
Date: 8/15/2019
QAOFESS/o ,
BASIS FOR DESIGN �►
CODE: 2016 Califomia Building Code - css163 ut m
ASCE 7-10 EXP.0&30.2020 x
LIVE LOADS * *
ROOF 20.0 psf `04CML
SNOW 0.0 psf 4-OFCALw#
WIND
Exposure C Figure 30.5-1 -Components and Cladding
V3: 110 mph Table values are multiplied
Ie, 1 by I
Kr 1 I = 1.21 Exposure C
a 3ft
Pnet= I X Kz, x le, X Pnet30
1.21 1 1
Roof slope = 20 degrees
Amb= 20 sf
[Zone 1 Pnet30= . -23.5 psf(interior zones)—IAD panels within Zone 1&2
(Zone 2 p e 30= -38.6 psf(end zones) !Use Zone 2 Value
Zone 3 Pnet30= -58.0 psf(Corner Zones within a)
[Downward for all zones_ _13.8 psf____
S
2016 CALIFORNIA BUILDING CODE
Soil Site Class = D
Seismic Use Group = I
SS = 2.568 Mapped Spectral Response acceleration in short periods
S1 = 0.979 Mapped Spectral Response acceleration at one second periods
Table 1613.3.3(1)
Values of Site Coefficient Fa
SITE CLASS SS<0.25 SS=0.5 SS=0.75 SS= 1.0 SS>1.25
A 0.8 0.8 0.8 0.8 0.8
B 1.0 1.0 1.0 1.0 1.0
C 1.2 1.2 1.1 1.0 1.0
D 1.6 1.4 1.2 1.1 1.0
E 2.5 1.7 1.2 0.9 0.9
F - - - - -
Fa= 1.000 (interpolated) SMS= Fa'SS= 2.568
Table 1613.3.3(2)
Values of Site Coefficient Fv
SITE CLASS S1< 0.1 51=02 S1=0.3 51=0.4 81>0.5
A 0.8 0.8 0.8 0.8 0.8
B 1.0 1.0 1.0 1.0 1.0
C 1.7 1.6 1.5 1.4 1.3
D 2.4 2.0 1.8 1.6 1.5
E 3.5 3.2 2.8 2.4 2.4
F - - - - I
Fv= 1.500 (interpolated) SM1 = Fv'S1 = 1.469
SDS=2/3*SMS = 1.712 SD1 =2/3'SM1 = 0.979
SDS Seismic Use Group !SD1 1 Seismic Use Group
> I I II III > I II I III
0 A A A 0 A A A
0.167 B B C 0.067 B B C
0.33 C C D 0.133 C C D
0.5 D D D 0.2 D D D
Seismic Design Category= E
1
•
2016 CALIFORNIA BUILDING CODE
Seismic Use Group = I
Seismic Design Category = E
I = 1
SS = 2.568
51 = 0.979
SMS = 2.568
SM1 = 1.469
R = 6.5
Height = 11.375
T=0.035*hn^.75 = 0.21679
r(Reliability/Redundancy Factor) = 1
SDS = 1.712
SD1 = 0.979
(ASCE 7-10 12.8-2) V=SDS/(R/I) = 0.2634 W
(ASCE 7-10 12.8-3) V<=SD1/[(R/I)T] = 0.695 W
(ASCE 7-10 12.8-5) V>= .01 = 0.01 W
If S1>0.6g
(ASCE 7-10 12.8-5) V>=0.5*S1/(R/I] = 0.075 W
V(controls) = 0.2634 W
Determine Fp for seismic loading on attachments
Seismic Load on Nonstructural Components
Spacing of attachments 6 ft
Tributary width of attachments= 1/2 Panel length= 32.5 in
AP= 16.3 ft'
PV unit weight including racking = 3 psf
Wp= 48.75 lb
Other mechanical/electrical components
ap= 1 Fp=0.4apSDS*Wp/(Rp/Ip)(1+2z/h) 66.77 lb
Rp= 1.5
Ip= 1 Fp<= 1.6SDS*IpWp 133.54 lb
SDS = 1.712
Wp= 48.75 lb Fp>=0.3SDS*IpWp 25.04 lb
z= 12 ft
h= 12 ft
2
PROJECT: PV Panels for WILLIAM CHOU SHEET: 3 OF 5
CLIENT: Solar Max Renewable Energy Provider,li DATE: 8/15/2019
BY: Doug Engineering DE JOB NO.: SMX-5843
DESIGN LOADS
Dead Loads '? Uplift
Roof -- / 0.6WL
CONC M TILE 9.0 psf Poplezi = 23.5 psf 14.1 psf, MIN 10 PSF
