HomeMy WebLinkAboutSOLR-21-1072 (:: permit No.SOLR 21 10.72.
�'' City of Arcadia, CA b
Development Services Department °I r , f�' ,:--,- .,-`.'- +' L Perm,'tType Solar
° 240 West Huntington Drive,Post Office Box 60021 ( :- )3 ' f ' i l' i. ` I
� ry"
;A:-`i Arcadia,CA 91066-6021 I j. I I. ? Lp , work Clas ,cation,Solar Redder,
I 1 (626)574-5416 : ` Permit Status Issued:
I
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ARCADI IssueDate 06/14/2021 j Expiration: 06/14/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
16 W LEMON AVE ' Arcadia,CA 91007-8027 5782022036
Contacts
TAO LI Owner FREEDOM FOREVER LLC* Contractor
16 W Lemon AVE 3322 GARFIELD AVE,COMMERCE,CA 90040
(626)594-5953 (213)908-8229 1029644
:l .. . .: � �ti_._.•...,.. - e ,. , . �:,�,.._. _'S... ,vim,
Description:ROOF MOUNTED SOLAR SYSTEM 20 MODULES Valuation: $ 0.00 Tenant E
AND 1 INVERTER
Total Sq Feet: 0.00 Plan Check# Plan#
'
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $100.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-07908-21 $308.24
Inverters $77.78
Panels $82.45 Amount Due: $0.00
Solid Waste Management Fee 2 $1.00
Total: $308.24..
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.
ii1
CO1PtETE
G`��L� This permit/plan review expires by time limitation and becomes null and
�i-2di-� 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
1c?c! wco 0-0f...Kes P,62 f b0e- AL003011;04 ukirnsecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
June 14, 2021
Issued By: Henry Kemick Date
June 14,2021 • Page 1 of 1
4 OFF wv,,,q,
_ 9 PERMIT/PLAN REVIEW APPLICATION
-.i,11M a
Development Services Department,240 West Huntington Drive,Post Office Box 60021
oA%Unity.'No�9 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
IdLICENSED 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 C e,and m�Y license is in full force and effect. �J, 0 I have and will maintain a certificate of consent to self-insure for workers'
License Class "C 4V icense No. l0 ZS�7 ' l Exp. Date J,/ 71 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-BUILD R DECLA�TION 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.My wo ers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier a- cAD'^oO IC7 ��Q-
demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number r W G z!fv 6,..p Q
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 00 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 Z 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
tii
furthe information. IP—
ame d AI � o hf 1 itlefegAr / CooK0/ i ro/ILPRINT 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 . all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arca 'a to enter up the above-mentioned property for inspection purposes.
Sign tore --...„ (° ' ate //7/ /
I ) [' l / ) o )
V GPL! '41,6>
4.
AFFQDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: (,�? � oK 1� Rc, is �- 9/0 7
Permit Number: SOL(z- Z — j o 7�
10
Brief Job.Description: 5a/�� proe/s i ic%f//rnorn Cc Cabvr2. ow frhutfriss
Number of smoke alarms installed:
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.qov/licensinalistings/licenselisting brill 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 for going is true and correct, and that this
. . 2�. W
decleati•e� was executed ;n Gate) 6 i'� at Arcadia, California.
Owner's Name (printed/typed): -Tao Ls . .
Sigry Lure of Owner: 76- . Li
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
S E AL F't di �N XIDE C/4T O
Guest Room m
. R1threo
Storage
•
Family Room
Garage
FIRST FLOOR PLAN
`_ SMOKE ALARM I CARBON MONOXIDE ALARM
rikt
W Master Bedroom
Dining Room Kitchen
Batty rt
q -
Close1
Imo.
... closet Closet.
FIIIIUly Room - -.-
7C",
1. SECOND FLOOR PLAN
`.SMOKE ALARM I al CARBON MONOXIDE ALARM
R324.6.1 PATHWAYS: W LEMON AVE THESE DRAWINGS ARE SUBJECT TO
NOT LESS THAN TWO MINIMUM 36-INCH WOE PATHWAYS ON COPYRIGHT PROTECTION BY US LAW.
SEPARATE ROOF PLANES, REPRODUCTION IN ANY FORM IS
FROM LOWEST ROOF EDGE TO RIDGE,SHALL BE PROVIDED ON I 95�_1�� I EXPRESSLY FORBIDDEN WITHOUT PRIOR
ALL BUILDINGS. WRITTEN APPROVAL FROM CURRENT
AT LEAST ONE PATHWAY SHALL BE PROVIDED ON THE STREET • ' RENEWABLES ENGINEERING INC.
