HomeMy WebLinkAbout810 N English St & Unit #2 - PlanPREPARED:
ANH PHAN
Bldg #101120531-32
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
810 N English St & Unit
#25/7/2025
810 N English St & Unit
#25/7/2025
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
810 N English St & Unit
#25/7/2025
810 N English St & Unit
#25/7/2025
810 N English St & Unit
#25/7/2025
N1
CAL GREEN
REQUIREMENTS
Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
1/30/25
SCOTT THANH HUYNH
& KIM DONG THI LE
810 N ENGLISH ST,
SANTA ANA, CA 92703
714 - 548 - 2953
23139
DATE REVISIONSNO:
REVISIONS
AP DESIGN
CONSULTING, INC
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9636 GARDEN GROVE BLVD, #7,
GARDEN GROVE, CA 92844
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
1/30/25
SCOTT THANH HUYNH
& KIM DONG THI LE
810 N ENGLISH ST,
SANTA ANA, CA 92703
714 - 548 - 2953
23139
DATE REVISIONSNO:
REVISIONS
AP DESIGN
CONSULTING, INC
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9636 GARDEN GROVE BLVD, #7,
GARDEN GROVE, CA 92844
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
T24.1
TITLE 24
- MAIN HOUSE
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
1/30/25
SCOTT THANH HUYNH
& KIM DONG THI LE
810 N ENGLISH ST,
SANTA ANA, CA 92703
714 - 548 - 2953
23139
DATE REVISIONSNO:
REVISIONS
AP DESIGN
CONSULTING, INC
Pr
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9636 GARDEN GROVE BLVD, #7,
GARDEN GROVE, CA 92844
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
T24.2
TITLE 24
- ADU
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
Job #
Sheet No.:
Scale
Date
OWNER:
SEAL:
SHEET DESCRIPTION :
1/30/25
SCOTT THANH HUYNH
& KIM DONG THI LE
810 N ENGLISH ST,
SANTA ANA, CA 92703
714 - 548 - 2953
23139
DATE REVISIONSNO:
REVISIONS
AP DESIGN
CONSULTING, INC
Pr
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9636 GARDEN GROVE BLVD, #7,
GARDEN GROVE, CA 92844
TEL: 714 - 487 - 7926
APDESIGNCA@GMAIL.COM
T24.3
TITLE 24
CONT.
PREPARED:
ANH PHAN
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 1 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
GENERAL INFORMATION
01 Project Name Residential Building
02 Run Title Title 24 Analysis
03 Project Location 810 English St,
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 5
14 Addition Cond. Floor Area (ft2)56 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1286 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)1342 19 Glazing Percentage (%)12.82%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 Building does not require field testing or HERS verification
03 This building incorporates one or more Special Features shown below
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 2 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 19.15 0 18.23 0 0.92
Space Cooling 0 103.37 0 101.15 0 2.22
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 45.02 0 45.02 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 167.54 0 164.4 0 3.14
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 7.32 0 7.32
Appl. & Cooking 0 31.95 0 31.96
Plug Loads 0 55.69 0 55.69
Outdoor Lighting 0 1.69 0 1.69
TOTAL COMPLIANCE 0 264.19 0 261.06
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 3 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 39.36 38.97 0.39 0.99
Net EUI2 39.36 38.97 0.39 0.99
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•New ductwork added is less than 25 ft. in length
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Residential Building 1342 1 5 2 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
EXISTING Conditioned HVAC System1 1286 8 DHW Sys 1 Existing Unchanged
NEW ADDITION Conditioned HVAC System1 56 8 DHW Sys 1 New
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 4 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
EAST WALL
remain EXISTING Default Wall Prior to
197 90 Front 400.67 52 90 none Existing No
WEST WALL
remain EXISTING Default Wall Prior to
197 270 Back 400.67 89.33 90 none Existing No
NORTH WALL
remain EXISTING Default Wall Prior to
197 0 Right 224 15.75 90 none Existing No
SOUTH WALL
remain EXISTING Default Wall Prior to
197 180 Left 224 15 90 none Existing No
WEST WALL NEW ADDITION R-13 Wall 270 Back 38.67 0 90 none New n/a
SOUTH WALL NEW ADDITION R-13 Wall 180 Left 94 20 90 none New n/a
ADDITION>>EXI
STING (EAST)
NEW
ADDITION>>EXIS
TING
Default Wall Prior to
1971 n/a n/a 38.67 0 n/a New No
ADDITION>>EXI
STING (NORTH
NEW
ADDITION>>EXIS
TING
Default Wall Prior to
1971 n/a n/a 94 0 n/a New No
Roof REMAIN EXISTING Default Roof Prior to
197 n/a n/a 1286 n/a n/a Existing No
Roof NEW ADDITION R-30 Roof Attic n/a n/a 56 n/a n/a New n/a
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
(x in 12)
Roof
Reflectance
Roof
Emittance
Radiant
Barrier Cool Roof Status Verified Existing
Condition
Attic EXISTING Attic RoofEXISTING Ventilated 5 0.1 0.85 No No Existing No
Attic NEW ADDITION Attic RoofNEW ADDITION Ventilated 5 0.1 0.85 No No New n/a
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 5 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientatio
n Azimuth Width
(ft)
Heigh
t (ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior
Shading Status
Verified
Existing
Condition
WE4040 Window EAST WALL
remain Front 90 1 16 0.55 NFRC 0.67 NFRC Bug Screen Existing No
WE4040 2 Window EAST WALL
remain Front 90 1 16 0.55 NFRC 0.67 NFRC Bug Screen Existing No
WE6030 Window WEST WALL
remain Back 270 1 18 0.55 NFRC 0.67 NFRC Bug Screen Existing No
WE6030 2 Window WEST WALL
remain Back 270 1 18 0.55 NFRC 0.67 NFRC Bug Screen Existing No
SLDRE8068 Window WEST WALL
remain Back 270 1 53.3
3 0.55 NFRC 0.67 NFRC Bug Screen Existing No
WE3020 Window
NORTH
WALL
remain
Right 0 1 6 0.55 NFRC 0.67 NFRC Bug Screen Existing No
W3020 Window
NORTH
WALL
remain
Right 0 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA
WE2616 Window
NORTH
WALL
remain
Right 0 1 3.75 0.55 NFRC 0.67 NFRC Bug Screen Existing No
W5030 Window
SOUTH
WALL
remain
Left 180 1 15 0.3 NFRC 0.23 NFRC Bug Screen New NA
W5040 Window SOUTH
WALL Left 180 1 20 0.3 NFRC 0.23 NFRC Bug Screen New NA
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 6 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
OPAQUE DOORS
01 02 03 04 05 06
Name Side of Building Area (ft2)U-factor Status Verified Existing Condition
DE3068 EAST WALL remain 20 0.5 Existing No
SLAB FLOORS
01 02 03 04 05 06 07 08 09 10
Name Zone Area (ft2)Perimeter (ft)
Edge Insul.
