HomeMy WebLinkAboutUntitled 1
r 'i City of Arcadia, CA X SOLR 18=1019`
i Development Services Department Permit Type Solar,
240 West Huntington Drive,Post Office Box 60021 t „
'1,1:44,, ' t 1 Arcadia,CA 91066-6021 `" I 1 Work'ClassifiCohom Solar Residential
, ..
(626)574-5416 k e , Permit Status:Issued
ARCADIA Issue Date 06/15/2018 I Expiration: 12/12/2018
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
129 E Las Flores AVE Arcadia,CA 5789012021 1
s
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Contacts
TSAI,TONY T Owner SOLARMAX RENEWABLE ENERGY Contractor f
171 E LIVE OAK AVE PROVIDER INC*
3080 E 12th,Riverside,CA 92507
(951)300-0788
x..•',I".:4T:Wt4Gs.n'IX=-WM..�.f<+._.x'. Y9.:.'M'ai.. -.i-3`�.SelWs.' 'YL'n.l4b+P,�Metl7a'uAWYP'xn,`.yi`.- .". fk°''WR'dt 'xn T.^%.h,".^:k 'Y' .. A _-,o,._'h"RP£ G .a -r :..Wh'=34YM'"q.V�'C..'.n'9Pt RYC':`ti„'.q. �,:.P"::k
4
Description:ROOF MOUNT SOLAR SFR 18/MICRO c Valuation: $0.00 Tenant
a Total Sq Feet: 0.00 " Plan Check# Plan#
a y
06 ''..—'''klW' s'''-' _t a2✓a?s.: s.._^ -,: 44"'$nwxw9'-$.
._ .;r`.'Wi. a.n _. �:"ti z _f'...::,_n � .._"H Vim..>6-.4.r-'e.R'...Y' .�•#'....-••.:rFsaRJR�'
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $300.91
Electrical Permit Issuance Fee $44.35 Cash/Receipt#REC-001449-2018 $300.91
Fire Plan Check Fee Residential $50.00
Amount Due: $0.00
Inverters $77.78
Panels $77.78 ,
Solid Waste Management Fee 2 $1.00
Total: $300.91
6 -2-7-18
CALLS FOR INSPECTIONS
fl(JAI0 - 11 1Request for inspection by telephone at 626-574-5450. Leave a message
L. , 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
` compiETEDvoid 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.
_........) ,N....._...........,.../— June 15, 2018
Issued By: Date
June 15,2018 Page 1 of 1
OF Ape
4 took,
°� �� .iy:;,�V;. PERMIT/PLAN REVIEW APPLICATION
kii -,
�E4.1*' Development Services Department,240 West Huntington Drive,Post Office Box 60021
Om'aYA1tY% Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173
City of
Arcadia
(gJ ICENSED 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:
;§'P I Chapter 9(commencing with Section 7000,of Division 3 of the Business and
i' Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
?
\License Class ((I 6 License No. 7 24)93 Exp. Date 9/30/e0 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 LARATION 4 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 the Labor Cod'e,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 workerscompensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, ',Carrier 5-t-11-fv c') O
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 q070-5 f 3 I 0
provisions of the Contractors License Law(Chapter 9(commencing with Section (Ts 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 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)): i 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, or my employees with wages as their sole I forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for 9999
sale(Section 7044,Business and Professions Code:The Contractors License t .`Date Signature
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 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 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 information.
r
' Name ��wtOr t-L �b K-R(.4 Title e 'IS 1'1.et-/T �"e,�
PRINT NAME
5'.. "i
2,, fi 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 <, ...E .: Date
/ic/i 8
NOTE: alp
' / " Sola `
#1 -EXISTING CONDUIT WILL BE USED IF ACCESSIBLE. 7 &."...8 �� --_
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IF NOT, NEW CONDUITS WILL BE INSTALLED AS SHOWN ON PLANS SGLARYPROVMAX NEwANC
ENERGY PROVIDER INC
NEW ENPHASE IQ AC COMBINER
3000 12Th STREET,
tjill CLASS
)CA 92507
BOX TEL:(991)300-0788
NEW 30A UNFUSED AC Pax M51)213-3099
CLASS tl 972 4 C-30
LIC C 672646
O DISCONNECT 240V NEMA 3R RIVERSIDE,
, nM WU.NOT IN
(N)SOLAR ARRAY � 1319431147 NOITIL
'," O �9� R=R181
f— EXISTING 400A SPLIT BUS DEPT
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k,-,
200/200A MAIN SERVICE PANEL 240V D8 BC ERPARV P�INC.TO OINEFS 2(DE SNAIL
1PH TOP FED&UTILITY METER �COPT
.-4414
(N) PV CONDUIT TO BE RUN WITHIN 6
11E RIZSMINE SWAMI
J G 85091,1608 M mina
'a`_O U r EAVE AND HIDDEN FROM VIEW. (8"'"0K0E90 PAMI (8
H CONDUIT TO BE PAINTED TO MATCH .8ac1 e.S4iry .n Z.