OR DRIVEWAY SIOE OF THE ROOF. ,
FOR EACH ROOF PLANE WITH A PHOTOVOLTAIC ARRAY,A :.
MINIMUM 36 INCH-WIDE PATHWAY FROM THE LOWEST ROOF
EDGE TO RIDGE SHALL BE PROVIDED ON THE SAME ROOF PLANE , Current U�
OR STRADDLINGSAMELLANDOVER
SCAPF ReneWables
OR PLANES.PATHWAYS TH SHALL OVER AREAS CAPABLE OF
SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF.PATHWAYS I n I Engineering
SHALL BE LOCATED IN AREAS WTH MINIMAL OBSTRUCTIONS
SUCH AS VENT PIPES,CONDUIT,OR MECHANICAL EQUIPMENT. I 45'-6" I
•. . CURRENT RENEWABLES
R324.62 SETBACK AT RIDGE: A•.DRIVEWAY• ENGINEERING INC.
FOR PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 1560CHICAGOAVE,STE.015
• I RIVERSIDE,CA 525D1.
PERCENT16IOCTHEPLAN VIEW IS REQUIRED
ON BOTH LESS THANF , (N)
AN 1B INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A PHONE:(Asp-S0S1T.
HORIZONTAL RIDGE. FIRE ACCESS PATHWAY NNVNCRENG.CO
FOR PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 I I
PERCENT OF THE PLAN VIEW TOTAL ROOF AREANOT LESS THAN I ; (E)FENCE/WALL WITH GATE
A 36-INCH CLEAR SET BACK IS REQUIRED ON BOTH SIDES OF A 27,�„ - --''el
HORIZONTAL RIDGE. ,,,
AND MO EMERGENCY ESCAPE AND RESCUE OPENING:PANELS i A�,,, •/`• 'I
R3O MODULES INSTALLEDY ON DWELLINGS SHALL NOT BE -
:yip'' — (E)MAIN SERVICE PANEL
PLACED THE PORTION OF A ROOF THAT IS BELOW AN (— ;y;«'�
EMERGENCY ESCAPE AND RESCUE OPENING.A 3E-INCH-WOE I '."
PATHWAY SHALL BE PROVIDED TO THE EMERGENCY ESCAPE :s"
AND RESCUE OPENING, (E)FENCE/WALL WITH GATE Ii ,.,,` o 11. —(N)UTILITY AC DISCONNECT
.� (N)INVERTER:SE6000H-USGRM[SI1]
1
li
A -PATHWAY STREET A ► i:3#` D D D i1
OR DRIVEWAY SIDE OF ROOF 1, ,- ;':.
B -FIRE ACCESS POINT : Q
36"ACCESS PATHWAYSG%jii L/ 1 \ ..;:> •YN` G •o ❑ i
18"ACCESS PATHWAYS ": •:-. ..;
it I; �' _ 'I CONTRACTOR INFO
v II /�"''.. '.al
N I o
NOTES: ( freedom
1. MINOR FIELD ADJUSTMENTS ALLOWED BASED ON (N)SOLAR PV ARRAY I� it N •\� p reedom
ACTUAL SITE CONDITION AND MEASUREMENTS. (20)LONGI SOLAR LR4-60HPH-365M 365W I U •°.....
2. CONDUIT SHALL BE PAINTED TO MACH EXTERIOR II it
WALL.
II ii FREEDOM c FOORE ER,LLC
43445 rOLEOA.,n Orw PARK 1t
I! f lI STATE
OF wn
OYE ED ",B-GEN
I' CON R, ER,M_ROI , -SOLAR I.e.
li I I Solar Individual
k 1 —� II PROPERTY LINE Permit Package
POOL
I: l,4` f \ II TAO LI
I! i/// \ 11'-5"-! 7.300KW Grid Tied
li ll Photovoltaic System
16 W LEMON AVE,
Ii I� ARCADIA,CA 91007
Ii I) Red DOeaipli"n Dab
,, 48,-6, 1 A INITIAL DESIGN 5252021
II 11 OPPORTUNITY TAO LI
PROJECT WA
CI !Z : o
ATE 6/2021
I - __—.._.—:.--------.. �I /.� SITE PLAN
95'-1"
•
Y
dill Current
Renewables
Engineering
6/4/2021
Freedom Forever LLC
43445 Business Park Dr Suite 110
Temecula, CA 92590
Attn.:To Whom It May Concern
re job: TAO LI
16 W LEMON AVE,
ARCADIA, CA 91007
The following calculations are for the structural engineering design of the photovoltaic panels and are valid
only for the structural info referenced in the stamped plan set.The verification of such info is the
responsibility of others.
