HomeMy WebLinkAboutsolar-19-0503 la } City of Arcadia, CA = PermltNo S01R 19 0503
i{}z i Development Services Department Tr ` PermitType Solar
i' n 240 West Huntington Drive,Post Office Box 60021ill; `
Arcadia,CA 91066-6021 ,i, ku WOplepOssrfiCotiop Solar.Residential_:
f ti
°'- (626)574-5416' 4`"- , .Permit stawwsilssued
ARCADIAissue'Date:03/13/2019;1 Expiration: 09/09/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
278 W Palm DR Arcadia,CA 5787018008
Contacts
KAO,PONG C AND QUACH,GING P Owner SOLAR SOLUTIONS 4 U INC Contractor
278 W PALM DR 1990 Rosemead,South El Monte,CA 91733
(626)443-8166 910748
Description:ROOF MOUNT PV SYSTEM, 25 MODULES/MICRO, Valuation: $ 0.00 Tenant
NEW 125 AMP LOAD CENTER
Total Sq Feet: 0.00 . Plan Check k Plan N
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $324.72
Distribution Panel $16.48 Cash/Receipt N REC-00666-19 $324.72
Electrical Permit Issuance Fee $47.01
Amount Due: $0.00
Fire Plan Check Fee Residential $50.00
Inverters $77.78
Panels $82.45 COMDLE1'ED Management Fee 2 $1.00V/
Total: $324.72
q...( -(q P Mt / tterl S CALLS FOR INSPECTIONS
!� ^ Request for inspection by telephone at 626-574-5450. Leave a message
KEtEIttEO $foK6 Dan< Arei3OilYtT requesting the address,timeframe and what inspection item is needed.
Al.„7d 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.
March 13,2019
Issued By: Date
March 13,2019 Page 1 of 1
,FAR
',r
PERMIT/PLAN REVIEW APPLICATION'
i‘oita Development Services Department,240 West Huntington Drive, Post Office Box 60021
Arcadia, CA 91066-6021, (626) 574-5416,Fax(626) 447-9173
City of
Arcadia
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:
$ Chapter 9(commencing with Section 7000,of Division 3 of the Business and
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 (Q License .o. ' 0 4, 8 . •ate r/ D. 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 have and will maintain workers'compensation insurance,as required by Section
1:1I hereby affirm under penalty of perjury that 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 work�rs'rcom �a�ti01 ins ce cam and policy numbers are:
Code.My city or county which requires a permit to construct,alter,improve, . Carrier Sr r /Li
demolish,or repair any structure,prior to its issuance,also required the applicant D
7
for such permit to e a signed statement that he or she is licensed pursuant to the }
` Policy Number l
fie
provisions of the Contractors License Law(Chapter 9(commencing with Section .`k (This section need not be completed if the permit is for of a hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
yu ft--��
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)): r`e 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 forQ
sale(Section 7044,Business and Professions Code:The Contractors License .Date 7� 3� Signature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or thi6ugh his or,het,own
employees,provided that such improvements are not'intended or offered for WARNING: Failure to secure Workers'Compen •'in 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.
0 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. A,, r�
flame /-l GI Title F1/7 9,0-)i- �i{ Wl�7SGl/t
Pana NAME
!II 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.
1agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
t rcadia to enter upon the above-mentioned property for inspection purposes.
Et
ignature / Date 3/l 3 1 « .
1%00- R4zilaN
sit
7w.�.R�R�I 14! .9•73.
4 "Nio
1%01310'ogN°�
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
\,ANND CARBON MONOXIDE ALARMS
Property Address: :2_7? "° 1 C°‘ t 7y 6, 100-1
Permit Number: cOL- R ' /0 —093
Brief Job Description: coin _ Peo Ito, /J,
Number of smoke alarms installed: 3
Number of carbon monoxide alarms installed:
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.oov/licensinglistings/licenselistino bml searchcotest.pho
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 foregoing is true and correct, and that this
declaration was executed on (Date) `1-/i7Ito �� at Arcadia, California.
Owner's Name (printed/typed): �N Q ( k/I n
Signature of Owner: \F-ar L
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
LL f Ai <,_ k'X) . ', ±T O)Li : ,
Guest Roomi Bat6rou
I • Storage
I
Family Room tog
Garage
L______ pill
FIRST FLOOR PLAN
4= SMOKE ALARM II = CARBON MONOXIDE ALARM
Frtfr Mstr
Lai Bath .