THE EXISTING SURFACE. DAVID BINGWEN HSU
UC. HOLDER'S SIG.
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(E)MAIN HOUSE ,>., Q 0
NEW KRALOY JBOX
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l
0 L
�_ D I EXISTING CONDUIT LINE FOR
EQUIPMENT LEGEND SOLAR PANELS x w
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DISCRIPTION R." O9
i� ap c4<
I �a�. coocai
KP lel MAIN SERVICE PANEL w/WARNING LABEL .21' o} 109°
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•
O O DEDICATED PV SYSTEM METER L__ nwlfm� °Z 3
R . cower
I]I INVERTER w/WARNING LABEL a �"~ N
I I (BUILT—IN DC DISCO) a"
n0 DISTRIBUTION PANEL w/WARNING LABEL 1
J i
n LOAD CENTER w/WARNING LABEL "
LD
T;.
DRIVEWAY xs, ss4v
w
0eD DC DISCONNECT w/WARNING LABEL a
a
ACD
AC DISCONNECT w/WARNING LABEL at
0600119?:
Q ® JUNCTION BOX fill
ESIDEA11
DATE
Front Of Residence 6/12/2018
REsmENruL
MATE 1:
ri 0 DC COMBINER BOX w/WARNING LABEL 129 E LAS FLORES AVE 84(015061
2 STORY
MOOU.OS 1'320811K-A5
E ACCESS LADDER 8VS1914 IS 5.76KW
.444.W. QUICK MOUNT
EXTERIOR CONDUIT RUN SITE PLANHARDWARE
"`"
8N811ER '(240'V;-)1.1'13
INTERIOR CONDUIT RUN SCALE:1/16"=1'-0" AR. A V D1A
- - INTERIOR EQUIPMENT SHEET?AMER
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FENCE / �( n�`)^ E2
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CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS:
Owner: TONY TSAI
Address: 129 E Las Flores Ave, Arcadia, CA 91006
INDEX TO CALCULATIONS
Sheet Item
1-2 Seismic parameters and determination of Fp
3 design loads, roof member check, wind uplift check, deflection
4 attachment check, rail span check
5 lateral check
Engineering Calculations Performed By:
Doug Engineering
20751 Kelvin Lane, Huntington Beach, CA 92646
949-285-5104
Engineering Calculations For:
Solar Max Renewable Energy Provider, Inc.
3080 12th Street, Riverside, CA 92507
(951) 300-0788
Project Number: SMX-4223
Date: 6/14/2018 o03,0FESs/04,
of tic
cl C69163 N r^
BASIS FOR DESIGNrn
EXP..06-30-18
CODE: 2016 California Building Code
ASCE 7-10 s47z,OCJ L�Cd��\P
LIVE LOADS
ROOF 20.0 psf
SNOW 0.0 psf
WIND
Exposure C Figure 30.5-1 -Components and Cladding
Vas 110 mph Table values are multiplied
lw 1 byl
Kn 1 I = 1.21 Exposure C
a 3ft
Pnet= I X Kzt X Iw X pnet3o
1.21 1 1
Roof slope = 12 degrees
Atm,= 20 sf
[Zone 1 pnet3o= -23.5 psf(interior zones) All panels within Zone 1&2
!Zone 2 pnet3o= _ -38_6 psf(end zones) Use Zone 2 Value
Zone 3 pnet3o= -58.0 psf(Corner Zones within a)
[Downward for all zones 13.8 psf
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 S1=0.2 S1= 0.3 S1=0.4 S1>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 - - - - -
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 Seismic Use Group
> I I Il I III > I 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
S1 = 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 5.33 ft
Tributary width of attachments= 1/2 Panel length = 33.2 in
Ap= 14.7 ft'
PV unit weight including racking= 3 psf
Wp= 44.239 lb
Other mechanical/electrical components
a = 1 FP=0.4apSDS*WP/(RP/Ip)(1+2z/h) 60.59 lb
RP= 1.5