After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads.
All mounting equipment shall be designed and installed per manufacturer's approved installation
specifications.
Design Criteria:
Code: 2019 CBC
ASCE 7-16
Live Load: 20 psf
Ult Wind Speed: 110 mph
Exposure Cat: C
Ground Snow: 0 psf Min Roof Snow: NA
vitOESSIck,
'SNOT q,
w C82118y
Current Renewables Engineering Inc. * - �'#
Professional Engineer %� OM �r
info@currentrenewableseng.com , OF CAL*
Exp. 03/31120ZZ
1960 Chicago Ave,Suite D15,Riverside,CA 92507
www.currentrenewableseng.com I 951.254.5655
INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE
Date :6/4/2021
Current Job Code:TAO LI
'F~} Renewables 2 of 6
Engineering
Roof Properties:
Roof 1
Roof Type= Tile
Roof Pitch (deg)= 27
Mean Roof Height(ft) = 13
Attachment Trib Width (ft)= 2.75
Attachment Spacing(ft)= 6
Framing Type= Rafter
Framing Size= 2x8
Framing OC Spacing(in.)= 24
Section Thickness, b(in.)= 1.5
Section Depth, d (in.)= 7.25
Section Modulus,Sx(in.^3) = 13.1
Moment of Inertia, lx(in.^4) = 47.6
Framing Span (ft) = 13
Deflection Limit D+L(in.)= 2.6
Deflection Limit S or W (in.)= 1.73
Attachments Pattern = Fully Staggered
Framing Upgrade= Adequate
Sister Size= NA
Wood Species= DF#2
Wood Fb (psi)= 900
Wood Fv(psi) = 180
Wood E (psi) = 1600000
CD(Wind)= 1.6
CD(Snow)= 1.15
C�= 1.15
CM=Ct=CL=C;= 1.0
CF= 1.2
Cfu= 1.00
C�= 1.15
F'b_wind (psi)= 2285
F'b_snow(psi) = 1643
F'v_wind (psi)= 288
F'v_snow(psi) = 207
M_allowable_wind (lb-ft)= 2503
M_allowable_snow(lb-ft) = 1799
V_allowable_wind (lbs)= 2088
V_allowable_snow (Ibs)= 1501
E' (psi)= 1600000
1960 Chicago Ave,Suite D15,Riverside,CA 92507
www.currentrenewableseng.com I 951.254.5655
INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE
F Date :6/4/2021
Current Job Code:TAO LI
3of6
Renewables
- - . Engineering
Load Calculation:
Dead Load Calculations:
Panels Dead Load (psf)= 3.0
Roof 1
Roofing Weight(psf)= 9.0
Decking Weight(psf)= 2.0
Framing Weight(psf)= 1.2
Misc.Additional Weight(psf)= 1.0
Existing Dead Load (psf)= 13.2
Total Dead Load (psf)= 16.2
Wind Load Calculations:
Ultimate Wind Speed (mph) = 110
Directionality Factor, kd = 0.85
Topographic Factor, kzt= 1.0
Roof 1
Velocity Press Exp Factor, kz= 0.85
Ground Elevation Factor, ke= 1.00
Velocity Pressure, qz(psf)= 22.4
Array Edge Factor,yE= 1.25
Solar Equalization Factor,ya = 0.64
External Pressure Up, GCp_1= -1.5
External Pressure Up, GCp_2= -2.2
External Pressure Up, GCp_3= -2.3
External Pressure Down,GCp= 0.6
Design Pressure Up, p_i (psf)= -27.0
Design Pressure Up, p_2 (psf) _ -39.6
Design Pressure Up, p_3 (psf) = -41.4
Design Pressure Down, p (psf)= 16.0
Hardware Checks:
Lag Screw Checks:
Roof 1
Ref.Widthrawal Value,W(lb/in)= 266
(Cm= Ct=Ceg= 1.0) CD= 1.6
Adjusted Widthrawal Value,W' (lb/in)= 426
Lag Penetration, p (in.) = 2.5
Allowable Widthrawal Force,W'p (Ibs) = 1064
1960 Chicago Ave,Suite D15, Riverside,CA 92507
www.currentrenewableseng.com I 951.254.5655
INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE
Date :6/4/2021
5: Current Job Code:TAO LI
Renewables 4 of 6
Engineering
Applied Uplift Force (Ibs)= -444
Uplift DCR= 0.42
Ref. Lateral Value,Z(Ibs) = 270
(Cm= Ct=Co=Ceg= 1.0) Co= 0.9
Adjusted Lateral Value,Z' (Ibs) = 243
Applied Laeral Force(Ibs) = 22
Angle of Resultant Force, a(deg) = 87
djusted Interaction Lateral Value,Zia(Ibs)= 1055
Lateral DCR= 0.02
Roof Framing Checks:
Force Checks:
Roof 1
LC1: D+S
Applied Moment(lb-ft)= 686
Applied Shear(Ibs) = 211
