HomeMy WebLinkAboutSOLR-19-0445 AiloWQ City of Arcadia, CA ar (( }} t Permit'NO SOLR 9 0445
Development Services Department Pt+..� $ .�y Perm)[T}�e Solar 1.
\ 240 West Huntington Drive,Post Office Box 60021 (Z {
Arcadia,CA 91066-6021 �i Work Cif Solar-Resldentta1; ver 10 KV
(626)574-5416 .;`,2,-.4: ` ` PermltStattis Issued '
ARCADIA issuepate 03/05/2019I 3/20_
Explration. 09/03/2019
Addr NO. Dir Prefix Street Name - Street Suffix Unit City,State,Zip Parcel Number
205 W Las Flores AVE Arcadia, CA 5785020083li
Contacts
WEI ZHOU XU Owner PACIFIC STONEGATE INC dba:SOLAR Contractor
205 W LAS FLORES AVE VAST
8727 LANYARD CT,RANCHO CUCAMONGA,CA 91730
(909)377-5477 965340
Description:ROOF MOUNTED PV SYSTEM,NEW LOAD CENTER Valuation: $ 0.00 Tenant
125 AMP,
Total Sq Feet: 0.00 Plan Check 4 Plan 4
Fees Amount payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $324.72
Distribution Panel $16.48 Cash/Receipt 4 REC-00570-19 $324.72
Electrical Permit Issuance Fee $47.01
Fire Plan Check Fee Residential $50.00 Amount Due: $0.00
Inverters $77.78
Panels $82.45
Solid Waste Management Fee 2 $1.00 ryq
Total: $324.72 12 COMPLETED
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.
4-1-11 iaac L LEGi71ic
`caste G �/ Gl'v
G� � This permit/plan review expires by time limitation and becomes null and
7e
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
FLFteiIP f/fl6K( pe3rtzYZm_ QrcPGO,AtttVtd'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. `
March 05, 2019
Issued By: Date
March 05,2019 Page 1 of 1
eAR
xtrogy4 ♦ 1
,• PERMIT/PLAN REVIEW APPLICATION
lEa
Ei3* a Development Services Department,240 West Huntington Drive,Post Office Box 60021
ar,,rH 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,ppand my license is in full force and effect. / 7,c ❑ I have and will maintain a certificate of consent to self-insure for workers'
Um
License Class C—(O License No. 9653` qio Exp. Date hoi 1 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 DECLARATION ® 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 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.Myq w�o��rLk�ers'compeinsurance carrier and policy numbers are:Code.Any city or county which requires a permit to construct,alter,improve, Carrier 5&'t'Y� Tnsation I fns(0,11(4. /
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number sr/CA)[-C..E PC/2)9K
for such permit to file a signed statement that he or she is licensed pursuant to the
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 ❑ 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, or my employees with wages as their sole forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for
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,
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.
II JJ
Name C; 1'll�/Gaa4 Title
PRINT NAME
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 ove-/mentioned
�property for inspection purposes.
Signature (SA- Date v( " /ICI
if
oA�o ' 0
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND.CARBON MONOXIDE ALARMS
Property Address:
2-0S- U ) LIhS tiOreS AVS A-r of a , CM 100 2 -
Permit Number: SOLoQ- li- 0445
Brief Job Description: -
Number of smoke alarms installed: /b ,
Number of carbon monoxide alarms installed: 7
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. http://osfm.fire.ca.qov/licensinglistings/licenselistino bml searchcotest.php
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 fore±oing is true and correct, and that this
7-0
_ declaration was executed on (Date) _ fn! . _ 4-- --_, at Arcadia, California.
Owner's Name (printed/typed): s , , �� -
Signature of Owner: )9 L
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
S 101 r A?;I is Dis+ V '• '•FE \ ,ArPty_ 1 •C TIc.;z,
Guest Boons 11e llathrou
• Storage
C-1 ri
I I
Family Room
monis .
Garage
1 L.— -..e.i.—.....iii.i.•••-••ii•-••ii— MI
FIRST FLOOR PLAN
ot= SMOKE ALARM Ifr = CARBON MONOXIDE ALARM
r
Mrfr 1111 Mstr
L. Bath
pMaster Bedroom
Dining Room Kitchen
— Bath
Hall Closet
ICloset Closet
Family Room
– Bedroom Bedroom
SECOND FLOOR PLAN
0=SMOKE ALARM % o CARBON MONOXIDE ALARM
ARRAY INFORMATION —P PL PL PL Pfr PL PL PL PL REVISION
SOLAR PANEL INSTALLATION MODULE WEIGHT 45.5 LBS DATE NO
CONNECTION DETAIL MODULE LENGTH 61.3 INCHES
I I
'
MODULEV DTH 41.z INCHES iL (E)POOL r
MODULE DEPTH 1.8 INCHES
:MIENTOTAL MODULES
., TOTAL MODU E WT. 1775 L S T
1 I I I TOTAL RAI.WT. 195 ES ❑TOT o I51 r 1, M .
I I 1 • TOTAL IJSTALLED WT. 1970 LBS so.Fr.1W.
