HomeMy WebLinkAboutSOLR-20-1819 City of Arcadia, CA Permit NO. SOLR-20-1819
• Development Services Department Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 Work Classification:Solar-Residential
ARCADIA (626)574-5416 Permit Status:Issued
ARCADIA Issue Date:11/04/2020 I Expiration: 11/04/2021
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1122 HUGO REID DR Arcadia,CA 91007-6162 5777011006
Contacts
JERRY Lee Owner SOLAR OPTIMUM INC* Contractor
1122 HUGO REID,ARCADIA,CA 91007 501 W Glenoaks BLVD#555,Glendale,CA 91202
(818)804-3122 972228
lk
Description:ROOF MOUNT PV SYSTEM:12 MODULES/MICRO Valuation: $ 0.00 Tenant
INVERTERS,NEW 225 amp SERVICE
Total Sq Feet: 0.00 Plan Check# Plan#
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $100.00 Total Fees $324.72
Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-05957-20 $324.72
Inverters $77.78
Panels $82.45 Amount Due: $0.00
Residential Services up to 400 amps $16.48
Solid Waste Management Fee 2 $1.00
Total: $324.72
-cf•J i. I
_ 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.
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.
November 04, 2020
Issued By: Date
November 04,2020 Page 1 of 1
SFA•
uFORy
'� PERMIT/PLAN REVIEW APPLICATION
140:v 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
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 my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class License No. Exp. Date 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 1:1I 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 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 _nI 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.
Name 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 above-mentioned property for inspection purposes.
Signature Date
Hugo Reid Drive ALL EXPOSED CONDUIT AND GUN I KAU 1 UN
MECHANICAL EQUIPMENT SHALL BE iolar Optimum Inc.
Public Sidewalk PAINTED TO MATCH ROOF AND 1ddress:
— ---------
rr _ WALLS. i14 W Colorado St.,
r ': es Glendale,CA 90049
I Driveway ' ^". 'See
t Phone Number:
_ . `,_ ./O." :n Sheet k Tel:(818)745-1475
ti , ,I10l?alZA :k- )C.-qr_ _. Licit:972228,Class C-10
I I H 1 1
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i� - __1 L_-- _-� -�� SOLAR
� OPTIMUM
\ striatum with Simi
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N Solar PV Arra 2
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£�., Io 4 Panasonic 330W
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4.1:::.:.,:i::,::::::::::':_ 0 4 IQ7X Microinverters
IAir �a[ ., �- ' 20 Deg Roof Sbpe
, • � '' Orientatan:85 Deg
1 I I N)Jundion Box
30'-3' fii. N)225A Main Service Panel
IS 1 N)Utility Meter
1 L '_ N)30A AC Disconnect
I �_ .,,,.*::,::::AIL. N)100A IQ Combiner Box
ence
1 G �\ Existing Mai '
—_— 9 1
E)Patio Serice Panel I
I 3/4"EMT Conduit Run
' Min.7/8"Above Roof ,
N)Solar PV Array 1 I
I Driveway 8 Panasonic 330 W I
8 IQ7X Microinverters
20 Deg Roof Slope I Solar Individual
IOrientation:175 Deg Permit Package
Ipir4 I Jerry Lee
i Property Line 3.96 KW Grid Tied
' Photovoltaic System
I 1 1122 Hugo Reid Drive,
I411166,
I Arcadia,CA 91007
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1 I DATE DMV. 10 14.10
I -9" 1 ,b,
E)Garage DRAM er NASD"'
I - I SCALE AS INDICATED
—68%11"- J SCALE:1/14"=1' SHEET
L______-----
__— — — — — 01®a SOLAR A-1
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AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: y ,fa_ a_ I____k U k_f<,L. 0,1r i U e
Permit Number: c--L9[0 r -2o -/.3 f
Brief Job Description: 12 o o m ,4 S,--)kR a,,_ fj . 1 o
Number of smoke alarms installed: _c21_
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 2013
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 2010 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
Marshall. http://osfm.fire.ca.gov/licensinglistings/licenselistinq 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 foregoing is true and correct, and that this
declaration was executed on (Date) II//,6/Z of 1) at Arcadia, California.