lP= 1 F <= 1.6SDS*IPWP 121.18 lb
SDS = 1.712
Wp= 44.239 lb FP>=0.3SDS*IPWP 22.72 lb
z= 12 ft
h= 12 ft
2
PROJECT: PV Panels for TONY TSAI SHEET: 3 OF 5
CLIENT: Solar Max Renewable Energy Provider, li DATE: 6/14/2018
BY: Doug Engineering DE JOB NO.: SMX-4223
DESIGN LOADS
Dead Loads Uplift
Roof 0.6WL
COMP SHINGLE 3.5 psf Pupvtzi = 23.5 psf 16 psf, MIN 16 PSF
5/8"Ply shtg 1.9 pupil = 38.6 psf 23.159 psf
Rf Frm'g 2.8 PWLdown= 13.8 psf 16 psf, MIN 16 PSF
Misc. 1.5 Uplift 0.6DL+0.6WL
(N) PV System 3.0 Zone 1 0.6*3-16 -12.3 psf
Zone 2 0.6*3-0.6*23.2 -21.4 psf
Total DL 12.7 psf Downward DL+0.6WL
LL 20.0 psf PDL+WL= 19.0 psf
SNOW 0.0 psf
Rafter Check
Existing 2x8 RAFTERS @ 16"o.c
Spacing 1.33 ft Trib panel width= 5.33 ft
E 1500000 psi Fb= 900*1.2*1.15 1242 psi
I 47.6 in^4 MaliowWind= 2176 ft-lb
Span1 11.67 ft MaIIowLL= 1700 ft-lb
Span2 11.67 ft See below for Wind Uplift loads
Span3 11.67 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 (psf) (ft) (Ib) Ib) (Ib) (Ib) (Ib)
3.00
1 4.00 4.00 7.67 -224.4 -117.0 -23.16 5.3 -341.4 -898 235.87 44.2 280.1
2 7.53 7.53 4.14 -83.6 -152.2 -16 5.3 -235.9 -630 235.87 44.2 280.1
3 9.53 9.53 2.14 -43.2 -192.7 -16 5.3 -235.9 -412 235.87 44.2 280.1
4 13.06 1.39 10.28 -207.7 -28.2 -16 5.3 -235.9 -289 235.87 44.2 280.1
5 15.06 3.39 8.28 -167.3 -68.6 -16 5.3 -235.9 -568 235.87 44.2 280.1
6 18.60 6.93 4.75 -95.9 -140.0 -16 5.3 -235.9 -664 235.87 44.2 280.1
7 20.60 8.93 2.75 -55.5 -180.4 -16 5.3 -235.9 -495 235.87 44.2 280.1
8 24.13 0.79 10.88 -220.0 -15.9 -16 5.3 -235.9 -173 235.87 44.2 280.1
25.13
Span 1 Uniform DL 11.67 45.3 45.3 5.8 psf 1.3 7.8 plf 132.1
Span 2 Uniform DL 11.67 45.3 45.3 5.8 psf 1.3 7.8 132.1
Reactions at Span1 -306.0 -416.6 Negative values are uplift reactions
Reactions at Span2 -162.4 17.1
Mmaxwindup= 1075 ft-lb<2176 ft-lb OK
Mmaxwinddown= 1729 ft-lb<2176 ft-lb OK
For DL+LL including the PV system weight point loads w= 39.6 plf P= 44.2 lb
Mmax= 902 ft-lb< 1700 ft-lb OK
Deflection Check
DDS=5wL4/(384EI) (5*12.7*11.67^4)*1728 = 0.099 in = L/ 1415.8 OK
384*1.5E6*47.6
•
PROJECT: PV Panels for TONY TSAI SHEET: 4 OF 5
CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 6/14/2018
BY: Doug Engineering DE JOB NO.: SMX-4223
CHECK SCREW ATTACHMENTS FOR WIND UPLIFT
Pwuplift= 341.4 lb 5/16" Lag with min 2.5" penetration for each attachment
Table 11.2A-NDS -Lag Screw Withdrawal Values
For 5/16" Lag into .5G wood 266 lb
Allowable wind load = 1.6*2.5*266 1064 lb > 341.4 lb OK
CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp
Fp= 60.59 lb
Roof slope/module tilt 12 deg
Shear= Fp*cos( 12 )= 59.3 lb \ Fp sin(ang)
Tension= Fp*sin( 12 )= 12.6 lb
Fp cos(ang)
Table 11K-NDS Z= 190 lb
CD= 1.6
Z'= Z*Co= 304 Ib> 59.27 lb OK Withdrawal capacity W= 1064 lb
Interaction Equation ff/F,+f„/F„ 0.333 + 0.195 = 0.528 < 1 OK
RAIL SPAN CHECK
Everest Railing Check
Load for half a panel=2.7'
IN= 57.78 plf
Per the Everest Engineering for 110 mph and 0 psf snow,the max span
for Crossrail48-x is 88"and 72"for Zone 2
Use Crossrail48-x PV Rails with a spacing of 64"o.c. max for attachment points,typ.
