B23-0714 - 27121 GLENARIFF LNCITY OF SAN JUAN CAPISTRANO
BUILDING PERMIT
Permit No. B23-0714
06/14/2023
ISSUED
JOB VALUE
NO UNITS
Permit Number
ISSUED BY
SITE APN
SITE LOT NO
SITE TRACT
SITE SUBDIVISION
PERMIT TYPE.
OCCUPANCY TYPE
BUILDING SF
NO STORIES
LL1
675-271-19
A
$ 40,875
SOLAR PANEL INSTALLA
0
2
0
JOB ADDRESS: 27121 GLENARIFF LN
CHUNG, BYUNGOWNER NAME
27121 GLENARIFF LNMAILING ADDRESS
CITY,STATE,ZIP
CONTRACTOR NAME
ST. LIC EXPIRE
ADDRESS
CITY, ST, ZIP
TENANT NAME
PHONE #
MAILING ADDR
CITY, ST, ZIP
I have carefully examined the completed permit application and do hereby certify under penalty of
perjury that all information hereon including the declarations are true and correct and I further
certify and agree if a permit is issued: to comply with all City, County, and State laws governing
building construction, whether specified herein or not. I also agree to save, indemnify and keep
harmless the City of San Juan Capistrano against all liabilities, judgments, costs and expenses
which may in any way accrue against said City in consequence of the granting of this permit.
Applicant's signature
Owner/Contractor
Print Name
ALTAIR SOLAR INC
12 MAUCHLY BUILDING B
03/31/2025
AMOUNT
MECHANICAL PERMIT AMOUNT
Expiration:: Every permit issued shall become invalid unless the work on the site authorized by
such permit is commenced within 12 months after its issuance, or if the work authorized on the
site by such permit is suspended or abandoned for a period of 180 days after the time the work
commenced.
An OSHA permit is required for excavations over 5’0” deep and demolition or construction of
structures over 3 stories in height.
_____Contractor:I hereby affirm that I am licensed under provisions of Chapter 9 of Division 3 of the Business and Professions Code, and my license is in full force and effect.
_____Owner/Builder:I, as owner of the property, or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale. (Sec.7044, Business and Professions
Code: the Contractor’s License Laws does not apply to and owner of property who builds or improves thereon, who does such work himself or through his employees, provided that such improvements are not
intended or offered for sale. If however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale)
______Owner/Builder:I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not
apply to an owner of property who builds or improves thereon and who contracts for such projects with a contractor’s) license pursuant to the Contractor’s License Law.
_______ Workers Compensation-I hereby affirm under penalty of perjury one of the following declarations:I have and will maintain workers’ compensation insurance, as required by Section 3700 of the
Labor Code, for the performance of the work for which this permit is issued. My workers’ compensation insurance carrier and policy number are: Carrier__BERKLEY NATIONAL INSURANCE
COMPANY Policy#BNUWC0156593 (This section needs to be completed if the permit is for one hundred dollars($100) or less)
AMOUNTELECTRICAL PERMIT
DESCRIPTION
_______Exemption:I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers’ 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 forthwith comply with those provisions.
WARNING:FAILURE TO SECURE WORKERS’COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TI CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED
THOUSDAND DOLLARS($100,000) IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.
B23-0714
SERVICES: < 600V & > 200 - 1000 AMPS 68.82
ELECTRICAL ISSUANCE FEE 27.24
Total Electrical 96.06
Total Plumbing
Total Mechanical
Total Mobile Home
1001983
,
IRVINE, CA 92618
SAN JUAN CAPISTRANO, CA 92675
(949) 502-8565
PHONE
PHONE
Date _________________ Applicant _______________________________________
MOBILE HOME PERMIT AMOUNT
25 ROOF MOUNTED PANELS. 8.13 kW AC. DERATE 225a to 200a
PLUMBING PERMIT
Tyler Hunter
TH
TH
FINAL
05/13/24
Date:
Permit No.