Owner's Name (printed/typed): j P r N -- ,.,_jiiii. P c
Signature of Owner: n.e/(0---v1K-e---(
This affidavit must be returnd t the City of Arcadia inspector prior to final inspection
SMOKE ALARM AND CARBON MONOXIDE ALARM LOCATIONS
Guest Room o :Q tthroom
Storage
Family Room
Garage
FIRST FLOOR PLAN
' = SMOKE ALARM II = CARBON MONOXIDE ALARM
f0 Mstr
__' Bath
Master Bedroom
Dining Room Kitchen -yam
—N Bath
Ilall -� r-- Closet
Closet Closet
Family Room
Bedroom Bedroom
SECOND FLOOR PLAN
SMOKE ALARM I = CARBON MONOXIDE ALARM
I
LAGUNA
CONSULTING ENGINEERS 28202 Cabot Road, Suite 300
LAGUNA PACIFIC GROUP.INC. Laguna Niguel, CA 92677
949-371-5238
info@LagunaEngineers.com
October 15,2020Q%OFESS/Oq,
OESKq ql
To: Solar Optimum hL�'p� Heyes
501 W Glenoaks Blvd Ste#555 `'Q S 5847 y Z
Glendale,CA.91202 „.1 a Z m
* EXP. 12/21
Subject: Certification Letter
Lee Residence ' ' p CTA7
1122 Huge Reid Dr Op CA
Arcadia,CA.91007
'4'...."."1111,11W Digitally signed by Paymon
Eskandanian
To Whom It May Concern, Date:2020.10.16 15:46:18-07'00'
A jobsite observation of the condition of the existing framing system was performed by an audit team of Solar Optimum as a
request from Laguna Pacific Group.All review is based on these observations and the design criteria listed below and only deemed
valid if provided information is true and accurate.
On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the
solar PV addition to the roof.The structural review only applies to the section of the roof that is directly supporting the solar PV
system and its supporting elements.The observed roof framing is described below.If field conditions differ,contractor to notify
engineer prior to starting construction.
The roof structures of(Roofl&2)consist of tile roof,sloped at 20 degrees.The roofing material is supported by roof plywood and
skip sheathing and by the roof framing below.
The existing roof framing systems of(Roofl&2)are judged to be adequate to withstand the loading imposed by the installation of
the solar panels.No reinforcement is necessary.
The spacing of the solar standoffs should be kept at 72"o.c.for landscape and 72"o.c.for portrait orientation.
The scope of this report is strictly limited to an evaluation of the fastener attachment,underlying framing and supporting structure
only. All panels,racking and hardware shall be installed per manufacturer specifications and within specified design limitations.All
waterproofing shall be provided by the manufacturer. Laguna Pacific.Group assumes no responsibility for misuse or improper
installation of the solar PV panels or racking.
phiPinot
t`S'e I.. ' ' 1hl.
Design Criteria: Spf(Jf *'�/1,4, S 4jf,
• Applicable Codes=2019 CBC,ASCE 7-16 �n//J('/ X2/0/2,•. ��,�)���r11)2fnt
• Roof Dead Load=15 psf(Roofl&2) S/s1//,rJh`J/;4r/, ,�,2}�/cPt-•'-
/) ] ,„
• Roof Live Load=20 psf /)f, t 1IJ;,yi t S 4/J�/ 40,,�)S'
• Wind Speed=110 mph(Vult),Exposure C �t2+-1 �t f'1 /J0(1... 7��uS'f fl, •
• Attachments:2-1/4"lag screw with 2.5 inch min embetti�r gr1t deptrr; this /.I UJf,i/ .sts or op �( )(
at spacing shown above. 0/;l dt T211;'1 /J�N2; fji/r(,,; erli•
P g 21i t,_ l,J.: 111t/ J'.ti /). , II12JS
/, 1 i� a/;�, `/2r,(,• /I[S20
Please contact me with any further questions or concerns regarding this project. {+/'2021 r.'/ 2/7/'ri.i�Y/f�f/�rJ�J Shall
. „. / o
f 2 r/j22.+lr' llie I Jf)/- , l
Sincerely, 3t't'u.•S1�!(t/�t;On
;)Iy
Paymon Eskandanian,S.E.