Allowable Moment(lb-ft) = 1799
Allowable Shear(Ibs) = 1501
Moment DCR= 0.38
Shear DCR= 0.14
LC2: D+0.6W
Applied Moment(lb-ft)= 1092
Applied Shear(Ibs) = 336
Allowable Moment(lb-ft) = 2503
Allowable Shear(Ibs)= 2088
Moment DCR= 0.44
Shear DCR= 0.16
LC3: D+0.75(5+0.6W)
Applied Moment(lb-ft)= 991
Applied Shear(Ibs) = 305
Allowable Moment(lb-ft)= 2503
Allowable Shear(Ibs) = 2088
Moment DCR= 0.40
Shear DCR= 0.15
LC4:0.6D+0.6W
Applied Moment(lb-ft)= 273
Applied Shear(Ibs) = 84
Allowable Moment(lb-ft) = 2503
Allowable Shear(Ibs)= 2088
Moment DCR= 0.11
1960 Chicago Ave,Suite D15,Riverside,CA 92507
www.currentrenewableseng.com I 951.254.5655
INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE
/-� Date :6/4/2021
Current
-� Job Code:TAO LI
', \i Renewables 5 of 6
Engineering
Shear DCR= 0.04
Deflection Checks(Service Level):
Roof 1
LC1: D+L
Deflection (in.) = 0.41
Deflection Limit(in.) = 2.99
Deflection DCR= 0.14
LC2: S
Deflection (in.)= 0.00
Deflection Limit(in.)= 1.99
Deflection DCR= 0.00
LC3:W(Down)
Deflection (in.)= 0.11
Deflection Limit(in.)= 1.99
Deflection DCR= 0.06
LC4:W(Up)
Deflection (in.)= -0.19
Deflection Limit(in.)= 1.99
Deflection DCR= 0.10
Seismic Check:
Existing Weight:
Wall Weight(psf) = 17
Tributary Wall Area (ft2) = 1200
Total Wall Weight(Ibs)= 20400
Roof Weight(psf) = 13
Roof Area (ft2)= 3500
Total Roof Weight(Ibs) = 46361
Total Existing Weight(Ibs)= 66761
Additional PV Weight:
PV Panel Weight(Ibs)= 54
Number of Panels= 20
Total Additional PV Weight(Ibs)= 1089
Weight Increase:
(Existing W+Additional W)/(Existing W) = 102%
The increase in weight as a result of the solar system is less than 10%of the existing structure and
1960 Chicago Ave,Suite D15,Riverside,CA 92507
www.currentrenewableseng.com I 951.254.5655
INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE
Date :6/4/2021
Current Job Code:TAO LI
��✓ Renewables 6 of 6
Engineering
therefore no further seismic analysis is required.
Limits of Scope of Work and Liability:
Existing structure is assumed to have been designed and constructed following appropriate codes at
time of erection, and assumed to have appropriate permits.The calculations produced are only for the
roof framing supporting the proposed PV installation referenced in the stamped planset and were
completed according to generally recognized structural analysis standards and procedures, professional
engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or
were not observable during time of inspection are not included in this scope of work.All PV modules,
racking, and mounting equipment shall be designed and installed per manufacturer's approved
installation specifications.The Engineer of Record and the engineering consulting firm assume no
responsibility for misuse or improper installation.This analysis is not stamped for water leakage.
Framing was determined based on information in provided plans and/or photos, along with engineering
judgement. Prior to commencement of work,the contractor shall verify the framing sizes,spacings, and
spans noted in the stamped plans, calculations, and cert letter(where applicable) and notify the
Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that
there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter
(where applicable) and notify the Engineer of Record of any concerns prior to starting construction.
1960 Chicago Ave,Suite D15,Riverside,CA 92507
www.currentrenewableseng.com I 951.254.5655
INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE