HomeMy WebLinkAboutSOLR-21-0962 •
City of Arcadia, CA Permit NO. SOLR-21-0962
i Development Services Department Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021 Work Classification:Solar-Residential
Arcadia,CA 91066-6021
(626)574-5416 Permit Status:Issued
ARCADIA Issue Date:06/07/2021 Expiration: 06/07/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
—85 W LEMON AVE Arcadia,CA 91007-8028 5782021018
Contacts
Pedro Cotto Owner SUNPOWER CORPORATION SYSTEMS* Contractor
85 Lemon 1414 Harbour WAY#1901,Richmond,CA
(408)218-6811 890895
Description: ROOF MOUNTED SOLAR ON DETACHED Valuation: $0.00 Tenant
STRUCTURE 22 MODULES, 125 A LOADCENTER, 150A MCB
Total Sq Feet: 0.00 Plan Check# Plan#
,
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $100.00 Total Fees $324.72
Distribution Panel $16.48 Cash/Receipt#REC-07808-21 $324.72
Electrical Permit Issuance Fee $47.01
Amount Due: $0.00
Inverters $77.78
• Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $324.72
,
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.
COMPLEED 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
—a-Z-7 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.
June 07, 2021
Issued By: Henry Kemick Date
June 07,2021 Page 1 of 1
4 iliqm PERMIT/PLAN REVIEW APPLICATION
44I ' o Development Services Department, 240 West Huntington Drive, Post Office Box 60021
\Y/ Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
0 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. 0 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
performance of the work for which this permit is issued.
Signature of Contractor
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
0 I herebyaffirm under 3700 of the Labor Code,for the performance of the work for which this permit
penalty of perjury that I am exempt from the Contractors is issued.My workers'compensation insurance carrier and policy numbers are:
License Law for the following reason(Section 7031.5,Business and Professions
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
Policy Number
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 forthwith comply with those provisions.
property, or my employees with wages as their sole
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).
0 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
` ''Au11 MIu: 'r
004a1t7 0��0
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: «, c,e_ / 7
Permit Number> / — C) Q' .--
Brief Job Description: � y .IL / -
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/licensinglistings/Iicenselisting 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.
t declare under penalty of perjury that the •r=goi ! is true and correct, and that this
declaration was executed on (Date) ,i, . ' .4 at Arcadia, California.
Owner's Name (printed/typed): r -. :e 02- -vim
Signature of Owner:This affidavit must be returned to the City of Arcadia inspector prior to final inspection
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SUNP
5/18/2021
Attn.: To Whom It May Concern
re: Job TERESA COTTO: 85 WEST LEMON AVENUE, ARCADIA, CALIFORNIA 91007