Master Bedroom
Dining Room Kitchen -
-Bath
* o
Hall Q (Cb
closet
— _ - __ Closet
— Closet
Family Room –
0 €3
® — (Bedroom Bedroom
SECOND FLOOR PLAN
t).SMOKE ALARM I = CARBON MONOXIDE ALARM
•
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SOLAR PANEL INSTALLATION w pnL Da RL'YISIOFI
CONNECTION DETAIL —1d 7d 1d Id 1d 7d 7d—1 DATE Na
I I I I I ^d
ARRAY INFORMATION
1 I MODULE WEIGHT 46 LRS � T T I.
r1/21•4 , QpOFESSI.. • (I
. .f., MODULE LENGTH 63.81 INCHES O :0 1 tp`
MODULE WIDTH 43.93 INCHES ", � 'p V•
1 I 1 MODULE DEPTH 1.57 INCHES tP' !.
TOTAL MODULES 26 RA tor
TOTAL MODULE WT. 1196 LBS gr, �i N..Cl I '0 J
litI 1 TOTAL RAIL WT. 130 LBS
i, cSW..0...e.. .•� -11• r
I r TOTAL INSTALLED WT. 1326 LBS VA/�hd'�A ?"/E ,./` :-,g,
_ INSTALLATION AREA 506.13 SOFT vlm •c - �.C� "'
I 1 r DISTRWUTED LOAD 2.62_ LRSSQ.Er I (Igaul*�. Ct`�& �u pRopEGEO e
1 1 I Y OFCONNECrPOINB 52 RA i a VuU ❑ 9pp I
POINT LOAD 26 LDS/PODN �' ENGINFFRYSFAL SHOWS THAT EAR HAS g Y S
I �,�•�• 1 10 ROOF MEMEERFIONONFORM TION
_ ROROOED CONNECTION
TION OF SOIAR RAO(
SOUR PAM. NOTE: .. WITH STRUCTURALCAlnnaTONL I I
t:AI`4IrTh3 I •THE SOLAR SYSTEM HASADISIRIBUTED WEIGHT ♦ 6d.
ems u.rt M.FOS LESSTNAN4PSP 5
9.49D LYS WWIER AT sC O.C. •THE CONCENTRATED LOAD FOR EACH VERTICAL yys 5i.
N a S N
O Ied.Csop wen CYNI.TOR•4P 0.0. SUPPORT IS LESS THAN 40 LR5 R N COr1�1C TEE EI
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I SCALE: 1/16' = T'-O' smet'Y1
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DESAIL
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4650 E.ARROW HWY.STE.A7
AR UOCTLULRAL MONTCLAIR. CA 91763
STR
Structural Calculations for:
Fong Kao Residence
9.36 kW AC Photovoltaic Array Addition
278 W. Palm Dr.
Arcadia, CA 91007
Owner/Developer:
SolarSolutions4u
1990 Rosemead Blvd., Ste. 101
South El Monte, CA 91733
March 7, 2019
Job#: 19-1871
77000�pp
r0,4 ) 0
N•.C7 -95
EXP. !-•
ano�000
Pagel of4
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APOLLO465GE.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: i :72.4thea_tau�.g�over rafters 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
fsolarArray&,Rack System I 2.62 psf i —Additional Load Applied
Roof Dead Load w/o Solar Array= 20.00 psf Over<50%of Roof Area
Roof Dead Load at Solar Array= 22.62 psf
Total Roof Load w/o Solar Array= 40.0 psf
Total Roof Load at Solar Array= 42.6 psf
Area of Solar Array Addition(for gravity check)= 506 ft2
Total Area of Affected Rafters(for gravity check)= 2438 ft2
Area of Solar Array Addition(for seismic check)= 506 ft2
I.