INSTALLATION AREA 684.01 SQ.FT' 1
a.
I I I DISTRIBUTED LOAD 2.88 LBSISQ.FT `\ ///JJJ
I I q OF CONNECTT POINTS 78 EA S. \ / / r `"
IPOINT LOAD 25 LBSROINT \\ / a
I I oa 4 1 a
I 1 I I II
NOTE: \ FIAT ROOF ?� ° a
•THE SOLAR SYSTEM HAS AD18TRIBUTED WEIGHT y ([) Tm, o - / ITa• I a a
LESS THAN 4PSF
•THE CONCENTRATED LOAD FOR EACH VERTICAL 0 g
I , I I I I SUPPORT IS LESS THAN 40 LBS — —
m u
EOP ENT
rolls 441.2 Bi.7 r , 0.6•.II•+ ° �(E) Trp. �, 1
:x.•ROOF ar(E)sl(rucxr
Ru3m AT Ie•a.e. w
0 MM-amnF PANEL CONNECTOR 0 w-OW YUCUIE WO ISUIPo o 0 'a o
x gr WAREHOUSE ATTACHMENT NMOHh@ 0 N• w m
......
0M 0,....,—(E)(E)CHIMNEY
— i
K
6
W YWJIE pa
SUPPORT PNL iI xt°4Vo ° t
N ma_LC = ° -- — \ r
SOUR PANEL STANDARD SUPPORT •I o d 3J
/LWOW
PAIL
ATTACHMENT wFwv WAREHOUSESOUR ' I" \`Fr R 0.4" : ° � a
. _ ... . . 2
STM�F POST dd1NK •U_IirlIESI'!I L w r
.I ii it
ROOF SKA1Mt10
COSMO 0(011C ROOF RUTIN �3J'-z•—!
(I)SLVHEt ROOF S/Ie•114.4 PITO // Ili\\\ F1
I/x•TALI IBS TLfiE.Darn5/16DIA.LE-DOWN4 s4POES9 SIM s/IS•W.3 \\ r ± IL ri z,
I.Y.BOLT AT 48•0.0 ma la LONG.MR.t-1 Y EN0ED IN y V
314.ROW RAFTER AT IR' T1c CEMN OF iB-ANI S. °
°.c. (I)SAO BOLT AT w•0.0 BMI
L J . 5 z
/\ 1 u
ii
/4 DO TAWSat Mw•MPH<WM< .1r
0. £
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Dimm¢v. I- W
illa IAa "
SII I012:11/11111r1 Ii •0 h LL 5
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la
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N.m/rIww
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m= . •.:rm 4T-11' z o H
,0 w
"'Ss... IL ,� EXISTING SITE CONDITION „ =
loo O1� SCALE: 1/16' 1'-0' CY DOOe:OI/1s/mS8
Ewa,O SIDE VIEW / BER.R As NOTED
Z 2 SCALE N.T.SL. - qY Sheet ax
7d W VS FLORES AE 7d 7d 7d,-tt• P
PV-2
•
3 1,
A P U L L U 4650 E.ARROW NWY,STE.
A7
STRUCTURAL MONTCLAIR• CA 91763
Structural Calculations for:
Wei Zhou Xu Res idence
14.04 kW AC Photovoltaic Array Addition
205 W. Las Flores Ave.
Arcadia, CA 91007
......_ oFd(dl fi-
Owner/Developer. CIT,,,,.....-,,„----,-,-.4,-. „.1,.:054.„„.
S QRgRC.4U1.
