Agenda packet — San Clemente City Council, October 21, 2025 (part 2 of 5)

Data Collection
Fehr & Peers collected the following traffic data in support of the assessment.

Traffic Counts
Peak hour vehicle turning movement counts were collected on a day with fair weather while school was in session. Peak hour traffic counts are presented on Figure 2 in Appendix B. Traffic counts were collected at the following City intersections:
o Avenida Pico & El Camino Real (Signalized)
o Avenida Estacion & El Camino Real (Signalized)
o Avenida Pico & Calle Deshecha (Two-Way Stop Control)
o Avenida Pico & Avenida Vista Hermosa (Signalized)
Cumulative Development Projects
Fehr & Peers requested Pending and approved development project information (within two miles of the Project) from the City of San Clemente. Projects were included in the future forecasting if they were expected to be completed and in operation by the Project’s opening year (2026).

The “Miramar Events Center” (Miramar) project that is under construction directly Southeast of the Hansen Hotel and has the greatest effect on traffic forecasting. An OC Register article1 identified the last readily available description of the Miramar’s parking situation utilized in project trip routing. As the Miramar may use existing parking southwest of Avenida Pico and Calle Deshecha, parking access is assumed to be at the northern driveway of the parking lot along Calle Deshecha and at the eastern driveway along Avenida Pico. A local news outlet2 identifies the most readily available square footage estimates utilized to forecast vehicle trips which were incorporated into the Opening Year for analysis.

Trip Generation
Trip generation rates from Trip Generation, 11th Edition (Institute of Transportation Engineers [ITE], 2021) for Hotel (ITE Code 310), Fine Dining (ITE Code 931), and Café (Public Walk-Up) (ITE Code 936) were used to represent the Project. Trip generation rates are presented in Table 1 and used 1 https://web.archive.org/web/20240313041743/https://www.ocregister.com/2017/06/14/shuttered-for-25- years-san-clementes-historic-miramar-theater-moves-closer-to-new-life-as-events-center/ 2 https://web.archive.org/web/20240525141242/https://www.picketfencemedia.com/sanclementetimes/eyeon-sc/miramar-theater-soon-up-for-sale-again/article_df009b4e-0efa-11ef-9555-03cfde1c816a.html 218
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to estimate the daily, AM peak hour, and PM peak hour trips associated with the Project in Table

2. Table 1: The Hansen Hotel Trip Generation Rates
Land Use ITE Land
Use Code Units Daily Rate
AM Peak Hour PM Peak Hour
Rate In Out Rate In Out
Hotel 310 Rooms 7.99 0.46 56% 44% 0.59 51% 49%
Fine Dining 931 KSF 83.84 0.73 - - 7.80 67% 33%
Café (Public Walk-Up) 936 KSF - 93.08 51% 49% 32.29 50% 50% Notes:

1.KSF = 1,000 square feet

2. Sources: Trip Generation Manual 11th Edition (Institute of Transportation Engineers, 2021) Table 2: Project Trip Generation Estimates
Land Use ITE Land
Use Code Units Daily Trips
AM Peak Hour PM Peak Hour
In Out Total In Out Total
Hotel 310 Rooms 487 16 12 28 18 18 36
Fine Dining 931 KSF 213 2 0 2 13 7 20
Café (Public Walk-Up) 936 KSF 931 14 13 27 5 4 9
Total Trip Generation 1,631 32 25 57 36 29 65
ITE’s Fine Dining (Land Use Code 931) does not provide an AM in and out distribution, so the trips generated for the AM peak are assumed as early morning preparation and management.

Additionally, ITE’s Coffee/Donut Shop without Drive-Through Window (Land Use Code 936) does not have a daily trip generation rate and was estimated by applying a 10% K-factor to the highest peak hour (AM) to estimate daily trips.

As presented in Table 2, the Project is expected to generate approximately 1,631 daily trips, including 57 trips (32 in/25 out) in the AM peak hour and 65 trips (36 in/29 out) in the PM peak hour.

This trip generation estimate is considered conservative as no trip internalization credits nor passby trip reductions have been applied to the trip generation, despite the project being within a Transit Priority Area (TPA) and proposing a San Clemente Trolley stop in front of the hotel. 219
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Project Trip Distribution and Assignment
Trip distribution for the project is shown on Figure 1 in Appendix B. Most trips (70%) are assumed to take Avenida Pico to the I-5 freeway for regionwide access to and from the Project. The remaining hotel guest trips are assumed to be to local destinations such as the local beaches, golf courses, restaurants and other businesses. Café and rooftop dining trips area also assumed to have a local draw along El Camino Real. Peak hour traffic forecasts are presented on Figure 2 in Appendix B.

Study Scenarios
Operations analysis was prepared for the following three scenarios:
x Existing (2024) Baseline Conditions – Consists of existing condition traffic turning movement counts collected at the study intersections based on vehicle, pedestrian and cyclist data collected on December 5th, 2024
x Opening Year (2026) Without Project Conditions – Traffic volumes were developed by applying an annual growth rate with the addition of traffic from nearby approved and pending development projects
x Opening Year (2026) With Project Conditions – Opening Year Without Project Conditions traffic volumes plus traffic generated by the proposed Project Signal Warrant Analysis
The California Manual on Uniform Traffic Control Devices (CA MUTCD) Chapter 4C identifies nine signal warrants to guide the justification for a new traffic signal:
x Warrant 1: Eight-Hour Vehicle Volume
x Warrant 2: Four-Hour Vehicle Volume
x Warrant 3: Peak Hour
x Warrant 4: Pedestrian Volume
x Warrant 5: School Crossing
x Warrant 6: Coordinated Signal System
x Warrant 7: Crash Experience
x Warrant 8: Roadway Network
x Warrant 9: Intersection Near a Grade Crossing
Many of these warrants are not applicable or data is not readily available. Additionally, eight- and four-hour vehicle volumes cannot be forecasted reliably. Fehr & Peers focused on Peak Hour signal warrant (Warrant 3) as traffic volumes can be forecasted using standard industry practices 220
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and it is typically the first volume-related warrant satisfied. Given the mixed-use and multimodal nature of the project vicinity, the Pedestrian Volume (Warrant 4) was also analyzed.

Per the CA MUTCD, the Peak Hour signal warrant is intended for use at a location where traffic conditions are such that, for a minimum of one hour (any four consecutive 15-minute periods) on an average day, the minor-street traffic suffers undue delay when entering or crossing the major street. The warrant reviews total stopped time delay experienced on the minor street approach, minor-street approach volumes, and total intersection volumes. The Pedestrian Volume Warrant determines whether a major street’s traffic impedes pedestrian crossings.

As shown in the worksheets in Appendix C, neither warrants were met under the Opening Year (2026) with Project Scenario. It should be noted that pedestrian traffic counts were collected in December, which may not be reflective of peak pedestrian traffic conditions. Traffic Signal Warrant 4 requires in excess of 200 pedestrians in the peak hour to satisfy the warrant, which may only occur during the busiest of summer beach activity, and would not satisfy the typical warrant which evaluates average activity.

While signal warrants were not met, operational analysis was performed on Avenida Pico and Calle Deshecha to understand how it would operate under Opening Year (2026) With Project Conditions.

Intersection Operations Analysis
Intersection operating conditions were evaluated using the Intersection Capacity Utilization (ICU) methodology to evaluate LOS at signalized intersections and the Transportation Research Board (TRB) Highway Capacity Manual (HCM) 7th Edition methodology to evaluate LOS at unsignalized intersections and turn pocket queueing capacity at signalized intersections.

ICU methodology is a standard evaluation approach and reports the volume-to-capacity (V/C) ratio at signalized intersections. The V/C ratio is determined by evaluating the critical movements for each intersection and comparing them to the critical movement capacity of the intersection.

The HCM 7th Edition methodology for signalized and unsignalized intersections estimates the average control delay for vehicles at the intersection. After V/C ratio and quantitative delay estimates are complete, each methodology assigns a qualitative letter grade to represent the operations of the intersection. These grades range from LOS A (minimal delay) to LOS F (excessive congestion). LOS E represents at-capacity operations. The LOS definitions are presented in Table

5. 221
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Table 5: LOS Definitions for Intersections
Level of
Service Description Volume-to-Capacity (V/C) Ratio
Unsignalized
Delay (Seconds)
A Operations with very low delay occurring with favorable progression and/or short cycle length 0.000-0.600 < 10.0 B Operations with low delay occurring with good
progression and/or short cycle lengths 0.601-0.700 >10.0 to 15.0 C
Operations with average delays resulting from fair
progression and/or longer cycle lengths. Individual cycle failures begin to appear

0.701-0.800 >15.0 to 25.0
D
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable

0.801-0.900 >25.0 to 35.0
E
Operations with high delay values indicating poor
progression, long cycle lengths, and high V/C ratios.

Individual cycle failures are frequent occurrences

0.901-1.000 >35.0 to 50.0
F
Operation with delays unacceptable to most drivers
occurring due to over saturation, poor progression, or
very long cycle lengths
Greater than 1.000 >50.0
Source: Highway Capacity Manual 7th Edition (Transportation Research Board, 2022).

Fehr & Peers used Vistro traffic operations analysis software to conduct ICU analysis and Synchro for HCM analysis. Table 6 presents Existing Conditions, Table 7 presents Opening Year No Project Conditions and Table 8 presents Opening Year Plus Project results. For the HCM analysis, “Right Turn On Red” volumes were not considered to provide a conservative delay estimate. Vistro and Synchro worksheets are provided in Appendix D.

Per City guidelines, LOS D is identified as the performance threshold for the Project. As shown in the Tables below, the study intersections are forecast to operate acceptably with and without the addition of Project traffic. Therefore, no infrastructure improvements are recommended with the Project.
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Table 6: Existing No Project (2024) LOS
Intersection Control
Type Period LOS Result V/C Ratio / Delay Results
1 Avenida Pico & El Camino Real Signal
AM A 0.42
PM A 0.39
2 Avenida Estacion & El Camino Real Signal
AM A 0.21
PM A 0.20
3 Avenida Pico & Calle Deshecha TWSC
AM B 11.6 s (EB)
PM B 10.5 s (EB)
4 Vista Hermosa & Avenida Pico Signal
AM A 0.33
PM A 0.32
Note: TWSC LOS Results are representative of intersection movement with the worst LOS/Delay.