Applicant:
Phone/E-Mail
Job Location:
CITY OF SAN JUAN CAPISTRANO
BUILDING PERMIT FEES
Account # Type Cost
01-44221 Building Permit
01-44223 Mechanical
01-44224 Plumbing
01-44225 Electrical
01-44221 Mobile Home Permit
01-44222 Grading Permit Fee
01-44231 Grading Plan Check
01-44222 On-Site Residential Permit
01-44231 On-Site Residential Plan Check
Subtotal
01-44230 Bond Processing
01-44230 Building Plan Check
01-44230 Additional Plan Check
01-44230 Digital Record Fee ($1.00 per sheet)
01-44221 C & D Administrative Fee
01-44221 Special Inspection-Reinspection
01-44222 On-Site Commercial/Tract Permit Fee
01-44231 On-Site Commercial/Tract Plan Check Fee
01-44214 Geotechnical Soils Plan Review
10-44320 Ordinance 211
10-42510 Ordinance 364
01-45354 Copies @ .20 Each
90-23331 SMIP Fee
33-44370 H.O.P.E. Fee (Housing in Lieu)
Other Fees
TCA Fees Date Received
HOA Approval Date Received
School Fees Date Received
Engineering Fees Date Received
Water Division Fees Date Received
01-44221
01-44221
01-44240
90-23000
90-23000
TOTAL FEES PAYABLE TO CITY OF SAN JUAN CAPISTRANO
Receipt # _________ Date: ______________ Cashier: _____________________________
Refundable Bond/Deposit Posted by ______Owner_____Contractor ________Type
Title 24 Energy Provision (20% Permit Subtotal & Bldg Plan Check))
Title 24 ADA Fee (10% Permit Subtotal & Bldg Plan Check)
Refundable Bond/Deposit Posted by ______Owner_____Contractor ________Type
NPDES Permit Fee (10% Permit Subtotal)
$0.00
$ 96.06
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$9.61
$ 38.76
6/14/2023
$ 144.43
$0.00
$ 96.06
6/14/2023
B23-0714
ALTAIR SOLAR INC
27121 GLENARIFF LN
(949) 605-3364
$0.00
-
Name
Address
City/State/Zip
TENANT NAME
Phone ( )
ACCESSORY DWELLING UNIT
QTY QTY QTY QTY
Light Fixtures/Fans
FAU < 100k BTU's
Fixtures/Hose Bibs
New/Setup
Outlets/Switches FAU > 100k BTU's
Water Heater
Carport
Meters/Main Panels
AC/Comp BTU=
Water Piping
Gas Systems
Awning
Signs
Exhaust Fans
Temp Power
Motors > than 1 HP
Motors < than 1 HP
Duct/Register/Grill
Pool/Spa
Pool/Spa
Extend Plumbing
APPLICANT SIGNATURE DATE
Porch
ISSUANCE
ELECTRICAL PLUMBINGMECHANICAL
ISSUANCEISSUANCE
Fireplace
ISSUANCE
Fire Sprinkler Heads
Miscellaneous
PROPERTY OWNER
Appliance Vent
CONSTRUCTION TYPE NO. OF STORIES
MOBILE HOME
PROJECT ADDRESS UNIT #:
Extend Electrical
Cabana
OCCUPANCY GROUP(S)
SPRINKLERS
PERMIT NUMBER
JOB VALUATION
Pool/Spa
Vent/Exhaust Hood
Miscellaneous
Grease Interceptor
Earthquake Bracing
Electrical Wiring
Gas Piping
Sewage Disposal
Water Piping
City of San Juan Capistrano
DeDevelopment Services Department
32400 Paseo Adelanto
SaSan Juan Capistrano, CA 92675
Phone: (949) 443-6347
Email: building@sanjuancapistrano.org
www.sanjuancapistrano.org/building
Building Sewer
ATTACHED DETACHED
NEW
CONSTRUCTION
CONVERSION OF
EXISTING STRUCTURE
JADU 1.
2.
OCCUPANCY CURRENT OCCUPANCY PROPOSED
INT. ALT.
ADDITION
PATIO
POOL/SPA
DEMOLITION
EXISTING BUILDING ____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT.
NEW BUILDING
____SQ.FT.____SQ.FT.____SQ.FT.____SQ.FT.
________________
OCC. GROUP
DESCRIPTION OF WORK
COMBINING OR SUBDIVIDING SUITES?