Principal Engineer Lee Residence,Arcadia, CA 1
LAGUNA 28202 Cabot Road, Suite 300
CONSULTING ENGINEERS Laguna Niguel, CA 92677
LAGUNA PACIFIC GROUP,INC. 949-371-5238
info@LagunaEngineers.com
Gravity Loading
PV Dead Load=3 psf(Per Solar Optimum)
DL Adjusted to 20 Degree Slope 3 19 psf
PV System Weight
Weight of PV System(Per Solar Optimum) 3.0 psf
X Standoff Spacing= 6.00 ft
Y Standoff Spacing= 2.75 ft
Standoff Tributary Area= 16.50 sft
Point Loads of Standoffs 50 lb
Roof Live Load=20 psf
Note:Roof live load is removed in area's covered by PV array.
Roof Dead Load(Roof1&2)
Tile 10.00
Roof Plywood and Skip Sheathing 3.50
2x4 Rafters @ 24"o.c. 0.73
Vaulted Ceiling 0.00 (Ceiling Not Vaulted)
Miscellaneous 0.77
Total Roof DL(Roof1&2) 15.0 psf
DL Adjusted to 20 Degree Slope 16.0 psf
Lee Residence, Arcadia, CA 2
4
LACUNA
CONSULnG ENGINEEIS 28202 Cabot Road,Suite 300
LACUNA PAtifie GROUP.Mt. Laguna Niguel,CA 92677
949-371-5238
info@LagunaEngineers.com
Wind Calculations
Per ASCE 7-16 Components and Cladding
Input Variables
Wind Speed 110 mph
Exposure Category C
Roof Shape Gable Roof
Roof Slope 20 degrees
Mean Roof Height 20 ft
Effective Wild Area 19.3 ft
Ground Elevation 0 ft
qh 0.00256•Kz•Kzt•Kd•Ke•1/"2 (Eq.26.10-1)
Kz(Exposure Coefficient)=0.90 (Table 30.3-1)
Kzt(topographic factor). 1.00 (Fig.26.8-1)
Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1)
Ke(Ground Elevation Factor)= 1.00
V(Design Wind Speed).110 mph (Fig.26.5-1A)
Risk Category=II (Table 1.5-1)
qh= 23.75
Standoff Uplift Calculations-Portrait
Zone 1 Zone 2 Zone 3 Positive
y.= 0.73 0.73 0.79 0.73
GCp= -2.00 -2.69 -3.53 0.48 (Fig.30.3)
Uplift Pressure= -34.5 psf -46.4 psf -65.8 psf 8.4 psf (Eq.29.4-7)
ASD Uplift Pressure= -20.7 psf -27.8 psf -39.5 psf 9.6 psf
X Standoff Spacing= 6.00 6.00 4.00
Y Standoff Spacing= 2.75 2.75 2.75
Tributary Area= 16.50 16.50 11.00
Deal Load on attachment= 50 Ib 50 lb 33 lb
Footing Uplift(0.6D+0.6W)_ -292 lb -410 lb -401 lb
Standoff Uplift Calculations-Landscape
Zone 1 Zone 2 Zone 3 Positive
y.= 0.79 0.79 0.80 0.79
GCp= -2.00 -2.97 -3.60 0.53 (Fig.30.3)
Uplift Pressure= -37.7 psf -55.9 psf -68.4 psf 10.0 psf (Eq.29.4-7)
ASD Uplift Pressure(0.6W)= -22.6 psf -33.5 psf -41.0 psf 9.6 psf
X Standoff Spacing= 6.00 6.00 4.00
Y Standoff Spacing= 1.75 1.75 1.75
Tributary Area= 10.50 10.50 7.00
Dead Load on attachment= 31.50 31.50 21.00
Footing Uplift(0.6D+0.6W)= -206 lb -321 lb -266 lb
Standoff Uplift Check
Maximum Design Uplift=-410 lb
Standoff Uplift Capacity =4450 lb
450 lb capacity>410 lb demand Therefore,Oft
Fastener Capacity Check
Fastener=
Number of Fasteners=2
Embedment Depth=2.5
Pullout Capacity Per Inch=121 lb
Fastener Capacity=605 lb
w/F.S.of 1.5&DOL of 1.6=646 lb
646.4 lb capacity>410 lb demand Therefore,OK
Lee Residence,Arcadia,CA 3
A
28202 Cabot Road, Suite 300
LAGUNA
A
CONSULTING ENGINEERS Laguna Niguel, CA 92677
LAGUNA PACIFIC CROUP,INC. 949-371-5238
info@LagunaEngineers.com
Vertical Check
Summary of Loading:
Existing with PV
D(psf) 15.0 psf 18.0 psf
Lr(psf) 20.0 psf 0.0 psf (Under Panels Only)
Load Combinations:
Load Duration Factor Existing with PV
D(psf) 0.9 15.0 18.0
D+Lr(psf) 1.25 35.0 18.0
Load Combination 5%Check:
Change Pass/Fail
D 20.00% Fail *Refer to Member Check
D+Lr -48.57% Pass
Per the California Existing Building Code(CEBC)2019 Section 502.4,indicates that alterations to a building that
result in less than 5%increase in the gravity loads may be performed without a structural evaluation of the
existing building.The checks above represent which member fores in the area of the propsed solar array that will
not increase by more than 5%,thus qualifying members under Section 502.4.Combinations that do not meet the
requirements set by Section 502.4,supplemental analysis is contained in this structural packet for structural
qualification.
Lee Residence, Arcadia, CA 4
r
LAGUNA 28202 Cabot Road, Suite 300
CONSULTING ENGINEERS Laguna Niguel, CA 92677
LAGUNA PACIFIC GROUP,INC. 949-371-5238
info@LagunaEngineers.com
Framing Check
(Roof1&2) PASS
w=38 plf
Dead Load 16.0 psf
PV Load 3.2 psf
Live Load 20.0 psf . . ',.. ..�
Governing Load Combo=DL Member Span=T-10"
Total Load 19.2 psf
Member Size S(inA3) I(in^4) Lumber Sp/Gr Member Spacing
2x4 3.06 5.36 DF#2 @ 24"o.c.
Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1)
900 x 0.9 x 1.5 x 1.15
Allowed Bending Stress=1397.2 psi
Maximum Moment =(wL^2)/8
= 293.8461 ft#
= 3526.153 in#
Actual Bending Stress=(Maximum Moment)/S
=1151.4 psi
Allowed>Actual--82.5%Stressed -- Therefore,OK
Allowed Deflection(Total Load) = L/180 (E=1600000 psi Per NDS)
= 0.522 in
Deflection Criteria Based on = Continuous Span
Actual Deflection(Total Load) = (w*L^4)/(185*E*I)
= 0.158 in
= L/595 > L/180 Therefore OK
Allowed Deflection(Live Load) = L/240
0.391 in
Actual Deflection(Live Load) = (w*LA4)/(185*E*I)
0.000 in
#DIV/0! > L/240 Therefore OK
Check Shear
Member Area= 5.3 inA2 Fv(psi)= 180 psi (NDS Table 4A)
Allowed Shear = Fv*A =945 lb Max Shear(V)=w*L/2 = 150 lb
Allowed>Actual—15.9%Stressed -- Therefore,OK
Lee Residence, Arcadia, CA 5
€.,- LAGUNA 28202 Cabot Road, Suite 300
L"A CONSULTING ENGINEERS Laguna Niguel, CA 92677
4,4& f
LAGUNA PACIFIC GROUP, INC. 949-371-5238
Lateral Check info@LagunaEngineers.com
Existing Weight of Effected Building
Level Area Weight(psf) Weight(Ib)
Roof 2093 sf 16.0 psf 33410 lb
Ceiling 2093 sf 6.0 psf 12558 Ib
718"Stucco 100 ft 11.0 psf 4400 lb (8'-0"Wall Height)
Int.Walls 100 ft 6.4 psf 2560 lb
Existing Weight of Effected Building 52928 lb
Proposed Weight of PV System
Weight of PV System (Per Solar Optimum) 3.0 psf
Approx.Area of Proposed PV System 231 sf
Approximate Total Weight of PV System 693 lb
10%Comparison
10%of Existing Building Weight(Allowed) 5293 lb
Approximate Weight of PV System(Actual) 693 lb
Percent Increase 1.3%
5293 lb>693 Ib,Therefore OK
Lee Residence, Arcadia, CA 6