R-value and
Depth
Edge Insul.
R-value and
Depth
Carpeted Fraction Heated Status Verified Existing
Condition
Slab-on-Grade EXISTING 1286 164 none 0 80%No Existing No
Slab-on-Grade 2 NEW ADDITION 56 33 none 0 80%No New n/a
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
Default Wall Prior to
197 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Exterior Finish: 3 Coat Stucco
R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101
Inside Finish: Gypsum Board
Cavity / Frame: R-13 / 2x4
Exterior Finish: 3 Coat Stucco
Default Wall Prior to
1971 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Other Side Finish: Gypsum Board
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 7 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
Attic RoofEXISTING Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Attic RoofNEW
ADDITION Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Default Roof Prior to
197
Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 16 in. O. C.R-11 None / None 0.083
Over Ceiling Joists: R-1.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
R-30 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x6 @ 16 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-15.7 insul.
Cavity / Frame: R-14.3 / 2x6
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Distribution
Type
Water Heater
Name
Number of
Units
Solar Heating
System
Compact
Distribution
HERS
Verification
Water Heater
Name (#)Status
Verified
Existing
Condition
Existing Water
Heating
System
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater
1 1 n/a None n/a DHW Heater
1 (1)Existing No
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 8 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
Name
Heating
Element
Type
Tank Type # of
Units
Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated
Input Type
Input
Rating or
Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss or
Recovery
Eff
1st Hr.
Rating or
Flow Rate
Tank Location Status
Verified
Existing
Condition
DHW
Heater 1 Gas Small Storage 1 40 EF 0.6 Btu/Hr 75000 0 70 n/a Existing No
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC
System1
Heating and
cooling
system other
Heating
Component
1
1
Cooling
Component
1
1 HVAC Fan 1
Air
Distribution
System 1
n/a Existing No
HVAC - HEATING UNIT TYPES
01 02 03 04 05
Name System Type Number of Units Heating Efficiency Heating Unit Brand
Heating Component 1 Central gas furnace 1 AFUE - 70 n/a
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 9 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08 09
Name System Type Number of Units Efficiency Metric Efficiency
EER/EER2/CEER
Efficiency
SEER/SEER2 Zonally Controlled Mulit-speed
Compressor HERS Verification
Cooling
Component 1 Central split AC 1 EER/SEER 10 11 Not Zonal Single Speed
Cooling
Component
1-hers-cool
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Design Type
Duct Ins.
R-value
Duct
Location Surface Area
Bypass Duct Duct Leakage HERS
Verification Status
Verified
Existing
Condition
Existing
Distribution
system
New Ducts
>= 25 ftSuppl
y
Retur
n
Suppl
y
Retur
n
Suppl
y
Retur
n
Air
Distribution
System 1
Unconditio
ned attic
Non-
Verified R-6 R-6 Atti
c
Atti
c n/a n/a No Bypass
Duct
Existing
(not
specified)
Air
Distribution
System
1-hers-dist
Existing +
New No No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.3 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Not Required 0
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2025-01-30T20:03:29-08:00 (Page 10 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-01-30 20:03:45
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anh Phan
AP DESIGN CONSULTING, INC 01/30/2025
9636 Garden Grove Blvd, Ste #7
Garden Grove, CA 92844 714-487-7926
Anh Phan
AP DESIGN CONSULTING, INC 01/30/2025
9636 Garden Grove Blvd, Ste #7 N/A
Garden Grove, CA 92844 714-487-7926
425-P010032008A-000-000-0000000-0000 01/30/2025 20:04 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
810 N English St & Unit
#25/7/2025
DATE:11/21/2024
STRUCTURAL CALCULATIONS FOR
Project:
NEW DETACHED ADU & ADDITION
ADDRESS:
810 N ENGLISH ST AND
810 N ENGLISH ST, UNIT 2
SANTA ANA, CA 92703
Page 1 of 26
810 N English St & Unit
#25/7/2025
Project:NEW DETACHED ADU & ADDITION
Address: 810 N English St, Unit 2, Santa Ana, CA 92703
DATE: 07/31/24
ROOF:SHINGLE