CHANGE OF OCCUPANCY USE?
YES NO
YES NO
YES NO
APPLICANT
CONTACT NAME
CONTACT PHONE ( )
EMAIL ADDRESS
$
PRINT NAME
As the applicant for this project, I am aware of the potential liabilities with undertaking construction within any private easement or use restriction area that may exist on this property. I acknowledge that I have or will review the Title Report for this property to ensure that this project does not impact any private easements or use restriction areas. By signing below, I CERTIFY THE ABOVE INFORMATION TO BE TRUE AND CORRECT.
CONTRACTOR State License #:
Name
Address
City/State/Zip
BUILDING PERMIT APPLICATION
LL 01/24/22
B23 0714
25 PANELS w/ 8.13kW AC &
225A MPU
1
GENERAL REQUIREMENTS
1.System size is 10 kW AC CEC rating or less Y N
2.Solar array is roof mounted on a one or two family dwelling Y N
3.Solar panels/module arrays will not exceed the maximum legal building height Y N
4.Solar system is utility interactive and without battery storage Y N
5.Permit application is completed and attached Y N
ELECTRICAL REQUIREMENTS
1.No more than four (4) photovoltaic module strings are connected to each Maximum Power
Point Tracking (MPPT) input where source circuit fusing is included in the inverter Y N
a.No more than two (2) strings per MPPT input where source circuit fusing is not included Y N
b.Fuses (if needed) are rated to the series fuse rating of the PV module Y N
c.No more than one (1) non-inverter-integrated DC combiner is utilized per inverter Y N
2.For central inverter systems – No more than two (2) inverters are utilized Y N
3.The PV system is interconnected to a single-phase AC service panel of nominal 120/220 Vac with
a bus bar rating of 225A or less Y N
4.The PV system is connected to the load side of the utility distribution equipment**Y N
5.A Solar PV Standard Plan and supporting documentation is completed and attached Y N
STRUCTURAL REQUIREMENTS
1.A completed Structural Criteria and supporting documentation is attached and stamped by a
licensed design professional Y N
RESIDENTIAL PHOTOVOLTAIC
ELIGIBILITY CHECKLIST
Solar Photovoltaic (PV) Checklist for
Detached One- or Two- Family Dwellings
Instructions: The licensed contractor of record shall fill in the address of the project, contractor’s licensing
information and answer each statement with Y or N. Complete and sign the certification section.
** If any items are checked NO, plan check shall be required **
Project Address: ___________________________________________________
Contractor Company Name: ____________________________________________________
Contractor State License Number: ____________________________________________________
City of SJC Business License Number: _________________________________
City of San Juan Capistrano
DeDevelopment Services Department
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Phone: (949) 443-6347
Email: building@sanjuancapistrano.org
www.sanjuancapistrano.org/building
FIRE SAFETY REQUIREMENTS
1.Clear access pathways provided per OCFA guidelines Y N
2.Fire classification solar system is provided (Class A)Y N
3.All required markings and labels are provided Y N
4.Diagram of the roof layout of all panels, modules, clear access pathways and approximate
locations of electrical disconnecting means and roof access points is completed and attached Y N
CITY SPECIFIC REQUIREMENTS
Y N
Y N
Y N
Y N
Y N
Y N
Y N
1.Permit Application (Completed & Attached)
2.Signed contract with the homeowner is provided with submittal
3.A load calculation is provided for all sub-panel installations and/or downsized main breakers
4.A load calculation AND panel schedule is provided for all Center Fed Main Panels
5.An SDG&E Work Order is provided for all Main Panel upgrades
6.A load calculation AND panel schedule is provided for all Main Panel upgrades
7.Manufacturers Specifications are provided for ALL electrical components that will be installed
**Renewable Meter Adapter (RMA) installations must be approved by SDG&E and have a separate GEC. Any and all grounding work not performed by SDG&E, including but not limited to the RMA disconnect, will be performed by the Solar Contractor.