5/8"Ply shtg 1.9 Row= 38.6 psf 23.2 psf
Rf Frm'g 2.8 PwLdown= 13.8 psf 10 psf, MIN 10 PSF
Misc. 1.5 Uplift 0.6DL+0.6WL
(N)PV System 3.0 Zone 1 0.6'3-14.1 ' -12.3 psf
Zone 2 0.6'3-0.6'23.2 -21.4 psf
Total DL 18.2 psf Downward DL+0.6WL
LL 20.0 psf PDL+WL= 13.0 psf
SNOW 0.0 psf
Rafter Check
Existing 2x4 RAFTERS @ 24"o.c
Spacing 2.00 ft Trib panel width= 6 ft
E 1500000 psi Fp= 900'1.5'1.15 1552.5 psi
I 5.4 inA4 Manowwmd= 1110 ft-lb
Span1 8.25 ft Mallowu.= 867 ft-lb
Span2 8.25 ft See below for Wind Uplift loads
Span3 0.00 ft due to concentated loads at attachments
Span4 0.00 ft
(Distance Wind Mmax Wind P=
to Att. Load Trib W Uplift wind(ft- Down PVDL P=DL+WL
Pts) a b R1 (Ib) R2(lb (psi) (ft) (Ib) Ib) (Ib) (Ib) (Ib)
-1.25
1 -0.25 -0.25 8.50 -388.2 11.4 -23.2 6.0 -376.8 94 162.4 48.7 211.1
2 3.16 3.16 5.09 -141.2 -87.8 -14.1 6.0 -229.0 -447 162.4 48.7 211.1
3 5.16 5.16 3.09 -85.7 -143.3 -14.1 6.0 -229.0 -442 162.4 46.7 211.1
4 8.58 0.33 7.92 -219.9 -9.1 -14.1 6.0 -229.0 -72 162.4 48.7 211.1
5 10.58 2.33 5.92 -164.4 -64.6 -14.1 6.0 -229.0 -383 162.4 48.7 211.1
6 13.99 5.74 2.51 -69.7 -159.3 -14.1 6.0 -229.0 -400 162.4 48.7 211.1
14.99
Span 1 Uniform DL 8.25 75.2 75.2 9.1 psf 2.0 18.2 plf 155.2
Span 2 Uniform DL 8.25 75.2 75.2 9.1 psf 2.0 18.2 155.2
Reactions at Span1 -539.8 -144.5 Negative values are uplift reactions
Reactions at Span2 -144.7 66.2
Mmaxwindup= 381 ft-lb< 1110 ft-lb OK
Mmaxwinddown= 892 ft-Ib< 1110 ft-lb OK
For DL+LL including the PV system weight point loads w= 70.4 plf P= 48.7 lb
Mmax= 745 ft-lb<867 ft-lb OK
Deflection Check
DDL=5wL4/(384E1) (5"18.2*8.25A4)*1728 = 0.472 in = L/ 209.8 OK
384"1.5E6*5.4
4
PROJECT: PV Panels for WILLIAM CHOU SHEET: 4 OF 5
CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 8/15/2019 •
BY: Doug Engineering DE JOB NO.: SMX-5843
CHECK SCREW ATTACHMENTS FOR WIND UPLIFT
PS„1phfl_ / 376.8 lb 5/16"Lag with min 2.5"penetration for each attachment
Table 11.2A-NDS-Lag Screw Withdrawal Aims 5/1�6"Lag into.5G wood 266 lb
Allowable wind load= 1.6'2.5.266 1064 lb > 376.8 lb OK
CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp
Fp= 66.77 lb
Roof slope/module tilt 20 deg
Shear= Fp'cos( 20 )= 62.7 lb \ Fp sin(ang)
Tension= Fp'sin( 20 )= 22.8 lb
Fp cos(ang) ,
Table 11K-NDS Z= 190 lb
CD= 1.6
Z'= Z'Co= 304 lb> 62.74 lb OK Withdrawal capacity W'= 10 -lb
Interaction Equation f1/Ff+fJF„ 0.376 + 0.206 = 0.582 < 1 OK �
RAIL SPAN CHECK
Everest Railing Check
Load for half a panel=2.7'
w= 57.78 pit
Per the Everest Engineering for 110 mph and 0 psf snow,the max span
for Crossrail48-X is 88°and 72"and 59"for Zones 2 and 3
Use Crossrail48-X PV Rails with a spacing of 72"o.c.max for attachment points,typ.
Male 2.371 Maximum spml."4uf6q•wmauee •C Condition
fepmure - Roof Wind Prawn Thin 1 _ Roof VMa/mown Zona 2 Roel Iffind Pressure bel
UBhnoteWNa Reg
C Roof Snow Load Inn Noof Srww
loaf tin Roof Snow 1ee61ptl
B 10 I m
!TT!T :
I m mTPT
)463 _a45 4l (5 65 6]6655403) 59. E 53 5549 ._73 63.,_,55 49 55 55 -. 91 93 61
I15 484 95_„60 63,,.55„ 45 43„4841 _92_,87„_2 _64 55 49. 45 42,37 66__66, _65 55_ 45 43 40_ 31 56– 56 X56__55_X45 43_ 40. 30_
4&I 85 70 65 55 48 6 46 5S 68 69 65 55 48 43 40 37 56 56 56 55 IB 43 40 37
f]0
4B4 43 93_ 66 _64_, 55 45 43 40 43 65 65 64 55 45_43_45_ _59_ 59 59 54_ 4 43 40 _3 63 1 64 55 48 43 40 3] 65 65 64 55 -- 43 — 37 54 X 54 54 48
43 40 37
'I 48-0 76 75 6 64 SS 48 43 40 37 60 -- 60 55 46 43 40 37 49 49 49 49 46 13 40 37
48- 37[ 74 72 61 54 46 43 40 37 56 56 - 54 48 13 JO 37 46 46 46 46 4fi 43 _ 40
080 111 fOB 31_ _
8 6 31 50 &]1 _9 69 60 53: 43 40– _58_ 56 _58 _51 44 43 40 41_ 43 43_43 43 43 40_
480 69 69 60 53 48 43 40- 3] 52 52 51 53 46 43 40 5375 43 43 43 43 43 43 40 37
--...--.. 49 40 40 460 65 65 58 53 48 43 40 3) 49 49 49 49 47 43 40 37 40 40 40 40 40 40 ' 40 37
PROJECT: PV Panels for WILLIAM CHOU SHEET: 5 OF 5
CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 8/15/2019
BY: Doug Engineering DE JOB NO.: SMX-5843
LATERAL ANALYSIS
DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING
Arootexlstlng = 3586 sf Wpanel= 42.8 lb
Wrootoxisting= 15.2'3586 = 54507 lb 21 'Wpanel = 898.8 lb
WwaIto,d ting= 15'80'4 = 4800 lb Wrestotanay= 216.3 lb
Wexisgng= 59307 lb Warray= 1115.1 lb
V= 0.263 W
Vrootexisting= 15598 lb Existing Total Lateral Force
Vroorwpanels= 15891 lb New Total Later Force
% increase= 15891increase which results in less than a 10% increase in the_/
15598 '100%-100% = 2% stress of existing lateral resisting elements OK,/