Total Area of Affected Roof(for seismic check)= 2438 ft=
Check Additional Gravity Loads on Rafters:
Total Load Increase at Affected Rafters= 0.54 psf
%of Total Load Increase= 1.36% < 5.0% OK
Pe%CBC 3403A.3 Additional Solar Array Weight is Structurally
—1" Acceptable
Check Additional Gravity Loads on Lateral Resisting System:
Dead Load Increase at Entire Roof= 0.54 psf
%Dead Load Increase on Entire Roof=_2.72% < 10.0.0K—�
Per CBC 3403A.4 Additional Solar Array Lateral Load Is Structurally'
ii Acceptable
I-
-Page 2 of 4
Sht: El
A P D L L 0 1 4650 E.ARROW HWY.STE.A7 Date:
STRUCTURAL MONTCLAIR. CA 91763 A:
I. It ROOF MOUNTED SOLAR PANELS-WORST,CASE AT 2ND FLOOR
EarthquakeDesign per ASCE 7-16-'13.3.1
Design Parameters
Site Class= D Per Table 1613A.3.2 Latitude,deg Longitude,deg
Short Period S.A.,5,= 1.929 2015 NEHRP Provisions 33.8039 -117.8233
Site Coefficient,Fa= 1.20 Table 1613A.3.3(1)
SMS=F,S,= 2.31 EQ 16A-37
SEA=2/3 Sms= 1.54 EQ16A-39
Importance Factor,ip= 1.00 Section 13.1.3
Height of Equipment,z= 12:00 ft
Height of Roof,h= 12.00 ft
Weight of Panels to each Mount,Wp= 46.00 lbs
aP= 1.00 Table 13.6-1
RP= 2.50 Table 13.6-1
Determine F .Seismic Design Force(STRENGTH LEVEL1
Fp=(0.4aPSesWP)(1+2z/h)/(RP/IP)= 34 lbs EQ 13.3-1
[Not Greater Than:] FP=1.6SesWPIP= 114 lbs EQ13.3-2
[Not Less Than:] FP=0.3SesWPIP= 21 lbs EQ13.3-3
Use FP= 34 lbs at each Roof Mount Bracket
Page 3 of 4
•
Sht: W1
A P O L L 0 I 4650 E.ARROW HWY,STE.A7 Date:
STRUCTURAL MONTCLAIR, CA 91763 0
LI; ROOF MOUNTED SOLAR,PANELS-WORST CASE AT 2ND FLOOR 1; j
Components and Cladding,-Wind Load Design per ASCE 7-16,30.4.2-h<60 ft
Design Parameters
Design Wind Velocity(3s Gust),Vcj®r140mph
Wind Exposure= C
Mean Panel Height= 12.00 ft
Total Effective Area of Typical Array= 506 ft2
Panel Area to Each Support= 18.00 ft2
Angle of Panels= 12 degrees
a= 3 ft(3ft.Min.)
Determine Wind Force at Each Roof Mount
9h=0.00256K,K1KdV2I= 13.4 psf Load case 0.6%
K2= 0.85 Table 30.3-1,Page 317
Krt= 1.0 Figure 26.8-1,Page 252-253
Kd= 0.85 Table 26.6-1,Page 250
1= 1.00
Internal Pressure Coeff.=GCpI= 0 +/-(Figure 6-5)
y=0• _
GCp(Zone 1)=i 0.45- =0.85, Per Figures 30.4-1 thru 30.4-7
GC.(Zone 2)= 0.45 - -1.60 Per Figures 30.4-1 thru 30.4-7
GCp(Zone 3)= 0.50 -2.60 NO PANELS INZONE3
(+)P=qh(GCp-GCpI)= 10.0 -21.5 psf,Positive Wind(10 psf min)-Worst Case
Lateral Load at Each Mount= 37 -80 lbs
Compression/Uplift at Each Mount= 176 -378 lbs
Roof-Mount is attached to roof sheathing&roof members w/(1)5/16"`x 4-1/4" Lag Bolt w/Min.3:25"thread
embed per SOLARSOLUTIONS4U.
Allowable Loads for 5/16"Diameter Lag Screw per the 2015 NDS:
(Table 11.2A) Wlthdrawl= ; 266 lb/in x 3.25"embed x (Cd=1.6)= 1383 lbs
Shear=11K) Shea 120 lb x (Cd=1.6) = 192 lbs
`i
I) SOLAR ARRAY ATTACHMENT METHOD IS STRUCTURALLY ACCEPTABLE.
Page 4 of 4