Source: Fehr & Peers, 2025.

Table 7: Opening Year (2026) No Project Intersection LOS Intersection Control
Type Period LOS Result V/C Ratio / Delay Results
1 Avenida Pico & El Camino Real Signal
AM A 0.44
PM A 0.44
2 Avenida Estacion & El Camino Real Signal
AM A 0.22
PM A 0.26
3 Avenida Pico & Calle Deshecha TWSC
AM B 13.3 s (EB)
PM B 11.6 s (EB)
4 Vista Hermosa & Avenida Pico Signal
AM A 0.34
PM A 0.45
Note: TWSC LOS Results are representative of intersection movement with the worst LOS/Delay.

Source: Fehr & Peers, 2025.
223
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Table 8: Opening Year (2026) Plus Project Intersection LOS Intersection Control
Type Period LOS Result V/C Ratio / Delay Results
1 Avenida Pico & El Camino Real Signal
AM A 0.45
PM A 0.45
2 Avenida Estacion & El Camino Real Signal
AM A 0.23
PM A 0.27
3 Avenida Pico & Calle Deshecha TWSC
AM C 16.2 s (EB)
PM C 13.9 s (EB)
4 Vista Hermosa & Avenida Pico Signal
AM A 0.34
PM A 0.45
Note: TWSC LOS Results are representative of intersection movement with the worst LOS/Delay.

Source: Fehr & Peers, 2025
Queueing Analysis
As the Project is near the San Clemente Metrolink Station, the Station’s major access point of Avenida Estacion and El Camino Real required queueing analysis. Synchro can determine 50th and 95th percentile queue lengths to evaluate turn pocket performance. As shown in Table 9, the intersection’s Westbound Left movement is forecast to adequately serve 95th percentile queue demand across all scenarios.

Table 9: El Camino Real and Avenida Estacion Westbound Left Queue Estimates Intersection Scenario Time
Period
Turn Pocket
Length (ft)
50th Percentile
Queue Length (ft)
95th Percentile
Queue Length (ft)
2 Avenida Estacion &
El Camino Real
Existing
AM
175
2 26
PM 1 17
OYNP
AM 3 31
PM 2 26
OYPP
AM 11 51
PM 14 49
Source: Fehr & Peers, 2025.
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Conclusion
During Opening Year (2026) with Project conditions, all intersections performed at least at LOS C, which satisfies the city’s requirement of LOS D, and do not require additional infrastructure improvements. Forecasted Opening Year with Project volumes did not meet signal warrants for the TWSC intersection of Avenida Pico and Calle Deshecha and signalization of this intersection is not recommended. The existing westbound left turn pocket functions adequately under the forecast traffic demand and does not require extensions.

Appendices
A) Site Plan
B) Figures
C) Signal Warrant Worksheets
D) LOS and Queueing Worksheets
E) Existing Study Intersection Turning Movement Counts
F) Project Delivery Operations Memorandum
225

Appendix A: Site Plan
226
227
228
229
230
231
Appendix B: Figures
232
Figure
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3 (4)
17 (20)
5 (6)
0 (0)
0 (0)
0 (0) 22 (25) 0 (0)
0 (0)
0 (0)
6 (7)
0 (0)

1. Avenida Pico/El Camino Real
0 (0)0 (0)
0 (0)
3 (4)
4 (3)
22 (26)

2. Avenida Estacion/El Camino Real
0 (0)0 (0)
25 (30)
0 (0)0 (0) 0 (0)
0 (0)
0 (0)
0 (0)

3. Avenida Pico/Calle Deshecha
0 (0)
17 (20)0 (0) 0 (0)
0 (0)
22 (25)

4. Vista Hermano/Avenida Pico
26 (29)
31 (36)
0 (0)

5. Project Driveway/El Camino Real
El Camino Real
Avenida Pico
El Camino Real
Avenida Estacion
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermano
El Camino Real
Project Driveway
STOP
D
D
D
D
E
G
B
G
B
E
D
B
G
E
F
E
STOP
C D
0 (0)
233
Figure
Traffic VolumesDQG/DQH&RQILJXUDWLRQV
([LVWLQJ2<132<336FHQDULRV
62 (40)
183 (128)
16 (21) 152 (178) 210 (360) 17 (29)
170 (241)
98 (122)
232 (310) 178 (182) 209 (268)
28 (37)

1. Avenida Pico/El Camino Real
23 (20)
29 (19)350 (548) 19 (21)
420 (533)21 (16)

2. Avenida Estacion/El Camino Real
11 (7)
170 (69) 38 (39) 0 (0) 11 (15)
25 (48)
116 (139) 54 (82) 3 (9)
0 (0)

3. Avenida Pico/Calle Deshecha
224 (208)289 (293)
202 (296)
123 (175) 133 (284) 284 (397)

4. Vista Hermosa/Avenida Pico
379 (567)
0 (0) 0 (0) 441 (549)

5. 3URMHFW'ULYHZD\/El Camino Real
El Camino Real
Avenida Pico
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermosa
El Camino Real El Camino Real
STOP
STOP
STOP
AE
AACE
AACF
ACE
G
CE
ACC
B
E
D
AAF
AACC
CCF
CC
F CE
61 (38)
168 (115)
8 (16) 145 (168) 208 (343) 14 (24)
167 (229)
76 (79)
231 (299) 177 (176) 207 (257)
16 (16)

1. Avenida Pico/El Camino Real
19 (17)
22 (14)346 (526) 16 (17)
413 (506)16 (8)

2. Avenida Estacion/El Camino Real
10 (6)
169 (66) 16 (25) 0 (0) 9 (13)
17 (33)
88 (86) 53 (79) 2 (8)
0 (0)

3. Avenida Pico/Calle Deshecha
223 (201)267 (270)
201 (286)
120 (160) 130 (266) 259 (341)

4. Vista Hermosa/Avenida Pico
El Camino Real
Avenida Pico
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermosa
El Camino Real
STOP
STOP
AE
AACE
AACF
ACE
G
CE
ACC
B
E

D
AAF
AACC
CCF
65 (44)
200 (148)
21 (27) 152 (178) 210 (360) 17 (29)
192 (266)
98 (122)
232 (310) 178 (182) 215 (275)
28 (37)

1. Avenida Pico/El Camino Real
23 (20)
29 (19)350 (548) 22 (25)
424 (536)43 (42)

2. Avenida Estacion/El Camino Real
11 (7)
170 (69) 63 (69) 0 (0) 11 (15)
25 (48)
116 (139) 54 (82) 3 (9)
0 (0)

3. Avenida Pico/Calle Deshecha
224 (208)306 (313)
202 (296)
123 (175) 133 (284) 306 (422)

4. Vista Hermosa/Avenida Pico
379 (567)
26 (29) 31 (36) 441 (549)
El Camino Real
Avenida Pico
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermosa
El Camino Real El Camino Real
STOP
STOP
STOP
AE
AACE
AACF
ACE
G
CE
ACC
B
E

D
AAF
AACC
CCF
CC
F CE
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234
Appendix C: Signal Warrant
Worksheets
235
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 10 0 63 0 x North/South
Through 170 116 0 3 East/West
Right 0 25 11 54
Total 180 141 74 57
Intersection Geometry
1 4

16.87 Approach with Worst Case Delay WB
57 Stopped Delay (seconds per vehicle)
Total Vehicles on Approach
Number of Approach Lanes for Minor Street
Worst Case Delay for Minor Street
Not Met
OYPP
Limiting Value
Condition Satisfied?
Warrant Met
Warrant 3A, Peak Hour
NO
Total Approaches
Peak Hour Delay on
Minor Approach
(vehicle-hours)
Peak Hour Volume
on Minor Approach
(vph)
Peak Hour Entering
Volume Serviced
(vph)
Not Met Not Met

0.3 74 452
4 100 800
236
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 10 0 63 0 x North/South
Through 170 116 0 3 East/West
Right 0 25 11 54
Total 180 141 74 57
11 NO
Number of Approach Lanes
* Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 321 74
Major Street Minor Street Warrant Met Avenida Pico Calle Deshecha 0 100
200
300
400
500
600
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Warrant 3B, Peak Hour
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 150*
100*
2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
237
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour PM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 7 0 69 0 x North/South
Through 69 139 0 9 East/West
Right 0 48 15 82
Total 76 187 84 91
Intersection Geometry
1 4

13.87 Approach with Worst Case Delay WB
91 Warrant Met
Warrant 3A, Peak Hour
NO
Total Approaches
Peak Hour Delay on
Minor Approach
(vehicle-hours)
Peak Hour Volume
on Minor Approach
(vph)
Peak Hour Entering
Volume Serviced
(vph)
Not Met Not Met
91 438
4 100 800
Stopped Delay (seconds per vehicle)
Total Vehicles on Approach
Number of Approach Lanes for Minor Street
Worst Case Delay for Minor Street
Not Met
OYPP
Limiting Value
Condition Satisfied?

0.4 238
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour PM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 7 0 69 0 x North/South
Through 69 139 0 9 East/West
Right 0 48 15 82
Total 76 187 84 91
Major Street Minor Street Warrant Met Avenida Pico Calle Deshecha 11 NO
Number of Approach Lanes
* Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 263 91
0 100
200
300
400
500
600
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Warrant 3B, Peak Hour
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 150*
100*
2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
239
2<33 AM & PM
0 100
200
300
400
500
600
700
250 350 450 550 650 750 850 950 1050 1150 1250 1350 1450 1550 1650 1750

TOTAL OF ALL

PEDESTRAINS

CROSSING

MAJOR STREET -

PEDESTRIANS

PER HOUR (PPH)

MAJOR STREET - TOTAL OF BOTH APPROACHES -
VEHICLES PER HOUR (VPH)…
*Note: 133 pph applies as the lower threshold volume.

Figure 4C-7. Warrant 4, Pedestrian Peak Hour Existing
240
Appendix D: LOS and Queueing
Worksheets
241
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3: Avenida Pico & Calle Deshecha 01/14/2025
Exg_AM 3:30 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 0 9 0 2 53 10 169 0 0 88 17
Future Vol, veh/h 16 0 9 0 2 53 10 169 0 0 88 17
Conflicting Peds, #/hr 205205206206
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 333333333333
Mvmt Flow 22 0 13 0 3 74 14 235 0 0 122 24
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 409 403 145 390 414 240 152 0 - - - 0 Stage 1 140 140 - 263 263 - ------
Stage 2 269 263 - 127 152 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 551 535 900 567 527 797 1423 - 0 0 - - Stage 1 861 779 - 740 689 - - - 0 0 - -
Stage 2 735 689 - 874 770 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 487 526 890 551 518 793 1415 -----
Mov Cap-2 Maneuver 487 526 - 551 518 - ------
Stage 1 856 774 - 732 682 - ------
Stage 2 653 682 - 858 765 - ------
Approach EB WB NB SB
HCM Control Delay, s/v11.58 10.13 0.42 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 101 - 581 778 - -
HCM Lane V/C Ratio 0.01 - 0.06 0.098 - -
HCM Control Delay (s/veh) 7.6 0 11.6 10.1 - -
HCM Lane LOS AABB - -
HCM 95th %tile Q(veh) 0 - 0.2 0.3 - -
344
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/14/2025
Exg_PM 3:54 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 25 0 13 0 8 79 6 66 0 0 86 33
Future Vol, veh/h 25 0 13 0 8 79 6 66 0 0 86 33
Conflicting Peds, #/hr 104401200002
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 333333333333
Mvmt Flow 31 0 16 0 10 98 7 81 0 0 106 41
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 231 225 133 206 245 82 149 0 - - - 0 Stage 1 129 129 - 96 96 - ------
Stage 2 102 96 - 110 149 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 722 672 914 749 655 974 1426 - 0 0 - - Stage 1 873 788 - 908 813 - - - 0 0 - -
Stage 2 901 813 - 893 772 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 635 668 909 729 650 973 1424 -----
Mov Cap-2 Maneuver 635 668 - 729 650 - ------
Stage 1 871 786 - 903 809 - ------
Stage 2 796 809 - 873 771 - ------
Approach EB WB NB SB
HCM Control Delay, s/v10.45 9.37 0.63 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 150 - 708 931 - -
HCM Lane V/C Ratio 0.005 - 0.066 0.115 - -
HCM Control Delay (s/veh) 7.5 0 10.4 9.4 - -
HCM Lane LOS AABA - -
HCM 95th %tile Q(veh) 0 - 0.2 0.4 - -
345
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYNP_AM 4:14 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 38 0 11 0 3 54 11 170 0 0 116 25
Future Vol, veh/h 38 0 11 0 3 54 11 170 0 0 116 25
Conflicting Peds, #/hr 205205206206
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 333333333333
Mvmt Flow 53 0 15 0 4 75 15 236 0 0 161 35
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 458 451 189 433 469 241 202 0 - - - 0 Stage 1 184 184 - 267 267 - ------
Stage 2 274 267 - 166 202 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 511 502 850 531 491 795 1364 - 0 0 - - Stage 1 815 745 - 737 686 - - - 0 0 - -
Stage 2 730 686 - 834 732 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 448 493 841 513 482 792 1356 -----
Mov Cap-2 Maneuver 448 493 - 513 482 - ------
Stage 1 810 741 - 727 678 - ------
Stage 2 645 678 - 814 728 - ------
Approach EB WB NB SB
HCM Control Delay, s/v13.32 10.24 0.47 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 109 - 501 766 - -
HCM Lane V/C Ratio 0.011 - 0.136 0.103 - -
HCM Control Delay (s/veh) 7.7 0 13.3 10.2 - -
HCM Lane LOS AABB - -
HCM 95th %tile Q(veh) 0 - 0.5 0.3 - -
346
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYNP_PM 4:15 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 39 0 15 0 9 82 7 69 0 0 139 48
Future Vol, veh/h 39 0 15 0 9 82 7 69 0 0 139 48
Conflicting Peds, #/hr 104401200002
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 333333333333
Mvmt Flow 48 0 19 0 11 101 9 85 0 0 172 59
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 312 306 207 278 335 86 233 0 - - - 0 Stage 1 203 203 - 102 102 - ------
Stage 2 109 102 - 176 233 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 638 606 831 672 584 970 1329 - 0 0 - - Stage 1 796 731 - 901 808 - - - 0 0 - -
Stage 2 894 808 - 824 710 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 555 601 826 650 578 969 1326 -----
Mov Cap-2 Maneuver 555 601 - 650 578 - ------
Stage 1 795 730 - 895 803 - ------
Stage 2 783 803 - 802 709 - ------
Approach EB WB NB SB
HCM Control Delay, s/v11.61 9.52 0.71 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 166 - 611 908 - -
HCM Lane V/C Ratio 0.007 - 0.109 0.124 - -
HCM Control Delay (s/veh) 7.7 0 11.6 9.5 - -
HCM Lane LOS AABA - -
HCM 95th %tile Q(veh) 0 - 0.4 0.4 - -
347
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYPP_AM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 63 0 11 0 3 54 11 170 0 0 116 25
Future Vol, veh/h 63 0 11 0 3 54 11 170 0 0 116 25
Conflicting Peds, #/hr 30 0 30 30 0 30 30 0 30 30 0 30
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 333333333333
Mvmt Flow 88 0 15 0 4 75 15 236 0 0 161 35
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 507 475 238 458 493 266 226 0 - - - 0 Stage 1 208 208 - 267 267 - ------
Stage 2 299 267 - 191 226 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 474 487 798 512 476 770 1337 - 0 0 - - Stage 1 791 728 - 737 686 - - - 0 0 - -
Stage 2 708 686 - 808 715 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 394 466 753 480 456 748 1299 -----
Mov Cap-2 Maneuver 394 466 - 480 456 - ------
Stage 1 769 707 - 727 677 - ------
Stage 2 607 677 - 769 695 - ------
Approach EB WB NB SB
HCM Control Delay, s/v16.19 10.58 0.47 0

HCM LOS C B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 109 - 424 724 - -
HCM Lane V/C Ratio 0.012 - 0.243 0.109 - -
HCM Control Delay (s/veh) 7.8 0 16.2 10.6 - -
HCM Lane LOS A A C B - -
HCM 95th %tile Q(veh) 0 - 0.9 0.4 - -
348
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYPP_PM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 69 0 15 0 9 82 7 69 0 0 139 48
Future Vol, veh/h 69 0 15 0 9 82 7 69 0 0 139 48
Conflicting Peds, #/hr 30 0 30 30 0 30 30 0 30 30 0 30
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 333333333333
Mvmt Flow 85 0 19 0 11 101 9 85 0 0 172 59
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 369 334 261 304 363 115 261 0 - - - 0 Stage 1 231 231 - 102 102 - ------
Stage 2 138 102 - 202 261 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 585 585 775 646 563 935 1298 - 0 0 - - Stage 1 769 711 - 901 808 - - - 0 0 - -
Stage 2 863 808 - 798 690 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 477 564 731 608 543 908 1261 -----
Mov Cap-2 Maneuver 477 564 - 608 543 - ------
Stage 1 747 691 - 895 803 - ------
Stage 2 729 803 - 756 671 - ------
Approach EB WB NB SB
HCM Control Delay, s/v13.87 9.87 0.73 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 166 - 509 851 - -
HCM Lane V/C Ratio 0.007 - 0.204 0.132 - -
HCM Control Delay (s/veh) 7.9 0 13.9 9.9 - -
HCM Lane LOS AABA - -
HCM 95th %tile Q(veh) 0 - 0.8 0.5 - -
349
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
Exg_AM 3:30 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 389 17 444 44
v/c Ratio 0.15 0.05 0.17 0.13
Control Delay (s/veh) 5.6 22.8 3.2 11.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.6 22.8 3.2 11.6
Queue Length 50th (ft) 0202
Queue Length 95th (ft) 91 26 70 29
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3041 596 3136 1049
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.13 0.03 0.14 0.04
Intersection Summary
350
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
Exg_PM 3:54 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 572 8 533 33
v/c Ratio 0.22 0.03 0.20 0.10
Control Delay (s/veh) 5.4 24.9 3.1 14.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.4 24.9 3.1 14.0
Queue Length 50th (ft) 0102
Queue Length 95th (ft) 134 17 83 28
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3013 572 3136 1005
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.19 0.01 0.17 0.03
Intersection Summary
351
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYNP_AM 4:14 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 396 23 452 56
v/c Ratio 0.16 0.07 0.17 0.16
Control Delay (s/veh) 5.8 22.2 3.3 11.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.8 22.2 3.3 11.1
Queue Length 50th (ft) 0303
Queue Length 95th (ft) 94 31 71 34
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3041 593 3136 1044
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.13 0.04 0.14 0.05
Intersection Summary
352
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYNP_PM 4:15 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 599 17 561 41
v/c Ratio 0.24 0.06 0.21 0.12
Control Delay (s/veh) 5.8 24.1 3.2 13.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.8 24.1 3.2 13.0
Queue Length 50th (ft) 0203
Queue Length 95th (ft) 145 26 89 29
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3040 560 3136 981
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.20 0.03 0.18 0.04
Intersection Summary
353
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYPP_AM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 400 46 456 56
v/c Ratio 0.20 0.17 0.19 0.16
Control Delay (s/veh) 10.7 29.4 4.8 13.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 10.7 29.4 4.8 13.2
Queue Length 50th (ft) 34 11 16 6
Queue Length 95th (ft) 99 51 71 35
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 2936 479 3136 815
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.14 0.10 0.15 0.07
Intersection Summary
354
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYPP_PM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 603 44 564 41
v/c Ratio 0.29 0.17 0.23 0.13
Control Delay (s/veh) 10.9 31.3 4.7 15.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 10.9 31.3 4.7 15.2
Queue Length 50th (ft) 57 14 21 7
Queue Length 95th (ft) 154 49 89 29
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 2926 443 3136 760
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.21 0.10 0.18 0.05
Intersection Summary
355
Appendix E: Existing Study
Intersection Turning Movement
Counts Appendix
356
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 110 2 1122012 0 0000
7:00 AM 14 30 1 22 12 19 20 27 0 5 24 19 193 0000 0
7:15 AM 8 30 2 31 15 17 20 26 5 2 33 20 209 0000 0
7:30 AM 3 29 0 56 21 32 30 47 2 2 35 36 293 0000 0
7:45 AM 22 57 0 76 32 39 31 70 6 4 40 38 415 0000 0
8:00 AM 23 41 3 45 11 22 37 37 2 2 49 62 334 0000 0
8:15 AM 5 41 1 61 17 54 38 38 3 3 71 46 378 0000 0
8:30 AM 11 29 4 49 16 52 39 63 3 7 47 31 351 0000 0
8:45 AM 14 28 3 53 15 34 54 58 4 1 41 26 331 0000 0
VOLUMES 100 285 14 393 139 269 269 366 25 26 340 278 2,504 0 0 0 0 0 APPROACH % 25% 71% 4% 49% 17% 34% 41% 55% 4% 4% 53% 43% APP/DEPART 399 / 832 801 / 190 660 / 773 644 / 709 0