The following calculations are for the structural engineering design of the photovoltaic
panels.
After review, I certify that the roof structure has sufficient structural capacity for the
applied PV loads.
All PV mounting equipment shall be designed and installed per manufacturer's approved
installation specifications.
If you have any questions, don't hesitate to contact.
Q�oFESS/0,y
p,.
Heinrich Digitallyst�
Heinrich Villanigne. NO. 80828 = m
Villanueva Date:2021.05. EXP. 3-31-23
16:50:22-07'00
NOW-
,;91 -
Design Criteria:
Code: 2019 California Building Code
ASCE 7-16
Live Load: 20 psf
Ult Wind Speed: 110 mph
Exposure Cat: C
Ground Snow: 0 psf
I
2125 E Katella Ave#220, Anaheim, CA 92806 1714.787.3850
I
Date :5/18/2021
Job Code:TERESA COTTO
SUN P O W E R"' 2of8
Structrure Geometry:
Mean Roof Height, hn = 13 ft
Eave Height, he = 8 ft
Buiding Length, L = 124 ft
Building Width, B = 54 ft
Module Area = 17.5 ft2
Roof Properties:
Roof 1 Roof 2 Roof 3
Roof Pitch (deg) = 23 23 23
Roofing Type= Comp Shingle Comp Shingle Comp Shingle
Sheathing Type= 5/8 OSB Sheathing 5/8 OSB Sheathing 5/8 OSB Sheathing
Wood Species= Doug Fir-Larch#2 Doug Fir-Larch#2 Doug Fir-Larch#2
Wood Fb(psf) = 129600 129600 129600
Wood Fv (psf)= 25920 25920 25920
Wood E (psf)= 230400000 230400000 230400000
Wood Lag Withdrawal (Ib/in) = 266 266 266
Framing Type= 2x4 Rafter 2x4 Rafter 2x6 Rafter
Framing OC Spacing(in.) = 24 24 24
Section Thickness, b(in.)= 1.50 1.50 1.50
Section Depth,d (in.) = 3.50 3.50 5.50
Section Modulus,Sx(in.^3)= 3.06 3.06 7.56
Beam Span (ft)= 8 8 8
Pen Trib Width (ft) = 2.55 2.55 2.55
Rail Span (ft) = 4.00 4.00 4.00
CD(Wind)= 1.6 1.6 1.6
CD(Snow) = 1.15 1.15 1.15
CB= 1.15 1.15 1.15
CM= 1.0 1.0 1.0
Cc= 1.0 1.0 1.0
CL= 1.0 1.0 1.0
CF= 1.5 1.5 1.3
Cfu= 1.0 1.0 1.0
Ci= 1.0 1.0 1.0
Cr= 1.15 1.15 1.15
Mallowable wind (lb-ft) = 729 729 1560
Mallowable snow(Ib-ft)= 524 524 1121
2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850
Date :5/18/2021
Job Code:TERESA COTTO
' SUN POWER"' 3of8
Dead Load:
Comp Shingle 3.0
5/8 OSB Sheathing 2.0
2x4 Rafter @ 24" OC 0.6
Misc(Insulation etc) 1.0
Total Roof 1 DL 6.6 psf
Comp Shingle 3.0
5/8 OSB Sheathing 2.0
2x4 Rafter @ 24" OC 0.6
Misc(Insulation etc) 1.0
Total Roof 2 DL 6.6 psf
Comp Shingle 3.0
5/8 OSB Sheathing 2.0
2x6 Rafter @ 24" OC 0.9
Misc(Insulation etc) 1.0
Total Roof 3 DL 6.9 psf
PV DL 2.8 psf
Roof 1 Roof 2 Roof 3
Roof_Dist_DL= 12 12 13
M_Roof_Dist_DL= 97 97 102
Def Roof Dist DL= 0.0109 0.0109 0.0030
PV_uni_Dist_DL= 5 5 5
M_PV_uni_Dist_DL= 41 41 41
Def_PV_uni_Dist_DL= 0.0046 0.0046 0.0012
Total_uni DL= 17 17 18
M_Total_uni_DL= 139 139 144
Def Total uni DL= 0.0155 0.0155 0.0041
Rail_Down_DL= 7 7 7
Rail_M_DL= 13 13 13
Pens_Down_DL= 26 26 26
Pens Side DL= 11 11 11
2125 E Katella Ave#220,Anaheim,CA 92806 1714.787.3850
a
Date :5/18/2021
Job Code:TERESA COTTO
SUN P0 WE RT�., 4of8
Wind Load:
Ultimate Wind Speed = 110 mph
Directionality Factor, kd = 0.85
Topographic Factor, kzt= 1
Velocity Pressure Exposure Factor, kz= 0.85
Ground Elevation Factor, ke= 1.00
Velocity Pressure, qz= 22.35
Array Edge Factor,yE= 1.5
Solar Equalization Factor,ya = 0.75
Roof 1 Roof 2 Roof 3
External Pressure Up, GCp_1= -1.50 -1.50 -1.50
External Pressure Up, GCp_2= -2.20 -2.20 -2.20
External Pressure Up,GCp_3= -2.30 -2.30 -2.30
External Pressure Down,GCp= 0.60 0.60 0.60
Design Pressure Up, p_1= -37.72 -37.72 -37.72
Design Pressure Up, p_2= -55.32 -55.32 -55.32
Design Pressure Up, p_3 = -57.83 -57.83 -57.83
Design Pressure Down, p= 16.00 16.00 16.00
uni_Dist_W_up= -75 -75 -75
M_uni_Dist_W_up= -603 -603 -603
Def_uni_Dist_W_up= -0.0676 -0.0676 -0.0174
uni_Dist_W_down = 32 32 32
M_uni Dist_W_down = 256 256 256
Def uni Dist Wdown = 0.0287 0.0287 0.0074
Module_Up_W1= -38 -38 -38
Module_Up_W2= -55 -55 -55
0 Module Down W= 16 16 16
Rail_Up_W1= -96 -96 -96
Rail_Up_W2 = -141 -141 -141
Rail_Down_W= 41 41 41
Rail_M_Up_W1= -193 -193 -193
Rail_M_Up_W2= -283 -283 -283
2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850
Date :5/18/2021
Job Code:TERESA COTTO
5 of 8
• TM
SUNPOWER
Rail MDown W= 82 82 82
Pens_Up_W1= -385 -385 -385
Pens_Up_W2= -565 -565 -565
Pens Down W= 163 163 163
Module Check:
Roof 1 Down = 16 psf < 125 psf OK
Roof 1 Up zl = 23 psf < 62 psf OK
Roof 1 Up z2 = 33 psf < 62 psf OK
Roof 2 Down = 16 psf < 125 psf OK
Roof 2 Up z1 = 23 psf < 62 psf OK
Roof 2 Up z2 = 33 psf < 62 psf OK
Roof 3 Down = 16 psf < 125 psf OK
Roof 3 Up zi = 23 psf < 62 psf OK
Roof 3 Up z2 = 33 psf < 62 psf OK
Rail Check(LRFD):
Roof 1 1 1.4D : 19 lb-ft < 548 lb-ft OK
Roof 1 1.2D+ 1.6S+0.5W : 57 lb-ft < 548 lb-ft OK
Roof 1 1.2D+0.5S+ 1.0W : 98 lb-ft < 548 lb-ft OK
Roof 1 0.9D+ 1.0W(Up z1) : 181 lb-ft < 548 lb-ft OK
Roof 1 0.9D+ 1.0W (Up z2) : 271 lb-ft < 548 lb-ft OK
Roof 2 1.4D : 19 lb-ft < 548 lb-ft OK
Roof 2 1.2D+ 1.6S+0.5W : 57 lb-ft < 548 lb-ft OK
Roof 2 1.2D+0.55+ 1.0W : 98 lb-ft < 548 lb-ft OK
Roof 2 0.9D+ 1.0W(Up z1) : 181 lb-ft < 548 lb-ft OK
Roof 2 0.9D+ 1.0W (Up z2) : 271 lb-ft < 548 lb-ft OK
Roof 3 1.4D : 19 lb-ft < 548 lb-ft OK
Roof 3 1.2D+ 1.6S+0.5W : 57 lb-ft < 548 lb-ft OK
Roof 3 1.2D+0.5S+ 1.0W : 98 lb-ft < 548 lb-ft OK
Roof 3 0.9+ 1.0W (Up z1) : 181 lb-ft < 548 lb-ft OK
Roof 3 0.9+ 1.0W (Up z2) : 271 lb-ft < 548 lb-ft OK
2125 E Katella Ave#220,Anaheim, CA 92806 1714.787.3850
Date :5/18/2021
Job Code:TERESA COTTO
' SUN P O W E RT" 6of8
Attachment Check(ASD):
Roof 1 1.0D+0.6W : 125 lbs < 803 lbs OK
Roof 1 1.0D+0.75*[1.05+0.6W] : 100 lbs < 803 lbs OK
Roof 1 1.0D+ 1.0S : 26 lbs < 803 lbs OK
Roof 1 0.6D+0.6W(Up z1) : 215 lbs < 803 lbs OK
Roof 1 0.6D+0.6W(Up z2) : 323 lbs < 803 lbs OK
Roof 2 1.0D+0.6W : 125 lbs < 803 lbs OK
Roof 2 1.0D+0.75*[1.05+0.6W] : 100 lbs < 803 lbs OK
Roof 2 1.0D+ 1.0S : 26 lbs < 803 lbs OK
Roof 2 0.6D+0.6W(Up z1) : 215 lbs < 803 lbs OK
Roof 2 0.6D+0.6W(Up z2) : 323 lbs < 803 lbs OK
Roof 3 1.0D+0.6W : 125 lbs < 803 lbs OK
Roof 3 1.0D+0.75*[1.05+0.6W] : 100 lbs < 803 lbs OK
Roof 3 1.0D+ 1.0S : 26 lbs < 803 lbs OK
Roof 3 0.6D+0.6W(Up z1) : 215 lbs < 803 lbs OK
Roof 3 0.6D+0.6W(Up z2) : 323 lbs < 803 lbs OK
Attachment Lateral Check(ASD):
Roof 1 1.0D+ 1.05 : 11 lbs < 472 lbs OK
Roof 2 1.0D+ 1.0S : 11 lbs < 472 lbs OK
Roof 3 1.0D+ 1.OS : 11 lbs < 472 lbs OK
Lag Screw Uplift Check(ASD):
Lag Screw Withdraw)Value= 266 lbs 5/16 Dia.