I certify under penalty of perjury under the laws of the State of California that the above is true and correct. I
understand that all approvals are subject to field inspection. Field corrections may require a formal revision
submitted for plan review. A re-inspection fee may be assessed when work is not ready, inspection card and/or
approved plans are not available, no access has been provided or there is any deviation from the approved plans.:
Print Name: ____________________________________________ Date: ___________________
Signature: __________________________________________________________________________________
Phone Number: ___________________________________
Email Address: ______________________________________________________________________________
Additional Address Info:
PROCEDURE FOR INSTALLATION
1. PHONE DIG ALERT "811" AT LEAST TWO DAYS PRIOR TO TRENCHING FOR LOCATION OF UNDERGROUND UTILITIES.
2. Phone Service Coordinator at 949-361-8066 for the following:
- 3 Working days prior to trenching to arrange pre-meet with inspector and initiate trenching process.
- After excavation of trench, installation of conduit and service entrance equipment at meter location, CALL FOR INSPECTION. Do
not cover conduit without inspector's written approval to backfill.
- When trench is backfilled and compacted, CALL FOR INSPECTION.
- If service entrance equipment is installed after backfill, CALL FOR INSPECTION OF THE EQUIPMENT.
3. Meter cannot be set until inspector has approved installation, including service equipment, and receipt of city/county/state inspection
Metering: Self-Contained Meter Clips: 4
Utilities Maximum Contribution to Fault Current: 10000Phase: 1# of Wires: 3
Voltage: 120/240
Bend Info: Bend Type:
Riser Quad: Stop Trench: from PoleLadder Arms:
Standards Page: Handhole Lid Shall Read:
Structure #: SH733058Station ID #: 795-300
Temp Service Charge due on First Bill $ 0.00
Assessor's Parcel Number: Additional Information:
To minimize the electrical outage, you are advised to schedule a morning disconnect with an afternoon reconnect. There is no charge
for this service. Before you change out your meter consider (1) SDG&E needs 10 working days advance notice to schedule a crew and
(2) SDG&E will not reconnect the service without municipal approval on the new panel. Please contact the City of San Juan Capistrano
regarding permits and inspections. City inspection should be received prior to 2:00 p.m. on the same day as the
disconnection of service to allow the SDG&E crew enough time for reconnection of the service on the same day.
Number/Size of Main Switch: 1/225Service Panel Rating: 225
Conduit Size: Conduit Installed By:
Customer Phone #: 949-526-3761Customer POC: Karim Elabd
Wanted Date: O/I
Job #: 530000305487
ELECTRIC UNDERGROUND METER & SERVICE LOCATION
Customer Copy
Project Title: CHUNG, BYUNG (OC SOT) SOLAR UG RWR NT
Notification #: 300000549207
Project Address: 27121 GLENARIFF LN
Customer Type: Residential(1-2 Units)
Date Prepared: 01/10/2023
Project City: SAN JUAN CAPISTRANO
SDGE Contact: Service Coordinator Contact Info: SERVICE DESK,949-361-8066
Service Type: UG REWIRE (NO TRENCHING)
TB: 0972-D5
SERVICE ATTACHMENT POINT AND/OR METER LOCATION:
Install 225AMP panel at existing location over existing conduit and service conductors. NOTE: "The New Panel must be installed
at a height so existing conductors will reach new landing position - No Splicing Allowed - IF NOT installed properly, customer
responsible for trench + 3" pvc conduit from the source to the panel before service will be energized."
CALL 949 361-8066 for the "Disconnect". SDG&E Crew will "Reconnect" - "On City Inspection". Customer
to provide/maintain 24hr unrestricted access to panel at all times and before scheduling crew. (Sketch not required for this Job)
TO AVOID ADDITIONAL DELAYS & FOR YOUR SAFETY "DO NOT WORK ENERGIZED"
SDG&E Application Required-Call: 1-800-411-7343
Municipal Inspection required By: CITY OF SAN JUAN CAPISTRANO
Bend Installed By:
Handhole Installed By:
Traffic Control Permit Required
Excavation/Encroachment Permits Required By:
Joint Trench With:
Right of Way Required
Meter height -- 4'0'' min. (3'0" min. for multiple installation) -- 6'3" max. From finish grade to centerline of meter base. Meters are required to
be readily accessible 24 hours per day. Meters must be located in a safe area free of any potentially hazardous or dangerous condition.