BEGIN PEAK HR
VOLUMES 61 168 8 231 76 167 145 208 14 16 207 177 1,478 0 0 0 0 APPROACH % 26% 71% 3% 49% 16% 35% 40% 57% 4% 4% 52% 44% PEAK HR FACTOR 0.750 0.806 0.857 0.833 0.890
APP/DEPART 237 / 490 474 / 106 367 / 447 400 / 435 0
4:00 PM 14 30 7 83 17 60 38 83 10 8 66 49 465 0000 0
4:15 PM 7 20 2 73 22 61 51 92 5 2 68 39 442 0000 0
4:30 PM 11 30 4 60 18 57 43 82 3 2 73 49 432 0000 0
4:45 PM 6 35 3 83 22 51 36 86 6 4 50 39 421 0000 0
5:00 PM 11 23 0 83 30 47 46 90 4 3 65 44 446 0000 0
5:15 PM 12 18 3 94 18 65 43 65 4 2 55 51 430 0000 0
5:30 PM 10 19 2 72 21 27 40 65 4 5 52 37 354 0000 0
5:45 PM 5 17 5 79 17 30 19 44 4 2 45 36 303 0000 0
VOLUMES 76 192 26 627 165 398 316 607 40 28 474 344 3,293 0 0 0 0 0 APPROACH % 26% 65% 9% 53% 14% 33% 33% 63% 4% 3% 56% 41% APP/DEPART 294 / 852 1,190 / 233 963 / 1,260 846 / 948 0

BEGIN PEAK HR
VOLUMES 38 115 16 299 79 229 168 343 24 16 257 176 1,760 0 0 0 0 APPROACH % 22% 68% 9% 49% 13% 38% 31% 64% 4% 4% 57% 39% PEAK HR FACTOR 0.828 0.948 0.904 0.905 0.946
APP/DEPART 169 / 459 607 / 119 535 / 658 449 / 524 0
Avenida Pico

NORTH LEG
El Camino Real WEST LEG EAST LEG El Camino Real

SOUTH LEG
Avenida Pico

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 3 0 1 5 9 2004 6 1011 3
7:15 AM 2 2 3 2 9 1111 4 1121 5
7:30 AM 1 1 3 0 5 1120 4 0010 1
7:45 AM 1 2 0 2 5 0201 3 1001 2
8:00 AM 1 3 4 4 12 1104 6 0240 6
8:15 AM 1 4 5 4 14 1303 7 0151 7
8:30 AM 0 1 1 1 3 0111 3 0000 0
8:45 AM 0 2 2 0 4 0120 3 0100 1
TOTAL 9 15 19 18 61 6 10 6 14 36 3 5 13 4 25
BEGIN PEAK HR 2 7 1 9 19
4:00 PM 0 2 2 1 5 0000 0 0221 5
4:15 PM 2 3 4 1 10 1341 9 1000 1
4:30 PM 0 1 1 1 3 0111 3 0000 0
4:45 PM 1 0 0 0 1 0000 0 1000 1
5:00 PM 2 0 3 5 10 1021 4 1014 6
5:15 PM 0 4 3 2 9 0322 7 0110 2
5:30 PM 0 0 0 4 4 0002 2 0002 2
5:45 PM 0 1 2 1 4 0121 4 0000 0
TOTAL 5 11 15 15 46 2 8 11 8 29 3 3 4 7 17
1452 12

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Pico
El Camino Real
BEGIN PEAK HR 4:00 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Pico Avenida Pico El Camino Real El Camino Real

AM PM AM
7:45 AM
PM
4:00 PM
ALL PED + BIKE & SCOOTER
7:45 AM
357
1,991 667 304 1,020 TOTAL 1,684
1,190 398 165 627 PM 852
801 269 139 393 AM 832
644846
1,490
1,657
948709
278344622
340474814
TOTAL
PM
AM
262854
585316269
AMPM
TOTAL
973607366
654025
773
1,260 2,033
1,623
963660
190 AM 100 285 14 399
233 PM 76 192 26 294
423 TOTAL 176 477 40 693
1,081 396 155 530 TOTAL 949
607 229 79 299 PM 459
474 167 76 231 AM 490
400449849
959524435
177176353
207257464
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
161632
313168145
#N/A
AMPM
TOTAL
551343208
PM 4:00 PM
5:45 PM
382414
447658
1,105
902535367
106 AM 61 168 8 237
119 PM 38 115 16 169
225 Total 99 283 24 406
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida Pico
El Camino Real
El Camino Real

ALL HOURS
San Clemente
SC5059
Avenida Pico
Avenida Pico
Avenida Pico
El Camino Real
El Camino Real

PEAK HOUR
358
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0X0 X XXX2012 X 0000
7:00 AM 1 0 4 0 0 0 0 46 5 5 52 0 113 0000 0
7:15 AM 2 0 2 0 0 0 0 48 3 4 54 0 113 0000 0
7:30 AM 4 0 5 0 0 0 0 73 1 4 67 0 154 0000 0
7:45 AM 7 0 5 0 0 0 0 106 8 11 87 0 224 0000 0
8:00 AM 4 0 8 0 0 0 0 60 0 2 96 0 170 0000 0
8:15 AM 3 0 8 0 0 0 0 76 4 2 121 0 214 0000 0
8:30 AM 5 0 1 0 0 0 0 104 4 1 109 0 224 0000 0
8:45 AM 8 0 3 0 0 0 0 109 4 5 82 0 211 0000 0
VOLUMES 34 0 36 0 0 0 0 622 29 34 668 0 1,423 0 0 0 0 0 APPROACH % 49% 0% 51% 0% 0% 0% 0% 96% 4% 5% 95% 0%
APP/DEPART 70 / 00 / 63 651 / 658 702 / 702 0

BEGIN PEAK HR
VOLUMES 19 0 22 0 0 0 0 346 16 16 413 0 832 0 0 0 0
APPROACH % 46% 0% 54% 0% 0% 0% 0% 96% 4% 4% 96% 0%
PEAK HR FACTOR 0.854 0.000 0.794 0.872 0.929
APP/DEPART 41 / 00 / 32 362 / 368 429 / 432 0
4:00 PM 5 0 3 0 0 0 0 138 6 1 134 0 287 0010 1
4:15 PM 6 0 6 0 0 0 0 131 3 3 132 0 281 0000 0
4:30 PM 3 0 3 0 0 0 0 130 4 3 138 0 281 0000 0
4:45 PM 3 0 2 0 0 0 0 127 4 1 102 0 239 0000 0
5:00 PM 6 0 7 0 0 0 0 134 2 1 114 0 264 0000 0
5:15 PM 5 0 4 0 0 0 0 108 2 5 128 0 252 0000 0
5:30 PM 3 0 0 0 0 0 0 117 0 3 86 0 209 0000 0
5:45 PM 3 0 5 0 0 0 0 66 1 4 79 0 158 0000 0
VOLUMES 34 0 30 0 0 0 0 951 22 21 913 0 1,972 0 0 1 0 1 APPROACH % 53% 0% 47% 0% 0% 0% 0% 98% 2% 2% 98% 0%
APP/DEPART 64 / 00 / 43 974 / 981 934 / 948 0

BEGIN PEAK HR
VOLUMES 17 0 14 0 0 0 0 526 17 8 506 0 1,089 0 0 1 0
APPROACH % 55% 0% 45% 0% 0% 0% 0% 97% 3% 2% 98% 0%
PEAK HR FACTOR 0.646 0.000 0.938 0.911 0.945
APP/DEPART 31 / 00 / 25 544 / 540 514 / 524 0
Avenida Estacion

NORTH LEG
El Camino Real WEST LEG EAST LEG El Camino Real

SOUTH LEG
Avenida Estacion

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 0 1 1 0 2 0010 1 0100 1
7:15 AM 0 3 2 0 5 0210 3 0110 2
7:30 AM 0 7 3 0 10 0530 8 0200 2
7:45 AM 1 0 1 0 2 0000 0 1010 2
8:00 AM 0 4 0 0 4 0100 1 0300 3
8:15 AM 0 3 0 0 3 0100 1 0200 2
8:30 AM 0 0 0 0 0 0000 0 0000 0
8:45 AM 0 0 3 0 3 0030 3 0000 0
TOTAL 1 18 10 0 29 0 9 8 0 17 1 9 2 0 12
BEGIN PEAK HR 0200 2
4:00 PM 0 3 3 0 6 0020 2 0310 4
4:15 PM 0 2 4 0 6 0130 4 0110 2
4:30 PM 1 0 7 0 8 0070 7 1000 1
4:45 PM 1 1 2 1 5 0020 2 1101 3
5:00 PM 1 0 2 0 3 0020 2 1000 1
5:15 PM 0 3 0 0 3 0200 2 0100 1
5:30 PM 0 0 0 0 0 0000 0 0000 0
5:45 PM 1 2 1 1 5 0000 0 1211 5
TOTAL 4 11 19 2 36 0 3 16 0 19 4 8 3 2 17
0 1 14 0 15