Slope 5:12
Live Load 20 psf
Roof'g Material 4 psf
Sheathing 1.5 psf
Trusses / Rafters 2.0 psf
Ceiling Joists 2.0 psf
Drywall 1.5 psf
Sprinkler 0.5 psf
Solar 3.0 psf
Miscellaneous 0.5 psf
Total D.L.15 psf
Total Load 35 psf
EXTERIOR WALL:
EXTERIOR:9
DRYWALL:3.0
STUDS:2.0
MISC.:1.0
DL=15.0 PSF
INTERIOR WALL:
DRYWALL:3
DRYWALL:3.0
STUDS:2.0
MISC.:2.0
DL=10.0 PSF
LOADING CONDITIONS
Page 2 of 26
810 N English St & Unit
#25/7/2025
ASCE Hazards Report
Address:
810 English St
Santa Ana, California
92703
Standard:ASCE/SEI 7-16 Latitude:33.751829
Risk Category:II Longitude:-117.896948
Soil Class:D - Default (see
Section 11.4.3)
Elevation:87.2387939005652 ft (NAVD
88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed: Wed Jul 31 2024
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
Page 1 of 3https://ascehazardtool.org/Wed Jul 31 2024
Page 3 of 26
810 N English St & Unit
#25/7/2025
SS : 1.306
S1 : 0.465
F a : 1.2
F v : N/A
SMS : 1.568
SM1 : N/A
SDS : 1.045
SD1 : N/A
T L : 8
PGA : 0.555
PGA M : 0.666
F PGA : 1.2
Ie : 1
C v : 1.361
Seismic
Site Soil Class:
Results:
Data Accessed:
Date Source:
D - Default (see Section 11.4.3)
USGS Seismic Design Maps
Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.
Wed Jul 31 2024
Page 2 of 3https://ascehazardtool.org/Wed Jul 31 2024
Page 4 of 26
810 N English St & Unit
#25/7/2025
The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any
kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or
has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable
sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or
quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,
relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE Hazard Tool.
Page 3 of 3https://ascehazardtool.org/Wed Jul 31 2024
Page 5 of 26
810 N English St & Unit
#25/7/2025
DESIGN AND MATERIAL SPECIFICATIONS (OC)
BUILDING CODE: CBC 2022
Fb F F E
BEAMS 5" OR MORE THICK - NO. 1 1350 675 85 1.6
POSTS 5" OR MORE THICK - NO. 1 1350 675 85 1.6
P.S.L BEAMS ESR - 1387 2900 2025 290 2
DOUGLAS FIR - LARCH - NO. 2 875 575 95 1.6
REINFORCING STEEL:STM A615, GRADE 40
STRUCTURAL STEEL:GRADE A36
FOUNDATIONS: SSUME SOIL PRESSURE IS 1500 PSF
CONCRETE:2500 PSI UNLESS OTHERWISE SPECIFIED
MASONRY:1900 PSI
GROUT : TYPE M
LUMBER: ALL STRUCTURAL MEMBERS SHALL BE DOUGLAS FIR-LARCH UNLESS
Page 6 of 26
810 N English St & Unit
#25/7/2025
Level
Member Name Results (Max UTIL %)Current Solution Comments
R1: 2X6 R.R. @ 16" O.C.Passed (28% M)1 piece(s) 2 x 6 DF No.2 @ 16" OC
C1: 2X6 C.J. @ 16" O.C.Passed (100% ΔT)1 piece(s) 2 x 6 DF No.2 @ 16" OC
BM1: HIP BEAM AT BED #2 Passed (15% M)1 piece(s) 2 x 8 DF No.2
BM2: BEAM AT BED #2 Passed (58% M)1 piece(s) 4 x 10 DF No.2
BM3: BEAM AT LIVING Passed (47% M)1 piece(s) 4 x 10 DF No.2
BM4: HEADER AT LIVING Passed (52% M)1 piece(s) 4 x 6 DF No.2
BM5: BEAM AT (N) KITCHEN
(ADDITION)
Passed (56% M)1 piece(s) 4 x 10 DF No.2
BM6: BEAM AT (N) KITCHEN
(ADDITION)
Passed (70% ΔT)1 piece(s) 4 x 8 DF No.2
BM7: BEAM AT DINING
(ADDITION)
Passed (96% ΔT)1 piece(s) 3 1/2" x 18" 2.2E Parallam® PSL
23139 - 810 English St
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8
File Name: 23139 - 810 English St
Page 1 / 11
Page 7 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)335 @ 8' 5 1/4"2417 (3.50")Passed (14%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)176 @ 7' 10 7/16"1238 Passed (14%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)292 @ 3' 10 15/16"1060 Passed (28%)1.25 1.0 D + 1.0 Lr (Alt Spans)
Live Load Defl. (in)0.080 @ 4' 2 5/8"0.446 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.118 @ 4' 2"0.594 Passed (L/908)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 12' 8 7/8"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 5/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Overhang deflection criteria: LL (2L/240) and TL (2L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Beveled Plate - SPF 3.50"3.50"1.50"59 107 166 Blocking
2 - Beveled Plate - SPF 3.50"3.50"1.50"125 210 335 Blocking
•Maximum allowable bracing intervals based on applied load.
•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 7" o/c
Bottom Edge (Lu)12' 7" o/c
Dead Roof Live
Vertical Load Location (Side)Spacing (0.90)(1.25)Comments
1 - Uniform (PSF)0 to 11' 7"16"11.0 20.0 Default Load
Member Notes
2X6 R.R. @ 16" O.C.
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, R1: 2X6 R.R. @ 16" O.C.
1 piece(s) 2 x 6 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 2 / 11
Page 8 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)182 @ 2 1/2"2231 (3.50")Passed (8%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)166 @ 9"1238 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)741 @ 8' 6 1/2"1060 Passed (70%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.696 @ 8' 6 1/2"0.833 Passed (L/287)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)1.113 @ 8' 6 1/2"1.111 Passed (L/180)--1.0 D + 1.0 Lr (All Spans)
Member Length : 17' 1"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•A 15% increase in the moment capacity has been added to account for repetitive member usage.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"68 114 182 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"68 114 182 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 10" o/c
Bottom Edge (Lu)17' 1" o/c
Dead Roof Live
Vertical Load Location (Side)Spacing (0.90)(1.25)Comments
1 - Uniform (PSF)0 to 17' 1"16"6.0 10.0 Default Load
Member Notes
2X6 C.J. @ 16" O.C. (MAX SPAN = 16'-6")
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, C1: 2X6 C.J. @ 16" O.C.
1 piece(s) 2 x 6 DF No.2 @ 16" OC
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 3 / 11
Page 9 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)191 @ 7' 5 1/8"1406 (1.50")Passed (14%)--1.0 D + 1.0 Lr (Alt Spans)
Shear (lbs)138 @ 6' 10 1/8"1631 Passed (8%)1.25 1.0 D + 1.0 Lr (Alt Spans)
Moment (Ft-lbs)217 @ 4' 11 7/16"1478 Passed (15%)1.25 1.0 D + 1.0 Lr (Alt Spans)
Live Load Defl. (in)0.011 @ 4' 7 3/8"0.306 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Total Load Defl. (in)0.018 @ 4' 7 7/16"0.408 Passed (L/999+)--1.0 D + 1.0 Lr (Alt Spans)
Member Length : 7' 11"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 3.54/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Overhang deflection criteria: LL (2L/240) and TL (2L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ¹ See Connector grid below for additional information and/or requirements.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Beveled Plate - SPF 3.50"3.50"1.50"61 84 145 Blocking
2 - Hanger on 7 1/4" SPF beam 3.50"Hanger¹1.50"74 118 191 See note ¹
•Maximum allowable bracing intervals based on applied load.
•Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 9" o/c
Bottom Edge (Lu)7' 9" o/c
Connector: Simpson Strong-Tie
Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories
2 - Face Mount Hanger LRU26Z 1.94"N/A 4-10dx1.5 5-10d
•Refer to manufacturer notes and instructions for proper installation and use of all connectors.
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 7' 5 1/8"N/A 2.8 --
1 - Tapered (PLF)0 to 1' 5"N/A 0.0 to 16.2 0.0 to 28.3 Generated from
Roof Geometry
2 - Tapered (PLF)1' 5" to 7' 5 1/8"N/A 0.0 to 32.5 0.0 to 60.1 Generated from
Roof Geometry
Member Notes
HIP BEAM AT BED #2
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM1: HIP BEAM AT BED #2
1 piece(s) 2 x 8 DF No.2
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 4 / 11
Page 10 of 26
810 N English St & Unit
#25/7/2025
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 5 / 11
Page 11 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)827 @ 0 3281 (1.50")Passed (25%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)757 @ 10 3/4"4856 Passed (16%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)3256 @ 7' 11 1/8"5615 Passed (58%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.216 @ 7' 10 1/2"0.525 Passed (L/877)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.402 @ 7' 10 7/16"0.788 Passed (L/470)--1.0 D + 1.0 Lr (All Spans)
Member Length : 15' 9"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"390 437 827 None
2 - Trimmer - SPF 1.50"1.50"1.50"374 429 804 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)15' 9" o/c
Bottom Edge (Lu)15' 9" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 15' 9"N/A 8.2 --
1 - Uniform (PSF)0 to 15' 9"2'15.0 20.0 Default Load
2 - Point (lb)4'N/A 74 118
3 - Point (lb)11' 3"N/A 74 118
4 - Point (lb)2'N/A 15 -
Member Notes
BEAM AT BED #2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM2: BEAM AT BED #2
1 piece(s) 4 x 10 DF No.2
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 6 / 11
Page 12 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)757 @ 0 3281 (1.50")Passed (23%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)660 @ 10 3/4"4856 Passed (14%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)2651 @ 7'5615 Passed (47%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.094 @ 7'0.467 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.253 @ 7'0.700 Passed (L/663)--1.0 D + 1.0 Lr (All Spans)
Member Length : 14'
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"477 280 757 None
2 - Trimmer - SPF 1.50"1.50"1.50"477 280 757 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' o/c
Bottom Edge (Lu)14' o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 14'N/A 8.2 --
1 - Uniform (PSF)0 to 14'2'15.0 20.0 Default Load
2 - Uniform (PSF)0 to 14'2'15.0 -
Member Notes
BEAM AT LIVING
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM3: BEAM AT LIVING
1 piece(s) 4 x 10 DF No.2
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 7 / 11
Page 13 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)811 @ 5' 8"3281 (1.50")Passed (25%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)639 @ 9"2888 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1115 @ 2' 11"2151 Passed (52%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.042 @ 2' 11"0.183 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.078 @ 2' 11"0.275 Passed (L/844)--1.0 D + 1.0 Lr (All Spans)
Member Length : 5' 8"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 3.50"3.50"1.50"393 467 860 None
2 - Trimmer - SPF 1.50"1.50"1.50"371 440 811 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 8" o/c
Bottom Edge (Lu)5' 8" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 5' 8"N/A 4.9 --
1 - Uniform (PSF)0 to 5' 8"8'16.2 20.0 Default Load
Member Notes
HEADER AT LIVING
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM4: HEADER AT LIVING
1 piece(s) 4 x 6 DF No.2
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 8 / 11
Page 14 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1083 @ 2"7656 (3.50")Passed (14%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)897 @ 1' 3/4"4856 Passed (18%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)3163 @ 6' 2"5615 Passed (56%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.088 @ 6' 2"0.400 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.222 @ 6' 2"0.600 Passed (L/649)--1.0 D + 1.0 Lr (All Spans)
Member Length : 12' 4"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 3.50"3.50"1.50"652 432 1083 None
2 - Trimmer - SPF 3.50"3.50"1.50"652 432 1083 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 4" o/c
Bottom Edge (Lu)12' 4" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 12' 4"N/A 8.2 --
1 - Uniform (PSF)0 to 12' 4"3' 6"15.0 20.0 Default Load
2 - Uniform (PSF)0 to 12' 4"3'15.0 -
Member Notes
BEAM AT (N) KITCHEN
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM5: BEAM AT (N) KITCHEN (ADDITION)
1 piece(s) 4 x 10 DF No.2
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 9 / 11
Page 15 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)798 @ 0 3281 (1.50")Passed (24%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)681 @ 8 3/4"3806 Passed (18%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)1986 @ 4' 11 3/4"3737 Passed (53%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.092 @ 5' 3"0.350 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.220 @ 5' 2 5/16"0.313 Passed (L/574)--1.0 D + 1.0 Lr (All Spans)
Member Length : 10' 6"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (5/16").
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"483 315 798 None
2 - Trimmer - SPF 1.50"1.50"1.50"367 315 682 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 6" o/c
Bottom Edge (Lu)10' 6" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 10' 6"N/A 6.4 --
1 - Uniform (PSF)0 to 10' 6"3'16.2 20.0 Default Load
2 - Uniform (PSF)0 to 6'3'15.0 -
Member Notes
BEAM AT (N) KITCHEN
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM6: BEAM AT (N) KITCHEN (ADDITION)
1 piece(s) 4 x 8 DF No.2
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 10 / 11
Page 16 of 26
810 N English St & Unit
#25/7/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6232 @ 24' 5"7656 (3.50")Passed (81%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)5756 @ 1' 9 1/2"15225 Passed (38%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)38517 @ 11' 10 11/16"54581 Passed (71%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.594 @ 12' 2 15/16"0.808 Passed (L/490)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)1.161 @ 12' 2 5/16"1.212 Passed (L/251)--1.0 D + 1.0 Lr (All Spans)
Member Length : 24' 7"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - SPF 3.50"3.50"2.73"3041 2938 5980 None
2 - Trimmer - SPF 3.50"3.50"2.85"2981 3250 6232 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)13' 6" o/c
Bottom Edge (Lu)24' 7" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 24' 7"N/A 19.7 --
1 - Uniform (PSF)4' 9" to 24' 7"13'16.2 20.0 Default Load
2 - Uniform (PSF)0 to 4' 9"3'15.0 20.0
3 - Point (lb)4' 9"N/A 483 315
4 - Point (lb)4' 9"N/A 652 432
Member Notes
BEAM AT (E) DINING
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by AP DESIGN
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Level, BM7: BEAM AT DINING (ADDITION)
1 piece(s) 3 1/2" x 18" 2.2E Parallam® PSL
ForteWEB Software Operator Job Notes 1/31/2025 4:10:20 AM UTC
Anh Phan
AP DESIGN
(714) 487-7926
anhtuanxd04@gmail.com
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: 23139 - 810 English St
Page 11 / 11
Page 17 of 26
810 N English St & Unit
#25/7/2025
Page 18 of 26
810 N English St & Unit
#25/7/2025
WIND LOAD (ASCE 7-16 MWFRS)
Analysis Method Analytic Directional Procedure
Basic Wind Speed (ultimate) 95.00 MPH
Topography Factor Kzt =1.00
Directionality Factor Kd =0.85
Gust Effect Factor G = 0.85
Internal Pressure Coefficients (GCpi) =0.18 -0.18
Roof Pitch 5.00 :12 22.62 DEG
Roof Eve Height 9.000 ft
Peak Roof Height 13.250 ft
Mean Roof Height 11.125 ft
Terrain Exp. Category C
Building Length, Parallel to wind direction, L= 48.75 ft L/B = 3.05
Builing Width, Perpendicular to wind direction, B = 16 ft h/L = 0.23
Elevation Ht. 87.23 ft
Ke =1.00
α = 9.5
zg = 900
Velocity Pressures q z =.00256K z K zt K K e V
Height (ft)Kz Kzt Kd Ke V (MPH)qz
9.00 0.849 1.00 0.85 1.00 95.00 16.62
11.13 0.849 1.00 0.85 1.00 95.00 16.62
11.125 0.849 1.00 0.85 1.00 95.00 16.62
0.849 1.00 0.85 1.00 95.00 16.62
0.849 1.00 0.85 1.00 95.00 16.62
0.849 1.00 0.85 1.00 95.00 16.62
Design Pressures p = qGC p - q h (GC pi )
Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD.
Transverse Direction:
z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi)
11.13 16.62 0.80 11.30 8.31 14.29
0.00 16.62 0.80 11.30 8.31 14.29
0.00 16.62 0.80 11.30 8.31 14.29
0.00 16.62 0.80 11.30 8.31 14.29
11.13 16.62 -0.25 -3.50 -6.49 -0.51
Windward Roof (Positive)11.13 16.62 0.25 3.57 0.57 6.56
Windward Roof (Negative)11.13 16.62 -0.25 -3.50 -6.49 -0.51
11.13 16.62 -0.60 -8.48 -11.47 -5.48
-12.04 -12.04
8.00
Longitudinal Direction:
z (ft)qz (psf) Cp qGCp (+GCpi) (-GCpi)
11.13 16.62 0.80 11.30 8.31 14.29
0.00 16.62 0.80 11.30 8.31 14.29
0.00 16.62 0.80 11.30 8.31 14.29
0.00 16.62 0.80 11.30 8.31 14.29
11.13 16.62 -0.50 -7.06 -10.05 -4.07
Windward Roof (Positive)11.13 16.62 0.03 0.43 -2.56 3.42
Windward Roof (Negative)11.13 16.62 -0.44 -6.28 -9.27 -3.28
11.13 16.62 -0.60 -8.48 -11.47 -5.48
-8.90 -8.90
8.00
Longitudinal Transverse
1 11.125 2.125 9.00 100 82
Windward Wall
Leeward Wall
Leeward Roof
Total Roof load, pr =
MIN (SIN* pr , 8) =
Level Height Height Above Below Wind Load (plf)
Windward Wall
Leeward Wall
Leeward Roof
Total Roof load, pr =
MIN (SIN* pr , 8) =
Page 19 of 26
810 N English St & Unit
#25/7/2025
SEISMIC LOAD ASCE 7-16
Risk Category II
Importance Factor (I) 1.00
Site Class D - Default
Seismic Design Category D
Response Spectral Acc. (0.2 sec) (Ss) =1.306
Response Spectral Acc. (1.0 sec) (S1) =0.465
Fa =1.200
Fv =1.835
Max. Considered earthquake acc. SMS 1.568
Max. Considered earthquake acc. SM1 0.853
Design spectral acc. At short period S DS 1.045
Design spectral acc. at 1s period SD1 0.569
Response modification coefficient (R) 6.5
System overstrength coefficient (Ω) 2.5
Building period coeficient (CT) =0.02
Building Height (ft) 13.25 (65ft maximum)
Building period T=Ta (sec)0.139
Long Period Transition Period (TL) =8
Minimum Cs 0.046
Maximum Cs 0.630
Seismic response coefficient C s 0.161
Adjusted Cs 0.161
Design Base Shear V = 0.161W
Page 20 of 26
810 N English St & Unit
#25/7/2025
BUILING WEIGHT
Section
Roof/ Floor Weight: P floor = A*(Q partion + Q floor/roof) Wall Weight Pwall = Qwall * hwall *L perimeter
Area (A) = 749 sqft Qwall = 15 psf
Q partion = 5 psf hwall = 4.5 ft
Q floor/roof = 15 psf Lperimeter = 129.33 ft
P floor = 14980 lbs Pwall = 8729.775 lbs
Cs =0.161 ta =0.139
Total Weight, W = 23710 lbs k =1.000
V = CsW = 3812 lbs SDS =1.045
Shear Wall Force Linear Forces for Shear Wall
hxwx Area Qe (psf)
Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV
9.0 23,710 213388 1.00 3,812 749 5.09
0.0 0 0 0.00 0 0 0.00
0 0 0.00 0 0.00
0 0 0.00 0 0.00
0 0 0
Page 21 of 26
810 N English St & Unit
#25/7/2025
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810 N English St & Unit
#25/7/2025
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Page 23 of 26
810 N English St & Unit
#25/7/2025
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Page 24 of 26
810 N English St & Unit
#25/7/2025
FOUNDATION: ADDTION
1500 psf
Trib Trib Wall Height
DL(psf) LL(psf) roof(ft) DL(psf) LL(psf) floor(ft) DL(psf) wall(ft)
15 20 9 15 9
Roof: (DL+LL) (Trib) = 315 plf
Floor: (DL+LL) (Trib) = 0 plf
Wall: DL (Height)= 135 plf
450 plf
450 /(12"/12) = 450 psf< 1500 psf
P(allowable)
P(allowable) = 6102 #
18
"
Allowable soil bearing value:
Roof Floor
use 12" wide cont. ftg w/ 2-#4 top & bott.