Provide 3-ft. x 3-ft. clear and level working space in front of meter. Where meter room is proposed, contact the planner at the nearest SDG&E
office. Meter bases and meter service disconnects must be located at or immediately adjacent to each other and be identified with address
and unit number.
If SDG&E encounters hazardous or toxic material while performing construction of your project, SDG&E will halt work immediately and it will
be your responsibility to remove and or clean up all hazardous or toxic material prior to SDG&E continuing construction. SDG&E shall have no
liability or obligation whatsoever to cleanup, remove or remediate any hazardous or toxic materials discovered during the course of
construction unless it is through negligence of SDG&E.
Customer-owned facilities to receive gas service are subject to all applicable local and state of California inspection authority requirements.
Building address and/or houseline must be permanently identified prior to meter set. Per Rule 16.A.1.a. In compliance with Section 783 of
the Public Utilities Code, SDG&E will apply only those construction and design specifications, standards, terms, and conditions that are
applicable to a new extension of service project for the 18 months following the date the application for a new extension of service project is
approved. Keep this notice with your building permit.
Planned By: Edward Salsido Phone#: 9493618081
STRUCTURAL CERTIFICATION REPORT
Roof-mounted Solar Panels
May 05, 2023
To: Altair Solar Re: Byung Chung
12 Mauchly, Ste B 27121 Glenariff Ln
Irvine, CA 92618 San Juan Capistrano, CA 92675
Altair Solar proposes to install new roof-mounted solar panels at this residence and asked Right Angle Engineering to
review the existing structure for suitability. This letter summarizes the methods that were used to survey, evaluate, and
certify the existing roof framing and the attachment of the new solar panels to it.
STRUCTURAL DESIGN
Building Code: California Residential Code 2022
Design Standards: ASCE 7-16
Snow:Ground: pg= 0.0 psf | Flat Roof: pf= 0.0 psf | Sloped Roof: ps= 0.0 psf
Wind:Ultimate Wind Speed = 110.0 mph | Exposure = C
Seismic:Risk Category = 2 | Seismic Design Category = D2 | Site Class = D
STRUCTURE
Field Technicians from Altair Solar visited the site and observed the existing structure :
Array Name Panel Quantity Roof Framing Material Pitch
Array 1 11 Pre-Manufactured Truss | 16"
o.c.Asphalt Shingles 30°
Array 2 3 Pre-Manufactured Truss | 16"
o.c.Asphalt Shingles 30°
Array 3 4 Pre-Manufactured Truss | 16"
o.c.Asphalt Shingles 30°
Array 4 7 Pre-Manufactured Truss | 16"
o.c.Asphalt Shingles 30°
ANCHORAGE
The solar panel anchorage shall be installed according to the manufacturer's most current installation manual.
Anchorage shall be staggered to distribute the load evenly to adjacent roof members. The solar panels should be
mounted flush to the roof surface.
Array Name Connection Type Fastener Max Anchorage Spacing
Array 1 FlashFoot2
5/16 x 4.75" (2.5"
embedment) into roof
substructure
72"
Array 2 FlashFoot2
5/16 x 4.75" (2.5"
embedment) into roof
substructure
72"
Array 3 FlashFoot2
5/16 x 4.75" (2.5"
embedment) into roof
substructure
72"
Array 4 FlashFoot2
5/16 x 4.75" (2.5"
embedment) into roof
substructure
72"
Installation Instructions
Solar panels and the equipment shall be installed per the manufacturer's installation specifications. Improper installation
will void this certification. Deviations from the approved structural plans (including equipment substitutions) are not
allowed without written approval from Right Angle Engineering. Prior to installation, the installer should:
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 1 of 7
CAMILO
B23-0714
6.8.23
•Confirm that the existing structure matches the information provided in the structural survey, the approved
installation plans and this certification.
•Identify discrepancies between this certification and the approved installation plans. If found, then this
certification shall govern.
•Identify structural elements that are dangerous (cracked, broken, excessive sag, signs of overstress, rot,decay,
fire, water). If found, installation shall cease until those elements are adequately abated and made to comply with
the referenced building code.
•Verify that both the existing structure and the solar addition has been permitted through the AHJ.
STRUCTURAL CERTIFICATION
I certify the addition of solar panels on the roof of this structure does not cause the structure to become unsafe or make
it generally less compliant with the life-safety requirements of the referenced building code. Based on the evaluation
methods described below, for the loads that exist at this site, the existing framing will safely support the new solar
panels if they are installed and attached correctly. Electrical design is not included in this certification.
Array Name Certification Method Retrofits
Array 1 Prescriptive method California Existing Building code 502A.4 None required
Array 2 Prescriptive method California Existing Building code 502A.4 None required
Array 3 Prescriptive method California Existing Building code 502A.4 None required
Array 4 Prescriptive method California Existing Building code 502A.4 None required
Regards,
05/05/2023
Robert D. Smythe, P.E.
Right Angle Engineering
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 2 of 7
Job Details
Roof Snow Load - ASCE 7-16 Design Criteria
Ground Snow Load (pg)
Section 7.2 0.0 psf Design Wind Speed 110.0mph
Exposure Factor (Ce)
Table 7.3-1 0.9 Exposure Category C
Thermal Factor (Ct)
Table 7.3-2 1.1 Risk Category 2
Importance Factor (Is)
Table 1.5-2 1 Highest Roof Height 20 ft
Flat Roof Snow Load (pƒ)
Equation 7.3-1 0.0 psf Roof Type Gable Roof
Slippery Surface Slope Factor
(Cs)
Figure 7.4-1
0.67 Building Type Enclosed
Non-Slippery Surface Slope
Factor (Cs)
Figure 7.4-1
1
Roof Live Load
Roof Snow Load
Equation 7.4-1 0.0 psf Existing Roof Live Load
ASCE 7-16 Table 4.3-1 20 psf
Reduced Snow Load (Slippery
Surface)
Equation 7.4-1
0.0 psf
1Roof Dead Load
Asphalt Shingles 2.0 psf No Drywall 0.0 psf
5/8" Plywood Sheathing 2.0 psf Solar Panel Array 2.89 psf
Roof Framing 6 psf Dead Load Without Panels 11.2 psf
Insulation 1.2 psf
1Roof Dead Load is taken from the worst case scenario dead load from all arrays of the job in order to provide a more
conservative evaluation.
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 3 of 7
Array 1
Array Details Beam Stresses
Roof Pitch 30°Beam Span 35.0'Panel
Orientation Landscape
Panel Quantity 11 Spacing 16.0"# of Panels on
Rafter 3
Panel Area 193.41 ft²Roof Framing
Type
Pre-Manufac
tured Truss
Panel Distance
From Eave 0.0"
Wind Calculations - ASCE 7-16
GCp Zone 1 or 2e or 2r
Figure 30.3-(2A-5B)-1.8
Kz
Table 26.10-1 0.9
Kht
Equation 26.8-1 1
Kd
Table 26.6-1 0.85
Ke
Table 26.9-1 0.98
Wind Speed (Vult)
Local Design Criteria 110.0 mph
Velocity Pressure
Equation 26.10-1 23.36 psf
Design Pressure
Equation 29.4-7 gE=1.5 ga=0.41 -26.16 psf
Roof Attachments: FlashFoot2 5/16 x 4.75"
Shear Capacity
NDS 2015 Table 12K 304.0 lbs
Pullout Capacity
NDS 2015 Table 12K 665.0 lbs
Lag Screw Embedment 2.5"
Pullout Tributary Area 46.9 ft²
Shear Tributary Area 210.5 ft²
Max Connection Spacing 72"
Prescriptive Method: California Existing Building Code 502A.4
Total load on member without solar 18220.8 lbs
Total load on member with solar 15551.44 lbs
Total load increase on member 0.85%
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 4 of 7