Lag Screw Penetration= 2.5 in
Roof 1 0.6D+0.6W(Up zl) : 215 lbs < 665 lbs OK
Roof 1 0.6D+0.6W(Up z2) : 323 lbs < 665 lbs OK
Roof 2 0.6D+0.6W(Up z1) : 215 lbs < 665 lbs OK
Roof 2 0.6D+0.6W (Up z2) : 323 lbs < 665 lbs OK
Roof 3 0.6D+0.6W(Up z1) : 215 lbs < 665 lbs OK
2125 E Katella Ave#220,Anaheim,CA 92806 1714.787.3850
Date :5/18/2021
Job Code:TERESA COTTO
. SUNPOWER'" 7of8
Roof 3 0.6D+0.6W(Up z2) : 323 lbs < 665 lbs OK
Framing Check(ASD):
Roof 1 uni 1.0D+0.6W : 292 lb-ft < 729 lb-ft OK
Roof 1 uni 1.0D+0.75*[1.OS+0.6W] : 254 lb-ft < 729 lb-ft OK
Roof 1 uni 1.0D+ 1.0S : 139 lb-ft < 524 lb-ft OK
Roof 1 uni 0.60+0.6W(Up z1) : 279 lb-ft < 729 lb-ft OK
Roof 2 uni 1.OD+0.6W : 292 lb-ft < 729 lb-ft OK
Roof 2 uni 1.0D+0.75*[1.05+0.6W] : 254 lb-ft < 729 lb-ft OK
Roof 2 uni 1.0D+ 1.0S : 139 lb-ft < 524 lb-ft OK
Roof 2 uni 0.6D+0.6W(Up z1) : 279 lb-ft < 729 lb-ft OK
Roof 3 uni 1.OD+0.6W : 297 Ib ft < 1560 Ib ft OK
Roof 3 uni 1.OD+0.75*[1.0S+0.6W] : 259 Ib ft < 1560 Ib ft OK
Roof 3 uni 1.0D+ 1.OS : 144Ibft < 1121Ibft OK
Roof 3 uni 0.6D+0.6 W (Up zi) : 276 lb-ft < 1560 Ib ft OK
Framing Deflection Check(Service Level):
Roof 1
Roof 1
Roof 1
Roof 1
Roof 2
Roof 2
uni D+ L: 0.279 in. < 0.53 in. OK
uni W Up : 0.341 in. < 0.40 in. OK
uni W Down : 0.144 in. < 0.40 in. OK
uni S : 0.000 in. < 0.40 in. OK
uni D+ L: 0.279 in. < 0.53 in. OK
uni W Up : 0.341 in. < 0.40 in. OK
Roof 2 uni W Down : 0.144 in. < 0.40 in. OK
Roof 2 uni S : 0.000 in. < 0.40 in. OK
Roof 3 uniD+ L: 0.075 in. < 0.53 in. OK
Roof 3 unin W Up : 0.088 in. < 0.40 in. OK
Roof 3 uni W Down : 0.037 in. < 0.40 in. OK
Roof 3 uni S : 0.000 in. < 0.40 in. OK
Seismic Check:
2125 E Katella Ave#220,Anaheim,CA 92806 1714.787.3850
Date :5/18/2021
Job Code:TERESA COTTO
SUN povvE RT'A 8of8
Stucco 10.0 psf
2x4 Studs @ 16" 2.0 psf
Gypsum 3.0 psf
Misc. (Insulation,etc.) 2.0 psf
Total Wall DL= 17 psf
Total Wall Area = 2848 ftA2
Total Wall W= 48416 lbs Existing Weight
Total Roof DL= 7 psf
Total Roof Area = 6696 ftA2
Total Roof W= 44204 lbs Existing Weight
PV Panel W= 46 lbs
Number of Panels= 22
Total PV W= 1001 lbs Additional Weight
%increase=(Wexisting+Wadditional)/Wexisting = 1.08% OK
The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no
further seismic analysis is required.
Limits of Scope of Work and Liability
The calculations produced for this dwelling's assessment are only for the proposed solar panel installation
referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards
and procedures.
2125 E Katella Ave#220,Anaheim,CA 92806 1714.787.3850