HomeMy WebLinkAboutPV2019-146 - Permit ApplicationPrint Form Worksheet for Combo Building & Solar Permit A a Ion
F Comm'I Fx— r ial Reside��' ° 1 C9 City of Newport Beach -Building Division /
NOTE: PLAN CHECK FEES DUE AT TIME OF SUBMITT L
rBuilding r— Grading
rDrainage FElec rMech rPlum Cu Yd cuts Cu Yd rills
Project Address (Not mailing address) F_ Flood r Fire F_ Liq r Landslide F_N/A Floor Suite No
23 Nerval
Description of Work
I
Use Const Type Solar
11.34 kW Roof Mounted Solar, 36 Modules, I Inverter, 27kWh Energy Storage System (Battery)
# Stories # Units (if Res)s
(2) 200A Load Centers
o
Valuation $
Material/Labor 350
New/Add SFs
Remodel SFF — Garage/New/Add F
OWNER'S NAME
Last Jung First Dawson
Owner's Address
Owner's E-mail Address.
23 Nerval
dawson.jung@gmail.com
City Newport Beach
State CAZip 92657 Telephone F9497919251
APPLICANT'S NAME
Last Wood First Jordan
Applicant's Address
Applicant's E-mail Address
2102 Alton Pkwy, Suite B
Jorwood@tesla.com
City Irvine
State CA Zip 92606 Telephone 323-219-7940
ARCHITECT/DESIGNER'S NAME
Last First F—, Lic. No. F_
Architect/Designer's Address
Architect/Designer's E-mail Address
City
I State F Zip F_ Telephoned
ENGINEER'S NAME
Last First —j Lic. NoF
Engineer's Address
Engineer's E-mail Address
City
State F_ Zip F______` Telephoned
CONTRACTOR'S NAME/COMPANY
Tesla Lic. No. 888104 Class Flo
Contractor's Address
Contractor's E-mail Address
2102 Alton Pkwy, Suite B
y
iJorwood@tesia.com
la.com -1 ,44
City Irvine
State CA Zip 92606 Telephone 323-219-7940
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SETBACKS REAR
SETBACKS FRONT PERMIT N0.
SETBACKS LEFT
SETBACKS RIGHT PLAN CHECK NO. Or N
USE ZONE
DEVELOPMENT NO PLAN CHECK FEES $
October 21, 2019
RE:
Project/Job # JB -92616272-00
Project Address:
AHJ
SC Office
Design Criteria:
CERTIFICATION LETTER
Jung Residence
23 Nerval
Newport Beach, CA 92657
Newport Beach
Irvine
' Version #79.3 -1
-Applicable Codes = Structure: 2016 CEBC; PV: 2016 CBC/CRC, ASCE 7-10, and 2015 NDS
- Risk Category = II
- Wind Speed = 110 mph, Exposure Category C, Partially/Fully Enclosed Method
- Ground/Roof Snow Load = 0 psf
- MP1: Roof DL = 14 psf, Roof LL = 16 psf
- MP2: Roof DL = 14 psf, Roof LL = 16 psf
- MP3: Roof DL = 14 psf, Roof LL = 20 psf
- MP4: Roof DL = 14 psf, Roof LL = 20 psf
NAS
0I91tally signed by Yong Heng
Yong Heng Zhu Date: 2019.142211: 47: 27 97'09
Per Section 1613.1, W -(PV)/ W -(exist roof) = 3.9%, Increase Seismic Shear Load < 10%, -> [OK]
To Whom It May Concern,
A structural evaluation of loading was conducted for the above address based on the design criteria listed above.
Based on this evaluation, I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive
compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above.
Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the
manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading.
The PV assembly hardware specifications are contained in the plans/docs submitted for approval.
Installer shall verify existing roof framing is in suitable condition and does not exhibit any signs of structural damage which may diminish the
capacity of its members or connections prior to commencement of PV installation. This inspection is required because the home was not
entered and the attic structure was not reviewed prior to the structural evaluation performed for this report.
Tesla, Inc.
T = 5 L n
Version #79.3 -1
NAS
Landscape
Hardware
X -X Spacing
I Hardware - Landscape Mod les'Standoff Specifications
X.X Cantilever Y -Y Spacing..Y-Y Cantilever Configuration
Uplift DCR
MI'l
72"
24"
39"
20"
Not -Staggered
47.1%
MP2
72"
24"
39"
20"
Not -Staggered
47.1%
MP3
72"
24"
52"
24"
Not -Staggered
56.3%
MP4
72"
24"
52"
24"
Not -Staggered
56.3%
,Portrait
Hardware
X -X Spacing
Hardware - Portrait Modules'Standoff Specifications
X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration
Uplift DCR
MPI
48"
20"
52"
24"
Not -Staggered
41.9%
MP2
48"
20"
52"
24"
Not -Staggered
41.9%
MP3
48"
20"
52"
24"
Not -Staggered
37.5%
MP4
48"
20"
52"
24"
Not -Staggered
37.5%
Mounting Plane
Roof Pitch
(Degrees)
Qualification'Results
Member Evaluation Results
MPI
34'
Member Impact Check OK
MP2
34'
Member Impact Check OK
MP3
18'
Member Impact Check OK
MP4
18'
Member Impact Check OK
Tesla, Inc.
T S S L Fn