Array 2
Array Details Beam Stresses
Roof Pitch 30°Beam Span 14.0'Panel
Orientation Landscape
Panel Quantity 3 Spacing 16.0"# of Panels on
Rafter 2
Panel Area 52.75 ft²Roof Framing
Type
Pre-Manufac
tured Truss
Panel Distance
From Eave 36.0"
Wind Calculations - ASCE 7-16
GCp Zone 1 or 2e or 2r
Figure 30.3-(2A-5B)-1.8
Kz
Table 26.10-1 0.9
Kht
Equation 26.8-1 1
Kd
Table 26.6-1 0.85
Ke
Table 26.9-1 0.98
Wind Speed (Vult)
Local Design Criteria 110.0 mph
Velocity Pressure
Equation 26.10-1 23.36 psf
Design Pressure
Equation 29.4-7 gE=1.5 ga=0.73 -45.87 psf
Roof Attachments: FlashFoot2 5/16 x 4.75"
Shear Capacity
NDS 2015 Table 12K 304.0 lbs
Pullout Capacity
NDS 2015 Table 12K 665.0 lbs
Lag Screw Embedment 2.5"
Pullout Tributary Area 25.6 ft²
Shear Tributary Area 210.5 ft²
Max Connection Spacing 72"
Prescriptive Method: California Existing Building Code 502A.4
Total load on member without solar 7737.6 lbs
Total load on member with solar 5958.03 lbs
Total load increase on member 0.77%
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 5 of 7
Array 3
Array Details Beam Stresses
Roof Pitch 30°Beam Span 20.0'Panel
Orientation Landscape
Panel Quantity 4 Spacing 16.0"# of Panels on
Rafter 2
Panel Area 70.33 ft²Roof Framing
Type
Pre-Manufac
tured Truss
Panel Distance
From Eave 12.0"
Wind Calculations - ASCE 7-16
GCp Zone 1 or 2e or 2r
Figure 30.3-(2A-5B)-1.8
Kz
Table 26.10-1 0.9
Kht
Equation 26.8-1 1
Kd
Table 26.6-1 0.85
Ke
Table 26.9-1 0.98
Wind Speed (Vult)
Local Design Criteria 110.0 mph
Velocity Pressure
Equation 26.10-1 23.36 psf
Design Pressure
Equation 29.4-7 gE=1.5 ga=0.69 -43.41 psf
Roof Attachments: FlashFoot2 5/16 x 4.75"
Shear Capacity
NDS 2015 Table 12K 304.0 lbs
Pullout Capacity
NDS 2015 Table 12K 665.0 lbs
Lag Screw Embedment 2.5"
Pullout Tributary Area 27.1 ft²
Shear Tributary Area 210.5 ft²
Max Connection Spacing 72"
Prescriptive Method: California Existing Building Code 502A.4
Total load on member without solar 10732.8 lbs
Total load on member with solar 8953.23 lbs
Total load increase on member 0.83%
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 6 of 7
Array 4
Array Details Beam Stresses
Roof Pitch 30°Beam Span 35.0'Panel
Orientation Portrait
Panel Quantity 7 Spacing 16.0"# of Panels on
Rafter 2
Panel Area 123.08 ft²Roof Framing
Type
Pre-Manufac
tured Truss
Panel Distance
From Eave 6.0"
Wind Calculations - ASCE 7-16
GCp Zone 1 or 2e or 2r
Figure 30.3-(2A-5B)-1.8
Kz
Table 26.10-1 0.9
Kht
Equation 26.8-1 1
Kd
Table 26.6-1 0.85
Ke
Table 26.9-1 0.98
Wind Speed (Vult)
Local Design Criteria 110.0 mph
Velocity Pressure
Equation 26.10-1 23.36 psf
Design Pressure
Equation 29.4-7 gE=1.5 ga=0.57 -36.01 psf
Roof Attachments: FlashFoot2 5/16 x 4.75"
Shear Capacity
NDS 2015 Table 12K 304.0 lbs
Pullout Capacity
NDS 2015 Table 12K 665.0 lbs
Lag Screw Embedment 2.5"
Pullout Tributary Area 33.1 ft²
Shear Tributary Area 210.5 ft²
Max Connection Spacing 72"
Prescriptive Method: California Existing Building Code 502A.4
Total load on member without solar 18220.8 lbs
Total load on member with solar 15258.5 lbs
Total load increase on member 0.84%
581 E Technology Ave, C1500 | Orem, UT 84097 | 925-787-3067 | www.rightangleeng.com | Page 7 of 7