Page 25 of 26
810 N English St & Unit
#25/7/2025
BEAM NO. BM7 @ Right Load P =6232 #
Use 2' - 6"Square x 18" Deep Concrete Pad With
3-#4 Each way
PAD SCHEDULE
Page 26 of 26
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 1 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
GENERAL INFORMATION
01 Project Name Residential Building
02 Run Title Title 24 Analysis
03 Project Location 810 English St,
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 4
14 Addition Cond. Floor Area (ft2)56 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1286 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)1342 19 Glazing Percentage (%)35.71%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
1286 56 1342 3 1 4
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 Building does not require field testing or HERS verification
03 This building incorporates one or more Special Features shown below
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 2 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 0.65 0 0.79 0 -0.14
Space Cooling 0 290.85 0 289.72 0 1.13
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 747.01 0 747.01 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 1038.51 0 1037.52 0 0.99
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 7.32 0 7.32
Appl. & Cooking 0 416.39 0 415.7
Plug Loads 0 656.61 0 656.61
Outdoor Lighting 0 40.49 0 40.49
TOTAL COMPLIANCE 0 2159.32 0 2157.64
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 3 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 382.75 381.72 1.03 0.27
Net EUI2 382.75 381.72 1.03 0.27
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
•New ductwork added is less than 25 ft. in length
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
ROOM ADDITION Conditioned HVAC System1 56 8 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
REAR WALL
remain ROOM ADDITION R-13 Wall 270 Back 38.67 0 90 none New
LEFT WALL remain ROOM ADDITION R-13 Wall 180 Left 94 20 90 none New
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 4 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
Existing
Garage>>Existing ROOM ADDITION R-13 Wall1 n/a n/a 38.67 0 n/a New
Existing
Garage>>Existing
2
ROOM ADDITION R-13 Wall1 n/a n/a 94 0 n/a New
Roof REMAIN ROOM ADDITION R-30 + R13 Roof Attic n/a n/a 56 n/a n/a New
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic ROOM ADDITION Attic RoofROOM
ADDITION Ventilated 5 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
W5040 Window LEFT WALL
remain Left 180 1 20 0.3 NFRC 0.22 NFRC Bug Screen
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade ROOM ADDITION 56 33 none 0 80%No
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 5 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101
Inside Finish: Gypsum Board
Cavity / Frame: R-13 / 2x4
Exterior Finish: 3 Coat Stucco
R-13 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.092
Inside Finish: Gypsum Board
Cavity / Frame: R-13 / 2x4
Other Side Finish: Gypsum Board
Attic RoofROOM
ADDITION Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-0.0 insul.
R-30 + R13 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-20.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 6 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas Small
Storage 1 40 EF 0.6 Btu/Hr 75000 0 78 n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC System1
Heating and
cooling system
other
Heating
Component 1 1 Cooling
Component 1 1 HVAC Fan 1 Air Distribution
System 1 n/a
HVAC - HEATING UNIT TYPES
01 02 03 04 05
Name System Type Number of Units Heating Efficiency Heating Unit Brand
Heating Component 1 Central gas furnace 1 AFUE - 70 n/a
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 7 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08 09
Name System Type Number of Units Efficiency Metric Efficiency
EER/EER2/CEER
Efficiency
SEER/SEER2 Zonally Controlled Mulit-speed
Compressor HERS Verification
Cooling
Component 1 Central split AC 1 EER/SEER 10 11 Not Zonal Single Speed
Cooling
Component
1-hers-cool
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name Type Design Type
Duct Ins. R-value Duct Location Surface Area
Bypass Duct Duct Leakage HERS Verification
Supply Return Supply Return Supply Return
Air Distribution
System 1
Unconditioned
attic Non-Verified R-6 R-6 Attic Attic n/a n/a No Bypass Duct Existing (not
specified)
Air Distribution
System 1-hers-dist
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.2 HVAC Fan 1-hers-fan
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Not Required 0
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Residential Building Calculation Date/Time:2024-07-31T13:12:24-07:00 (Page 8 of 8)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADDITION.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 13:12:31
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anh Phan
AP DESIGN CONSULTING, INC 07/31/2024
9636 Garden Grove Blvd, Ste #7
Garden Grove, CA 92844 714-487-7926
Anh Phan
AP DESIGN CONSULTING, INC 07/31/2024
9636 Garden Grove Blvd, Ste #7 N/A
Garden Grove, CA 92844 714-487-7926
424-P010151118A-000-000-0000000-0000 07/31/2024 13:25 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 1 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
GENERAL INFORMATION
01 Project Name ADU
02 Run Title Title 24 Analysis
03 Project Location 810 English St, Unit 2
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 2
14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)749 19 Glazing Percentage (%)10.41%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 2 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 37.4 38.3 28
Proposed Design 37.3 38.3 27.9 0.1 0 0.1
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 2.04 kWdc
•PV System resized to 2.04 kWdc (a factor of 2.044) to achieve 'Standard Design PV' PV scaling
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 3 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0.09 0.48 1.03 7.62 -0.94 -7.14
Space Cooling 1.41 30.16 1.06 28.05 0.35 2.11
IAQ Ventilation 0.46 4.84 0.46 4.84 0 0
Water Heating 2.36 24.94 1.8 19.78 0.56 5.16
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 4.32 60.42 4.35 60.29 -0.03 0.13
Photovoltaics -2.99 -90.07 -2.99 -89.66
Battery 0 0
Flexibility
Indoor Lighting 0.96 9.03 0.96 9.03
Appl. & Cooking 6.96 45.06 6.91 44.59
Plug Loads 6.07 61.76 6.07 61.76
Outdoor Lighting 0.21 1.82 0.21 1.82
TOTAL COMPLIANCE 15.53 88.02 15.51 87.83
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 4 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 23.89 23.33 0.56 2.34
Net EUI2 8.67 8.11 0.56 6.46
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
2.04 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Insulation below roof deck
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 5 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
ADU 749 1 2 1 0 1
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
Living Conditioned HVAC1 749 10 DHW Sys 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
EAST WALL 2X4 Living R-13 Wall 90 Back 438 10 90
SOUTH WALL 2X4 Living R-13 Wall 180 Right 144 20 90
WEST WALL 2X4 Living R-13 Wall 270 Front 438 48 90
NORTH WALL 2X4 Living R-13 Wall 0 Left 144 20 90
Roof Living R-30 + R-13 Roof Attic n/a n/a 749 n/a n/a
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 6 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Living Attic RoofLiving Ventilated 5 0.1 0.85 No No
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
W5020 Window EAST WALL 2X4 Back 90 1 10 0.3 NFRC 0.22 NFRC Bug Screen
W5040 Window SOUTH WALL
2X4 Right 180 1 20 0.3 NFRC 0.22 NFRC Bug Screen
W5040 2 Window WEST WALL
2X4 Front 270 1 20 0.3 NFRC 0.22 NFRC Bug Screen
W2020 Window WEST WALL
2X4 Front 270 1 4 0.3 NFRC 0.22 NFRC Bug Screen
W2020 2 Window WEST WALL
2X4 Front 270 1 4 0.3 NFRC 0.22 NFRC Bug Screen
W5040 3 Window NORTH WALL
2X4 Left 0 1 20 0.3 NFRC 0.22 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D3068 WEST WALL 2X4 20 0.5
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 7 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade Living 749 129.44 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.101
Inside Finish: Gypsum Board
Cavity / Frame: R-13 / 2x4
Exterior Finish: 3 Coat Stucco
Attic RoofLiving Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-0.0 insul.