AM PM AM
7:45 AM
PM
4:00 PM
ALL PED + BIKE & SCOOTER
7:45 AM
BEGIN PEAK HR 4:00 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Estacion Avenida Estacion El Camino Real El Camino Real

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Estacion
El Camino Real
359
0 0 0 0 TOTAL 0
0 000 PM 0
0 000 AM 0
702934
1,636
1,650
948702
000
668913
1,581
TOTAL
PM
AM
342155
000
AMPM
TOTAL
1,573
951622
512229
658981
1,639
1,625
974651
63 AM 34 0 36 70
43 PM 34 0 30 64
106 TOTAL 68 0 66 134
0 0 0 0 TOTAL 0
0 000 PM 0
0 000 AM 0
429514943
956524432
000
413506919
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
16 8
24 000
#N/A
AMPM
TOTAL
872526346
PM 4:00 PM
5:45 PM
331716
368540908
906544362
32 AM 19 0 22 41
25 PM 17 0 14 31
57 Total 36 0 36 72
Avenida Estacion
Avenida Estacion
Avenida Estacion
El Camino Real
El Camino Real

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida Estacion
El Camino Real
El Camino Real

ALL HOURS
San Clemente
SC5059
360
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP E/W
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 010 0 1001001 0 0000
7:00 AM 0 30 0 0 10 6 7 0 1 0 2 11 67 0000 0
7:15 AM 1 27 0 0 14 9 6 0 0 0 0 3 60 0100 1
7:30 AM 1 28 0 0 18 7 3 0 1 2 1 3 64 0000 0
7:45 AM 4 56 0 0 38 4 4 0 4 0 0 16 126 0000 0
8:00 AM 2 59 0 0 11 4 4 0 2 0 1 7 90 0000 0
8:15 AM 1 26 0 0 18 3 1 0 2 0 0 18 69 0100 1
8:30 AM 3 28 0 0 21 6 7 0 1 0 1 12 79 0000 0
8:45 AM 0 24 0 0 15 2 5 0 3 1 1 14 65 0100 1
VOLUMES 12 278 0 0 145 41 37 0 14 3 6 84 623 0 3 0 0 3
APPROACH % 4% 96% 0% 0% 77% 22% 73% 0% 27% 3% 6% 90%
APP/DEPART 290 / 402 189 / 162 51 / 0 93 / 59 0

BEGIN PEAK HR
VOLUMES 10 169 0 0 88 17 16 0 9 0 2 53 365 0100
APPROACH % 6% 94% 0% 0% 83% 16% 64% 0% 36% 0% 4% 96%
PEAK HR FACTOR 0.734 0.631 0.781 0.764 0.724
APP/DEPART 179 / 239 106 / 97 25 / 0 55 / 29 0
4:00 PM 3 18 0 0 18 17 12 0 5 0 3 21 97 0000 0
4:15 PM 1 7 0 0 21 8 5 0 3 0 0 18 63 0000 0
4:30 PM 1 25 0 0 19 4 3 0 3 0 3 17 75 0000 0
4:45 PM 1 16 0 0 28 4 5 0 2 0 2 23 81 0000 0
5:00 PM 3 10 0 0 30 7 6 0 3 0 1 19 79 0000 0
5:15 PM 0 9 0 0 23 1 8 0 2 0 1 16 60 0000 0
5:30 PM 1 10 0 0 26 3 3 0 1 0 0 18 62 0000 0
5:45 PM 1 6 0 0 18 5 6 0 4 0 1 16 57 0000 0
VOLUMES 11 101 0 0 183 49 48 0 23 0 11 148 574 0 0 0 0 0 APPROACH % 10% 90% 0% 0% 79% 21% 68% 0% 32% 0% 7% 93%
APP/DEPART 112 / 297 232 / 206 71 / 0 159 / 71 0

BEGIN PEAK HR
VOLUMES 6 66 0 0 86 33 25 0 13 0 8 79 316 0 0 0 0
APPROACH % 8% 92% 0% 0% 72% 28% 66% 0% 34% 0% 9% 91%
PEAK HR FACTOR 0.692 0.850 0.559 0.870 0.814
APP/DEPART 72 / 170 119 / 99 38 / 0 87 / 47 0
Avenida Pico

NORTH LEG
Calle Deshecha WEST LEG EAST LEG Calle Deshecha

SOUTH LEG
Avenida Pico

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 1 0 0 0 1 0000 0 1000 1
7:15 AM 1 0 1 3 5 1002 3 0011 2
7:30 AM 0 1 2 0 3 0110 2 0010 1
7:45 AM 1 0 1 2 4 0001 1 1011 3
8:00 AM 5 4 4 2 15 3012 6 2430 9
8:15 AM 8 4 5 2 19 2202 6 6250 13
8:30 AM 3 0 2 1 6 0011 2 3010 4
8:45 AM 2 1 2 1 6 1120 4 1001 2
TOTAL 21 10 17 11 59 7 4 5 8 24 14 6 12 3 35
BEGIN PEAK HR 5 2 2 6 15
4:00 PM 0 1 1 1 3 0000 0 0111 3
4:15 PM 3 2 0 2 7 1202 5 2000 2
4:30 PM 2 0 0 0 2 0000 0 2000 2
4:45 PM 3 4 0 0 7 0200 2 3200 5
5:00 PM 3 0 0 0 3 2000 2 1000 1
5:15 PM 2 1 0 4 7 0102 3 2002 4
5:30 PM 3 0 0 0 3 0000 0 3000 3
5:45 PM 1 0 2 0 3 0020 2 1000 1
TOTAL 17 8 3 7 35 3 5 2 4 14 14 3 1 3 21
1402 7

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Pico
Calle Deshecha
BEGIN PEAK HR 4:00 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Pico Avenida Pico Calle Deshecha Calle Deshecha

AM PM AM
7:45 AM
PM
4:00 PM
ALL PED + BIKE & SCOOTER
7:45 AM
361
421 90 328 0 TOTAL 699
232 49 183 0 PM 297
189 41 145 0 AM 402
93 159252
130
7159
84 148232
6 1117
TOTAL
PM
AM
303
854837
AMPM
TOTAL
000
372314
000
122
7151
162 AM 12 278 0 290
206 PM 11 101 0 112
368 TOTAL 23 379 0 402
225 50 174 0 TOTAL 409
119 33 86 0 PM 170
106 17 88 0 AM 239
5587
142
764729
5379
132
28 10
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
000
412516
#N/A
AMPM
TOTAL
000
PM 4:00 PM
5:45 PM
2213
9 000
633825
97 AM 10 169 0 179
99 PM 6 66 0 72
196 Total 16 235 0 251
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida Pico
Calle Deshecha
Calle Deshecha

ALL HOURS
San Clemente
SC5059
Avenida Pico
Avenida Pico
Avenida Pico
Calle Deshecha
Calle Deshecha

PEAK HOUR
362
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: SIGNAL
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 1 2 2 2 1 0000
7:00 AM 0 0 0 15 0 25 21 46 0 0 27 15 149 0000 0
7:15 AM 0 0 0 10 0 33 37 39 0 0 35 17 171 0000 0
7:30 AM 0 0 0 22 0 57 54 37 0 0 59 18 247 0010 1
7:45 AM 0 0 0 25 0 80 66 56 0 0 61 26 314 0000 0
8:00 AM 0 0 0 27 0 33 67 70 0 0 43 31 271 0010 1
8:15 AM 0 0 0 28 0 48 49 81 0 0 86 29 321 0030 3
8:30 AM 0 0 0 40 0 40 41 60 0 0 69 44 294 0020 2
8:45 AM 0 0 0 28 0 45 36 62 0 0 57 40 268 0000 0
VOLUMES 0 0 0 195 0 361 371 451 0 0 437 220 2,042 0 0 7 0 7 APPROACH % 0% 0% 0% 35% 0% 65% 45% 54% 0% 0% 67% 33%
APP/DEPART 0 / 591 556 / 0 829 / 646 657 / 805 0

BEGIN PEAK HR
VOLUMES 0 0 0 120 0 201 223 267 0 0 259 130 1,206 0 0 6 0 APPROACH % 0% 0% 0% 37% 0% 63% 45% 54% 0% 0% 67% 33%
PEAK HR FACTOR 0.000 0.764 0.899 0.846 0.931
APP/DEPART 0 / 353 321 / 0 496 / 387 389 / 466 0
4:00 PM 0 0 0 46 0 74 47 65 0 0 72 62 366 0010 1
4:15 PM 0 0 0 45 0 58 50 68 0 0 101 69 391 0020 2
4:30 PM 0 0 0 44 0 45 62 69 0 0 86 70 376 0010 1
4:45 PM 0 0 0 27 0 87 46 71 0 0 74 58 363 0010 1
5:00 PM 0 0 0 41 0 77 52 64 0 0 80 72 386 0000 0
5:15 PM 0 0 0 48 0 77 41 66 0 0 101 66 399 0000 0
5:30 PM 0 0 0 27 0 62 46 60 0 0 56 48 299 0000 0
5:45 PM 0 0 0 42 0 59 35 41 0 0 63 35 275 0000 0
VOLUMES 0 0 0 320 0 539 379 504 0 0 633 480 2,860 0 0 5 0 5 APPROACH % 0% 0% 0% 37% 0% 63% 43% 57% 0% 0% 57% 43%
APP/DEPART 0 / 859 859 / 0 888 / 824 1,113 / 1,177 0

BEGIN PEAK HR
VOLUMES 0 0 0 160 0 286 201 270 0 0 341 266 1,526 0 0 2 0 APPROACH % 0% 0% 0% 36% 0% 64% 42% 57% 0% 0% 56% 44%
PEAK HR FACTOR 0.000 0.892 0.896 0.909 0.956
APP/DEPART 0 / 467 446 / 0 473 / 430 607 / 629 0
Avenida Vista Hermosa