CROSSRAIL MOUNTING SYSTEM EVALUATION 60 CELL MODULES
ASCE?-10
Table 1.17:Maximum Span Length(in.)-Wind Exposure C Condition
Exposure Ultimate Wind Roof Wind Pressure Zone 1 Roof Wind Pressure Zone 2
Speed,v Raie Roof Snow Load(psf) Roof Snow Load(psf)
(mph)
Type 10 20 30 jCr 50 60 70 0 10 20 30 50 60 70
X80 127 118 97 81 71 64 59 55 _116 _116 97 81 71 64 59 55
110 X48 95 88 77 66 58 52_ 48 44 80 80 77 66 58 52 48 44
AAA 01 85 72 60 52 48 43 40 76 72 60 52 48 43 40
48-X 88 80 66 55 48 43 40 37 Ka 72 66 55 48 43 40 37
X80 117 97 81 71 __64 59 55 111 97. 81 71 64 59 55
115 X48 93 87 76 66 58 52 48 44. 76 76 76 66 58 52 48 44
48-S 90 84 70 60 52 48 43 40 73 73 70 60 52 48 43 40
48-X 85 78 65 55 48 43 40 37 68 68 65 55 48 43 40 37
_X80_ 122 116 _97 81 71 __64 59 55 106 106 97_ __81 71 __64 _59_ 55
120 X48 91 87 75 66 58 52 48 44 73 73 73 66 58 52 48 44
48-S 87 83 69 60 52 48 43 40 70 70 69 60 52 48 43 40
- 48--X 83 77 64 55 48 43 40 37 65 65 64 55 48 43 40 37
X80 118 113 95 81 71 64 59 55 98 98 95 81 71 64 59 55
130 X48 86 85 74 65 58 52 _ 48_ 44 67 67 67 65 58 52 _ 48 44
48-S 82 80 68 59 52 48 43 40 64 64 64 59 52 48 43 40
48-X 78 75 63 55 48 43 40 37 60 60 60 55 48 43 40 37
X80 114 111 93 81 71 64 59 55 91 91 91 81 71 64_ _59 55
X48 82 82 _72 64 58 52 48 _44 62 62 62 62 58 52 48 44
140 48-S 78 78 66 58 52 48 43 40 59 59 59 58 52 48 43 40
48-X 74 72 61 54 48 43 40 37 56 56 56 54 48 43 40 37
A z'� X80 1.11 108 91 _80 71 64 59 55 -_85 85 85 80 71 64 59 55
1.2 X48 77 77 70 62 57 52 48 44 58 58 58 58 57 52 48 '44
0 SU? ,T 48-5 74 74 64 57 52 48 43 40 55 55 55 55 52 48 43 40
M., 3.:.,::4 48-X 69 69 _ 60 53 48 43 40 37 52 52 52 52 48 43 40 37
PROJECT: PV Panels for TONY TSAI SHEET: 5 OF 5
CLIENT: Solar Max Renewable Energy Provider, Inc. DATE: 6/14/2018
BY: Doug Engineering DE JOB NO.: SMX-4223
LATERAL ANALYSIS
DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING
Aroofexisting= = 1953 sf Wpanei= 39.7 lb
Wroofexisting= 9.7*1953 = 18944 lb 18 *Wpanel = 714.24 lb
Wwaiiexisting= 15*80*4 = 4800 lb Wrestofarray= 279.36 lb
Wexisting= 23744 lb Wary= 993.6 lb
V= 0.263 W
Vroofexisting= 6245 lb Existing Total Lateral Force
Vroofwpaneis= 6506 lb New Total Later Force
% increase= 6506 *100%-1000/0= 4% increase which results in less than a 10% increase in the
6245 stress of existing lateral resisting elements OK