R-30 + R-13 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-20.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 8 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 1 1 40 Rheem XE40T10HS45U0 (40
gal, JA13)Outside Living Living
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 9 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1 VCHP-ductless 1 HSPF 8 24000 22000 EERSEER 14 11 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam IAQVentRpt 44 0.35 Exhaust No n/a / n/a No Yes
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
810 N English St & Unit
#25/7/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:ADU Calculation Date/Time:2024-07-31T11:50:04-07:00 (Page 10 of 10)
Calculation Description:Title 24 Analysis Input File Name:23139 - ADU.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-07-31 11:50:22
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anh Phan
AP DESIGN CONSULTING, INC 07/31/2024
9636 Garden Grove Blvd, Ste #7
Garden Grove, CA 92844 714-487-7926
Anh Phan
AP DESIGN CONSULTING, INC 07/31/2024
9636 Garden Grove Blvd, Ste #7 N/A
Garden Grove, CA 92844 714-487-7926
424-P010150794A-000-000-0000000-0000 07/31/2024 11:52 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
810 N English St & Unit
#25/7/2025
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
INTERIM CITY MANAGER
Tom Hatch
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
March 5, 2024
Also sent via email to: thaidong9372@protonmail.com
Scott Thanh Huynh
Kim Dong Thi Le
1814 W. Occidental Street
Santa Ana, CA. 92704
Subject: Address Assignment for a new Accessory Dwelling Unit located at 810 North
English Street and (APN: 004-184-51) in Santa Ana, CA
Dear Scott & Kim,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment
for a new Accessory Dwelling Unit located at 810 North English Street and (APN: 004-184-51).
Notice is hereby given that the following assigned address(es) shall be posted onsite per the
approved address plan, attached hereto as Exhibit A.
Address(es) to be Activated/Posted
1.810 N. English St. Unit 2 (Address for new ADU)
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. Address(es) will
be verified during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me
by phone at (714) 667-2709 or by email at ASevilla@santa-ana.org.
Sincerely,
Alexis Sevilla
Planning Technician
Reviewed by: Jerry, Guevara, Senior Planner
810 N English St & Unit
#25/7/2025
Address Letter for 810 N. English Street
Page 2 of 2
Exhibit A – Address Plan
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
810 N English St & Unit
#25/7/2025
(E) 810 N ENGLISH STREET
(N) 810 N ENGLISH ST, UNIT 2
EXHIBIT A - ADDRESS PLAN
810 N English St & Unit
#25/7/2025
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
DETACHED ADU -
GRADING PERMIT EXEMPTION
CHECKLIST
PCC-16
REV: 09/03/2020 Page 1 of 1
THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
Instructions: In order to qualify for the grading permit exemption for detached Accessory
Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall
complete all sections, check all boxes and sign the certification section below. A copy of this
checklist shall be attached to each of TWO sets of plans. If answering NO to any of the
questions, a grading permit shall be required.
Project Address:
Yes No
1. ☐☐ I have provided two sets of site drainage plans that is stamped, signed and
dated by a California professional civil engineer, to be submitted with the
building submittal package.
2. ☐☐ I have calculated the total amount of soil being cut or filled on this project is less
than 50 cubic yards.
3. ☐☐
The site drainage plans include the following, but not limited to, location of all
existing and proposed structures, property lines, right-of-way lines, and
easements, including dimensions and setbacks; drainage slopes and flow
patterns, drainage systems such as swales, french drains, water collection and
disposal systems, etc.
4. ☐☐ I have designed drainage such that surface water flows away from buildings and
adjoining property lines, in accordance with all applicable codes.
5. ☐☐ I have designed grading such that it will not adversely affect the adjoining
properties.
6. ☐ ☐
I have designed the grade to fall not fewer than 6 inches within the first 10 feet
from the foundation walls. Where lot lines, walls, slopes or other physical
barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swale to
ensure drainage away from the structure. I have designed any impervious
surfaces within 10 feet of the building foundation to be sloped not less than 2
percent away from the building.
7. ☐☐ I will provide a final certification letter stating that the grades were constructed
per the approved site drainage plan, and will submit this certification letter to the
building inspector prior to final inspection.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Licensed Number: Date:
Phone Number: Email Address:
1213 S Flower St, Santa Ana, CA 92707
X
X
X
X
X
X
X
MICHAEL MALCOLM PHILLIPS
C68338
657-444-7194
9/27/2023
mike@phillipsconsulting.us
1314 S JOANE WAY, SANTA ANA, CA 92704810 N ENGLISH ST, UNIT 2, SANTA ANA, CA 92703
6/30/2024
810 N English St & Unit
#25/7/2025
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
810 N English St & Unit
#25/7/2025
810 N English St & Unit
#25/7/2025