SolarVast ^,::'3:•,--2,-4,•-z---
APPROVED
'--• : rbe 'elupnrent Services Department
8727 Lanyard Ct. .- 1�PRO`�j
Rancho Cucamonga, CA 9173�ne oetofplans"audspccitie,lti„!rs!lrrls .Irc kept
•
MOO '
II
tines and no changes pt
r.' shall be made Lll rn,,,4S(JI
The Stamping except hr the lirlildin„ alterat• ions
>
January 19, 2019 beheStio am • gofthisMaoandcpeC1fic:rtion1tihall
Permit or to heart up/Irma/of
of ally pros isiona of: shall not
rtoffhc'riotaw
rQ! e7h urdirrrreepr..state tan
Job#: 19-1822
14/91 ;EEssNickic
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A4+45
a p. 313 r20
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Page 1 of 4
APR L L 0 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: Asphalt shingle over 1/2"sheathing over rafters over 5/8"gypsum board
Live Load: 20.0 psf
•
Dead Load:
Roofing Material: 2.0 psf
Sheathing: 1.5 psf
Roof Framing Members: 2.5 psf
Drywall: 1.5 psf
Insulation: 1.0 psf
Miscellaneous: 1.5 psf
iSolar Array&Rack System 2.88 psf --Additional Load Applied
Roof Dead Load w/o Solar Array= 10.00 psf over<50%of Roof Area
Roof Dead Load at Solar Array= 12.88 psf
• Total Roof Load w/o Solar Array= 30.0 psf
Total Roof Load at Solar Array= 32.9 psf
Area of Solar Array Addition(for gravity check)= 685 ft2
Total Area of Affected Rafters(for gravity check)= 3685 ft2
Area of Solar Array Addition(for seismic check)= 685 ft'
Total Area of Affected Roof(for seismic check)= _3685 ft2
Check Additional Gravity Loads on Rafters:
Total Load Increase at Affected Rafters = 0.54 psf
%of Total Load Increase= 1.78% < 5.0% OK
r
Per CBC 3403A.3 Additional solar Array Weight is Structurally
Acceptable
Check Additional Gravity Loads on Lateral Resisting System:
Dead Load Increase at Entire Roof= 0.54 psf
%Dead Load Increase on Entire Roof= 5.35% < 10.0% OK
Per CBC 3403A.4 Additional Solar Array Lateral Load is Structurally I
Acceptable
Page 2 of 4
Sht: El
A L L a 14650 E.ARROW HWY. STE.Al Date: -
STPRIICTRAL MONTCLAIR. CA 91763 #:
A:
ROOF MOUNTED SOLAR PANELS
Earthquake Design per ASCE 7-16-13.3.1
Design Parameters
l
Site Class=I D Per Table 1613A.3.2 Latitude,deg Longitude,deg
Short Period S.A.,Ss=; 2.148 2015 NEHRP Provisions 34.1165 -118.0387
Site Coefficient,Fa= 1.20 Table 1613A.3.3(1)
SMS=FaSs= 2.58 EQ 16A-37
Sps=2/3 Sms= 1.72 EQ 16A-39
Importance Factor,l,= 1.00 Section 13.1.3
Height of Equipment,z= 22.00 ft
Height of Roof,h= 22.00 ft •
Weight of Panels to each Mount,Wp= 45.50 lbs
ap= 1.00 Table 13.6-1
Rp= 2.50 Table 13.6-1
Determine Fp,Seismic Design Force(STRENGTH LEVEL)
Fp=(0.4apSpsWp)(1+2z/h)/(RJIp)= 38 lbs EQ 13.3-1
[Not Greater Than:] Fp=1.650sWplp= 125 lbs EQ13.3-2
[Not Less Than:] Fp=0.3SpsWplp= 23 lbs EQ13.3-3
Use Fp= 38 lbs at each Roof Mount Bracket
Page3 of 4
Sht: W1
APOLLO !4650 E.ARROW HWY.STE.A7 Date:
MONTCLAIR. CA 91763 #"
STRUCTURAL o:' --
I. ROOF MOUNTED SOLAR PANELS
Components-and Cladding-Wind Load Design per ASCE 7-16,30.4.2-h<60 ft
Design Parameters
Design Wind Velocity(3s Gust),V=, 110 mph
Wind Exposure= C
Mean Panel Height= 22.00 ft
Total Effective Area of Typical Array= 685 ft2
Panel Area to Each Support=1 18.00 ftZ
Angle of Panels= 0 degrees
a=' 3 ft(3ft.Min.)
Determine Wind Force at Each Roof Mount
qh=0.00256 K,Ka Kd V2 I= 14.5 psf Load case 0.6•gh
K,= 0.92 Table 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.=GCp;= 0 +/-(Figure 6-5)
y=0° 1=1800
Per Figures 30.4-1 thru 30.4-7
GCp(Zone 1)= 0.25 -0.95
GCp(Zone 2)= 0.25 -1.70 Per Figures 30.4-1 thru 30.4-7
GCp(Zone 3)= 0.30 -2.80 NO PANELS IN ZONE 3
P
(+)P=qh(GCp-GCp;)= 10.0 -24.7 psi,Positive Wind(10 psi min)-Worst Case
Lateral Load at Each Mount= 0 0 lbs
Compression/Uplift at Each Mount= 180 -445 lbs
' Roof Mount is attached to roof sheathing&roof members w/(1)'5/16"x 4-1/2"Lag Bolt w/Min.3.5"thread
LN embed „per SOLARVAST. -
1.---_ Allowable Loads for 5/16"Diameter Lag Screw per the 2015 NDS: 1
(Table 11.2A) Withdrawn 266 f lb/in x 3.5"embed x (Cd=1.6)= 1490 lbs
(Table 11K) Shear=i 120 511b x (Cd=1.6) = 192 lbs
I `' SOLAR ARRAY ATTACHMENT.METHOD IS STRUCTURALLY ACCEPTABLE.
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