NORTH LEG
Avenida Pico WEST LEG EAST LEG Avenida Pico

SOUTH LEG
Avenida Vista Hermosa

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 0 2 0 0 2 0000 0 0200 2
7:15 AM 2 1 0 1 4 0000 0 2101 4
7:30 AM 0 1 0 2 3 0000 0 0102 3
7:45 AM 1 1 0 1 3 0001 1 1100 2
8:00 AM 0 4 0 1 5 0001 1 0400 4
8:15 AM 0 6 1 0 7 0000 0 0610 7
8:30 AM 0 0 0 0 0 0000 0 0000 0
8:45 AM 0 0 0 1 1 0001 1 0000 0
TOTAL 3 15 1 6 25 0 0 0 3 3 3 15 1 3 22
BEGIN PEAK HR 0002 2
4:00 PM 0 1 1 0 2 0000 0 0110 2
4:15 PM 0 1 0 0 1 0000 0 0100 1
4:30 PM 1 0 0 0 1 0000 0 1000 1
4:45 PM 0 1 0 1 2 0000 0 0101 2
5:00 PM 1 1 1 0 3 1000 1 0110 2
5:15 PM 0 0 0 1 1 0000 0 0001 1
5:30 PM 4 0 0 0 4 3000 3 1000 1
5:45 PM 2 0 0 1 3 1001 2 1000 1
TOTAL 8 4 2 3 17 5 0 0 1 6 3 4 2 2 11
1000 1

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Vis a e osa
Avenida Pico
BEGIN PEAK HR 4:30 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Vista He mosa Avenida Vista He mosa Avenida Pico Avenida Pico

AM PM AM
7:45 AM
PM
4:30 PM
ALL PED + BIKE & SCOOTER
7:45 AM
363
1 415 900 0 515 TOTAL 1 450
859 539 0 320 PM 859
556 361 0 195 AM 591
657
1 113 1 770
1 982 1 177
805
220480700
437633
1 070
TOTAL
PM
AM
000
750379371
AMPM
TOTAL
955504451
000
646824
1 470
1 717
888829
0 AM 000 0
0 PM 000 0
0 TOTAL 0 0 0 0
767 487 0 280 TOTAL 820
446 286 0 160 PM 467
321 201 0 120 AM 353
389607996
1 095
629466
130266396
259341600
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
000
424201223
#N/A
AMPM
TOTAL
537270267
PM 4:30 PM
5:45 PM
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364
F: Project Delivery Operations
Memorandum
365
ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ ϭ ŽĨ Ϯ
ĂůŝĨŽƌŶŝĂ ĂůŝĨŽƌŶŝĂ ŝĨŽƌŶŝĂŽĂƐƚĂů ŽĂƐƚĂů ŽĂƐƚĂů ŽĂƐƚĂůŽŵŵŝƐƐŝŽŶ ŽŵŵŝƐƐŝŽŶ ŽŵŵŝƐƐŝŽŶWƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚZĞƐƉŽŶƐĞ ZĞƐƉŽŶƐĞ ZĞƐƉŽŶƐĞ :ŽďEK͘ϮϬϮϯͲϬϮϬ
d
͗ :ĂŶƵĂƌǇϭϲ͕ϮϬϮϱ
ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ^WWϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕hWϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕,WϮϮ͘ϯϮϯ WEη Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ
EͲdƌĂĐƚηϭϰϰϴϲ

WƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ dŚĞ'ĂůůĞƌŝĂ͞dŚĞ,ĂŶƐĞŶ͟ϭϴϬϭ
EŽƌƚŚ
ůĂŵŝŶŽZĞĂů^ĂŶ
ůĞŵĞŶƚĞ͕ϵϮϲϳϯ
ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗
WĂƵů,ĞƌƌŵĂŶŶ
&ĞŚƌΘWĞĞƌƐ
dƌĂŶƐƉŽƌƚĂƚŝŽŶ
ŶŐŝŶĞĞƌ
WŚ͗ϵϰϵ͘ϯϬϴ͘ϲϯϯϯ
͗ ZĂĐŚĞůEĂƐƌĞ KǁŶĞƌ
WĂƵů͕
dŚĂŶŬǇŽƵĨŽƌŚĞůƉŝŶŐƚŽĐŽŽƌĚŝŶĂƚĞŽƵƌĞĨĨŽƌƚƐĨŽƌƚƌĂĨĨŝĐĞŶŐŝŶĞĞƌŝŶŐĂŶĚĂŶĂůǇƐĞƐĨŽƌŽƵƌƉƌŽũĞĐƚ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨŽƵƌ ĚĞǀĞůŽƉŵĞŶƚƚĞĂŵ͛ƐĨŝŶĚŝŶŐƐĂŶĚĞƐƚŝŵĂƚĞƐĨŽƌƚŚĞĂŶƚŝĐŝƉĂƚĞĚĚĞůŝǀĞƌǇĨƌĞƋƵĞŶĐǇĂŶĚƐĐŚĞĚƵůĞĨŽƌŽƵƌƉƌŽũĞĐƚΖƐŽƉĞƌĂƚŝŽŶĂů ĚĞůŝǀĞƌŝĞƐ͘
tĞŚĂǀĞĚĞǀĞůŽƉĞĚƚŚĞĨŽůůŽǁŝŶŐƐƵŵŵĂƌǇďĂƐĞĚŽŶŵĂƌŬĞƚƌĞƐĞĂƌĐŚ͕ŽǁŶĞƌͲŽƉĞƌĂƚŽƌĞǆƉĞƌŝĞŶĐĞ͕ĂŶĚŝŶĚƵƐƚƌǇƉƌŽĨĞƐƐŝŽŶĂů ĂĚǀŝĐĞĂŶĚĐŽŶƐƵůƚĂƚŝŽŶ͘
WƌŽũĞĐƚ^ƵŵŵĂƌǇ͗

ϲϭƌŽŽŵďŽƵƚŝƋƵĞŚŽƚĞů
ϭϬϲWĂƌŬŝŶŐ^ƚĂůůƐŽŶͲƐŝƚĞ
ZĞƐƚĂƵƌĂŶƚƐͬ&ŽŽĚĂŶĚĞǀĞƌĂŐĞ͗
ϭ͘ ZŽŽĨƚŽƉZĞƐƚĂƵƌĂŶƚϭϯϮ^ĞĂƚƐ
Ϯ͘ >ŽďďǇĂĨĠϯϮ^ĞĂƚƐ;ϴƉĂƚŝŽƐĞĂƚƐŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϯ͘ ^ƚƌĞĞƚ^ŝĚĞWŝĐŬͲƵƉtŝŶĚŽǁĂĨĠ;ϴƉĂƚŝŽƐĞĂƚƐ͕ŶŽĂĚĚŝƚŝŽŶĂůWĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϰ͘ WŽŽů^ŝĚĞĂƌϭϰ^ĞĂƚƐʹ,ŽƚĞů'ƵĞƐƚ^ĞƌǀŝŶŐKŶůǇ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ϱ͘ WŽŽůĞĐŬǁŝƚŚнͬͲϯϮ>ŽƵŶŐĞŚĂŝƌƐͲ^ĞƌǀĞĚďǇWŽŽů^ŝĚĞĂƌ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ĚĞĚŝĐĂƚĞĚZŽŽŵǁĂƐĂůůŽĐĂƚĞĚĨŽƌƚŚĞKŶƐŝƚĞ>ĂƵŶĚƌǇ&ĂĐŝůŝƚǇ͘ 366
ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ Ϯ ŽĨ Ϯ dŚĞƉƌŽƉŽƐĞĚ dŚĞƉƌŽƉŽƐĞĚdŽƚĂůĞůŝǀĞƌǇ dŽƚĂůĞůŝǀĞƌǇ ĞůŝǀĞƌǇƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ,ŽƚĞůĞůŝǀĞƌƐĨŽƌ&ŽŽĚĂŶĚĞǀĞƌĂŐĞĂŶĚ,ŽƚĞůKƉĞƌĂƚŝŽŶƐ͗ tĞĂŶƚŝĐŝƉĂƚĞĂƌĂŶŐĞŽĨĞŝŐŚƚ;ϴͿƚŽƚǁĞůǀĞ;ϭϮͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬĨŽƌĨŽŽĚĂŶĚďĞǀĞƌĂŐĞ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨƚŚĞ ŵŝŶŝŵƵŵĚĞůŝǀĞƌǇ͘
dǁŽ;ϮͿ
ĂĐŚĨƌŽŵDĂũŽƌ&ŽŽĚ^ƵƉƉůǇDŽŶĚĂǇƐΘdŚƵƌƐĚĂǇƐ
dŚĞĞ;ϯͿ
ĂĐŚĨƌŽŵ>ŽĐĂůĞĞƌĂŶĚtŝŶĞ;>ŝƋƵŽƌͿƐƵƉƉůŝĞƌƐtŝŶĞϭǆĂŶĚĞĞƌϭǆĂŶĚ>ŝƋƵŽƌϭǆϮ ĂĐŚĨƌŽŵĨƌĞƐŚƉƌŽĚƵĐĞĂŶĚ
ŚĞƌďǀĞŶĚŽƌƐсϮǆǁĞĞŬůǇ
KŶĞ;ϭͿ
ĂĐŚĨƌŽŵŚĞŵŝĐĂůͬ>ĂŶĚƌĞǇƐĞƌǀŝĐĞĐŽŵƉĂŶǇ;EŽƚĞ͗ŶŽƚĂůůŽĨĨĞƌƚŚĞƐĂŵĞƐĞƌǀŝĐĞƐ͕ĂŶĚƚŚŝƐƵƐƵĂůůǇĐĂŶďĞĂďƐŽƌďĞĚ ďǇŵĂũŽƌĨŽŽĚƐƵƉƉůŝĞƌƐͿ
,ŽƵƐĞŬĞĞƉŝŶŐĂŶĚ,ŽƚĞů^ĞƌǀŝĐĞƐĂŶƚŝĐŝƉĂƚĞƐƚŚƌĞĞ;ϯͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬ͕ďĂƐĞĚŽŶƚŚĞŽǁŶĞƌͲŽƉĞƌĂƚŽƌΖƐĞǆƉĞƌŝĞŶĐĞ͘ dŚĞĨŽůůŽǁŝŶŐŽƉĞƌĂƚŝŽŶĂůƉƌŽƚŽĐŽůƐǁŝůůďĞŝŵƉůĞŵĞŶƚĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚĨŽƌĂůůŚŽƚĞůǀĞŶĚŽƌƐ͘ ϭ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂŶĂŐĞĚƚŽďĞŵĂĚĞĚƵƌŝŶŐ͞ŽĨĨͲƉĞĂŬŚŽƵƌƐ͕͟ǁŝƚŚϰϬйďĞŝŶŐŵĂĚĞƉƌŝŽƌƚŽϴ͗ϬϬĂ͘ŵ͘ĂŶĚƚŚĞďĂůĂŶĐĞ ďĞŝŶŐĚŽŶĞŽŶĂŶĂƐƐŝŐŶĞĚƚŝŵĞďůŽĐŬ;ŽƵƚƐŝĚĞŽĨƉĞĂŬŐĞŶĞƌĂƚŝŽŶŚŽƵƌƐͿƚŽŚĞůƉĚŝƐƚƌŝďƵƚĞĂŶĚƐƉƌĞĂĚŽƵƚĚĞůŝǀĞƌŝĞƐĂŶĚ ĞůŝŵŝŶĂƚĞƋƵĞƵŝŶŐŝƐƐƵĞƐ͘
Ϯ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂĚĞďǇϮϬ͛ʹϯϬ͛ůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬƐŽƌ^ĞƌǀŝĐĞsĂŶƐ͘ Ă͘ ^ĞƌǀŝĐĞǀĂŶƐ;ůŽĐĂůǀĞŶĚŽƌƐͿŵĂǇƵƐĞŽƵƌŐĂƌĂŐĞĞŶƚƌǇĂŶĚĚĞĚŝĐĂƚĞĚƚƵƌŶͲĂƌŽƵŶĚƐƚĂůůƐǁŝƚŚŝŶƚŚĞŐĂƌĂŐĞ͘ ϯ͘ dŚĞ,ŽƚĞůǁŝůůŽƉĞƌĂƚĞǁŝƚŚŽŶͲƐŝƚĞůĂƵŶĚƌǇƐĞƌǀŝĐĞƐƚŽƌĞĚƵĐĞĚĂŝůǇůĂƵŶĚƌǇƉŝĐŬͲƵƉĂŶĚĚĞůŝǀĞƌǇ͘ Ă͘ ^ŚŽƵůĚůĂƵŶĚƌǇƐĞƌǀŝĐĞďĞĐŽŵĞĂƉƌŽĚƵĐƚŽĨĨƵƚƵƌĞŽƉĞƌĂƚŝŽŶƐ͕ĂůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬǁŝůůĚĞůŝǀĞƌĂŶĚƉŝĐŬƵƉ ůĂƵŶĚƌǇďĞƚǁĞĞŶϭϬ͗ϬϬƉ͘ŵ͘ĂŶĚϳ͗ϬϬĂ͘ŵ͘
ϰ͘ ƐƉƌŽƉŽƐĞĚ͕ĂůůƉŝĐŬͲƵƉƐĂŶĚĚĞůŝǀĞƌŝĞƐŵĂǇďĞƐĞƌǀŝĐĞĚĂƚƚŚĞ,ŽƚĞů͛Ɛ>ŽĂĚŝŶŐƌĞĂĂŶĚͬŽƌƚŚƌŽƵŐŚƚŚĞŐĂƌĂŐĞ͘ ϱ͘ ĞĚŝĐĂƚĞĚƐƉĂĐĞƐŚĂůůďĞĂůůŽĐĂƚĞĚĂƚƚŚĞ>ŽďďǇƌĞĂĂŶĚƚŚĞ^ƚƌĞĞƚ^ŝĚĞĂĨĠƚŽƐƵƉƉŽƌƚĞǆƉĞĚŝƚŝŽƵƐĚĞůŝǀĞƌǇǁŚĞŶ ƌĞƋƵŝƌĞĚ͘
ZĞƐƉĞĐƚĨƵůůǇ ƐƵďŵŝƚƚĞĚ ďǇ͗
:ŽƌĚĞŶ ^ĞŐƌĂǀĞƐ͕ /͕ >

W͕ EZ
WƌŝŶĐŝƉĂů
:KZ
E^
'Zs
^Z,/d
d͗/E͘
ƉŚ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ
367
ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ ϭ ŽĨ Ϯ
ĂůŝĨŽƌŶŝĂ ĂůŝĨŽƌŶŝĂ ŝĨŽƌŶŝĂŽĂƐƚĂů ŽĂƐƚĂů ŽĂƐƚĂů ŽĂƐƚĂůŽŵŵŝƐƐŝŽŶ ŽŵŵŝƐƐŝŽŶ ŽŵŵŝƐƐŝŽŶWƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚZĞƐƉŽŶƐĞ ZĞƐƉŽŶƐĞ ZĞƐƉŽŶƐĞ :ŽďEK͘ϮϬϮϯͲϬϮϬ
d
͗ :ĂŶƵĂƌǇϭϲ͕ϮϬϮϱ
ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ^WWϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕hWϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕,WϮϮ͘ϯϮϯ WEη Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ
EͲdƌĂĐƚηϭϰϰϴϲ

WƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ dŚĞ'ĂůůĞƌŝĂ͞dŚĞ,ĂŶƐĞŶ͟ϭϴϬϭ
EŽƌƚŚ
ůĂŵŝŶŽZĞĂů^ĂŶ
ůĞŵĞŶƚĞ͕ϵϮϲϳϯ
ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗
WĂƵů,ĞƌƌŵĂŶŶ
&ĞŚƌΘWĞĞƌƐ
dƌĂŶƐƉŽƌƚĂƚŝŽŶ
ŶŐŝŶĞĞƌ
WŚ͗ϵϰϵ͘ϯϬϴ͘ϲϯϯϯ
͗ ZĂĐŚĞůEĂƐƌĞ KǁŶĞƌ
WĂƵů͕
dŚĂŶŬǇŽƵĨŽƌŚĞůƉŝŶŐƚŽĐŽŽƌĚŝŶĂƚĞŽƵƌĞĨĨŽƌƚƐĨŽƌƚƌĂĨĨŝĐĞŶŐŝŶĞĞƌŝŶŐĂŶĚĂŶĂůǇƐĞƐĨŽƌŽƵƌƉƌŽũĞĐƚ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨŽƵƌ ĚĞǀĞůŽƉŵĞŶƚƚĞĂŵ͛ƐĨŝŶĚŝŶŐƐĂŶĚĞƐƚŝŵĂƚĞƐĨŽƌƚŚĞĂŶƚŝĐŝƉĂƚĞĚĚĞůŝǀĞƌǇĨƌĞƋƵĞŶĐǇĂŶĚƐĐŚĞĚƵůĞĨŽƌŽƵƌƉƌŽũĞĐƚΖƐŽƉĞƌĂƚŝŽŶĂů ĚĞůŝǀĞƌŝĞƐ͘
tĞŚĂǀĞĚĞǀĞůŽƉĞĚƚŚĞĨŽůůŽǁŝŶŐƐƵŵŵĂƌǇďĂƐĞĚŽŶŵĂƌŬĞƚƌĞƐĞĂƌĐŚ͕ŽǁŶĞƌͲŽƉĞƌĂƚŽƌĞǆƉĞƌŝĞŶĐĞ͕ĂŶĚŝŶĚƵƐƚƌǇƉƌŽĨĞƐƐŝŽŶĂů ĂĚǀŝĐĞĂŶĚĐŽŶƐƵůƚĂƚŝŽŶ͘
WƌŽũĞĐƚ^ƵŵŵĂƌǇ͗

ϲϭƌŽŽŵďŽƵƚŝƋƵĞŚŽƚĞů
ϭϬϲWĂƌŬŝŶŐ^ƚĂůůƐŽŶͲƐŝƚĞ
ZĞƐƚĂƵƌĂŶƚƐͬ&ŽŽĚĂŶĚĞǀĞƌĂŐĞ͗
ϭ͘ ZŽŽĨƚŽƉZĞƐƚĂƵƌĂŶƚϭϯϮ^ĞĂƚƐ
Ϯ͘ >ŽďďǇĂĨĠϯϮ^ĞĂƚƐ;ϴƉĂƚŝŽƐĞĂƚƐŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϯ͘ ^ƚƌĞĞƚ^ŝĚĞWŝĐŬͲƵƉtŝŶĚŽǁĂĨĠ;ϴƉĂƚŝŽƐĞĂƚƐ͕ŶŽĂĚĚŝƚŝŽŶĂůWĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϰ͘ WŽŽů^ŝĚĞĂƌϭϰ^ĞĂƚƐʹ,ŽƚĞů'ƵĞƐƚ^ĞƌǀŝŶŐKŶůǇ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ϱ͘ WŽŽůĞĐŬǁŝƚŚнͬͲϯϮ>ŽƵŶŐĞŚĂŝƌƐͲ^ĞƌǀĞĚďǇWŽŽů^ŝĚĞĂƌ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ĚĞĚŝĐĂƚĞĚZŽŽŵǁĂƐĂůůŽĐĂƚĞĚĨŽƌƚŚĞKŶƐŝƚĞ>ĂƵŶĚƌǇ&ĂĐŝůŝƚǇ͘ dŚĞ,ĂŶƐĞŶWƌŽƉŽƐĞĚWƌŽũĞĐƚĞůŝǀĞƌǇ
368
ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ Ϯ ŽĨ Ϯ dŚĞƉƌŽƉŽƐĞĚ dŚĞƉƌŽƉŽƐĞĚdŽƚĂůĞůŝǀĞƌǇ dŽƚĂůĞůŝǀĞƌǇ ĞůŝǀĞƌǇƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ,ŽƚĞůĞůŝǀĞƌƐĨŽƌ&ŽŽĚĂŶĚĞǀĞƌĂŐĞĂŶĚ,ŽƚĞůKƉĞƌĂƚŝŽŶƐ͗ tĞĂŶƚŝĐŝƉĂƚĞĂƌĂŶŐĞŽĨĞŝŐŚƚ;ϴͿƚŽƚǁĞůǀĞ;ϭϮͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬĨŽƌĨŽŽĚĂŶĚďĞǀĞƌĂŐĞ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨƚŚĞ ŵŝŶŝŵƵŵĚĞůŝǀĞƌǇ͘
dǁŽ;ϮͿ
ĂĐŚĨƌŽŵDĂũŽƌ&ŽŽĚ^ƵƉƉůǇDŽŶĚĂǇƐΘdŚƵƌƐĚĂǇƐ
dŚĞĞ;ϯͿ
ĂĐŚĨƌŽŵ>ŽĐĂůĞĞƌĂŶĚtŝŶĞ;>ŝƋƵŽƌͿƐƵƉƉůŝĞƌƐtŝŶĞϭǆĂŶĚĞĞƌϭǆĂŶĚ>ŝƋƵŽƌϭǆϮ ĂĐŚĨƌŽŵĨƌĞƐŚƉƌŽĚƵĐĞĂŶĚ
ŚĞƌďǀĞŶĚŽƌƐсϮǆǁĞĞŬůǇ
KŶĞ;ϭͿ
ĂĐŚĨƌŽŵŚĞŵŝĐĂůͬ>ĂŶĚƌĞǇƐĞƌǀŝĐĞĐŽŵƉĂŶǇ;EŽƚĞ͗ŶŽƚĂůůŽĨĨĞƌƚŚĞƐĂŵĞƐĞƌǀŝĐĞƐ͕ĂŶĚƚŚŝƐƵƐƵĂůůǇĐĂŶďĞĂďƐŽƌďĞĚ ďǇŵĂũŽƌĨŽŽĚƐƵƉƉůŝĞƌƐͿ
,ŽƵƐĞŬĞĞƉŝŶŐĂŶĚ,ŽƚĞů^ĞƌǀŝĐĞƐĂŶƚŝĐŝƉĂƚĞƐƚŚƌĞĞ;ϯͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬ͕ďĂƐĞĚŽŶƚŚĞŽǁŶĞƌͲŽƉĞƌĂƚŽƌΖƐĞǆƉĞƌŝĞŶĐĞ͘ dŚĞĨŽůůŽǁŝŶŐŽƉĞƌĂƚŝŽŶĂůƉƌŽƚŽĐŽůƐǁŝůůďĞŝŵƉůĞŵĞŶƚĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚĨŽƌĂůůŚŽƚĞůǀĞŶĚŽƌƐ͘ ϭ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂŶĂŐĞĚƚŽďĞŵĂĚĞĚƵƌŝŶŐ͞ŽĨĨͲƉĞĂŬŚŽƵƌƐ͕͟ǁŝƚŚϰϬйďĞŝŶŐŵĂĚĞƉƌŝŽƌƚŽϴ͗ϬϬĂ͘ŵ͘ĂŶĚƚŚĞďĂůĂŶĐĞ ďĞŝŶŐĚŽŶĞŽŶĂŶĂƐƐŝŐŶĞĚƚŝŵĞďůŽĐŬ;ŽƵƚƐŝĚĞŽĨƉĞĂŬŐĞŶĞƌĂƚŝŽŶŚŽƵƌƐͿƚŽŚĞůƉĚŝƐƚƌŝďƵƚĞĂŶĚƐƉƌĞĂĚŽƵƚĚĞůŝǀĞƌŝĞƐĂŶĚ ĞůŝŵŝŶĂƚĞƋƵĞƵŝŶŐŝƐƐƵĞƐ͘
Ϯ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂĚĞďǇϮϬ͛ʹϯϬ͛ůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬƐŽƌ^ĞƌǀŝĐĞsĂŶƐ͘ Ă͘ ^ĞƌǀŝĐĞǀĂŶƐ;ůŽĐĂůǀĞŶĚŽƌƐͿŵĂǇƵƐĞŽƵƌŐĂƌĂŐĞĞŶƚƌǇĂŶĚĚĞĚŝĐĂƚĞĚƚƵƌŶͲĂƌŽƵŶĚƐƚĂůůƐǁŝƚŚŝŶƚŚĞŐĂƌĂŐĞ͘ ϯ͘ dŚĞ,ŽƚĞůǁŝůůŽƉĞƌĂƚĞǁŝƚŚŽŶͲƐŝƚĞůĂƵŶĚƌǇƐĞƌǀŝĐĞƐƚŽƌĞĚƵĐĞĚĂŝůǇůĂƵŶĚƌǇƉŝĐŬͲƵƉĂŶĚĚĞůŝǀĞƌǇ͘ Ă͘ ^ŚŽƵůĚůĂƵŶĚƌǇƐĞƌǀŝĐĞďĞĐŽŵĞĂƉƌŽĚƵĐƚŽĨĨƵƚƵƌĞŽƉĞƌĂƚŝŽŶƐ͕ĂůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬǁŝůůĚĞůŝǀĞƌĂŶĚƉŝĐŬƵƉ ůĂƵŶĚƌǇďĞƚǁĞĞŶϭϬ͗ϬϬƉ͘ŵ͘ĂŶĚϳ͗ϬϬĂ͘ŵ͘
ϰ͘ ƐƉƌŽƉŽƐĞĚ͕ĂůůƉŝĐŬͲƵƉƐĂŶĚĚĞůŝǀĞƌŝĞƐŵĂǇďĞƐĞƌǀŝĐĞĚĂƚƚŚĞ,ŽƚĞů͛Ɛ>ŽĂĚŝŶŐƌĞĂĂŶĚͬŽƌƚŚƌŽƵŐŚƚŚĞŐĂƌĂŐĞ͘ ϱ͘ ĞĚŝĐĂƚĞĚƐƉĂĐĞƐŚĂůůďĞĂůůŽĐĂƚĞĚĂƚƚŚĞ>ŽďďǇƌĞĂĂŶĚƚŚĞ^ƚƌĞĞƚ^ŝĚĞĂĨĠƚŽƐƵƉƉŽƌƚĞǆƉĞĚŝƚŝŽƵƐĚĞůŝǀĞƌǇǁŚĞŶ ƌĞƋƵŝƌĞĚ͘
ZĞƐƉĞĐƚĨƵůůǇ ƐƵďŵŝƚƚĞĚ ďǇ͗
:ŽƌĚĞŶ ^ĞŐƌĂǀĞƐ͕ /͕ >

W͕ EZ
WƌŝŶĐŝƉĂů
:KZ
E^
'Zs
^Z,/d
d͗/E͘
ƉŚ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ
369
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ĂƚĞ͗Ϭϴ͘Ϭϲ͘ϮϱZĞǀŝƐĞĚ
WƌŽũĞĐƚ͗
dŚĞ'ĂůůĞƌŝĂ͞dŚĞ,ĂŶƐϬŶ͟
ϭϴϬϭEŽƌƚŚ
ůĂŵŝŶŽZĞĂů
^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ
^ƉƉůŝĂĐƚŝŽŶZĞĨĞƌĞŶĐĞ͗WϮϱͲϯϮϰΘhWϮϱͲϯϮϵ
WƌĞǀŝŽƵƐĞƉƉƌŽǀĂů ƵƌƌĞŶƚ^ƵďŵŝƚƚĂů
>ĞƐƐ/ŶƚĞŶƐŝǀĞ
WƌŽƉŽƐĂů
&ƌŽŶƚ^ĞƚďĂĐŬ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϭΖͲϮΗƚŽϵϲΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ ZĞĂƌ^ĞƚďĂĐŬ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϯΖͲϮΗƚŽϮϭΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ ^ŝĚĞ^ĞƚďĂĐŬΛWŝĐŽ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϰΖͲϲΗƚŽϭϲϭΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ ^ŝĚĞ^ĞƚďĂĐŬΛtĞƐƚ
ůĞǀ͘ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϯΖͲϮΗƚŽϲΖͲϵΗ ƌƚŝĐƵůĂƚĞĚ ,ĞŝŐŚƚ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϰϱΖͲϬΗ ϰϱΖͲϬΗ ϰϱΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ WůĂƚĞ,ĞŝŐŚƚ ϯϳΖͲϬΗ zĞƐ
hͬĐƌ;dŝŵĞƐŚĂƌĞͿ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϯϲ ϯϱ
dŽƚĂůĞĚƌŽŽŵƐ ϱϲ
,ŽƚĞůZŽŽŵƐĞŶƐŝƚǇ ^ĞĐƚŝŽŶϭϳ͘Ϯϴ͘ϭϳϬ ϭ͗ϱϬϬ ůůŽǁĞĚ WƌŽǀŝĚĞĚ ;ϭͿ,ŽƚĞůZŽŽŵƐ ϲϰ ϲϭ ϱ ϵй
>ŽƚƌĞĂ ϯϮ͕ϬϯϬ ϯϮ͕ϬϯϬ
>ŽƚŽǀĞƌĂŐĞ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϭϬϬй ϯϭ͕ϴϲϱ ϭϱ͕ϮϬϭ ;ϭϲ͕ϲϲϰͿ ͲϱϮй ;ϮͿ>ĂŶĚƐĐĂƉĞƌĞĂ ^ĞĐƚŝŽŶϭϳ͘ϲϴ͘ϬϱϴĐ ;^ƚĞĞƚ>ĞǀĞůͿ Ϯ͕ϭϮϱ ϳ͕Ϯϵϭ ϱ͕ϭϲϲ Ϯϰϯй WƵďůŝĐĐĐĞƐƐ'ĂƌĚĞŶƐ ϲ͕ϮϲϬ Ϭ ϲ͕ϮϲϬ ϲϮϱϵϵϵϬϬй
'ƌĂĚŝŶŐ;WƌĞůŝŵŝŶĂƌǇͿ ĐƵͬǇĚ ϭϱ͕ϮϬϬ ϭϰ͕ϯϬϬ ;ϵϬϬͿ Ͳϲй WĂƌŬŝŶŐWƌŽǀŝĚĞĚ ϭϭϲ ϭϬϰ ͲϭϮ ͲϭϬй
WĂƌŬŝŶŐZĞƋΖĚ ^ĞĐƚŝŽŶϭϳ͘ϱϲ͘ϬϯϬ ϭϬϱ ϵϳ Ͳϴ Ͳϴй
WĞƌĐĞŶƚWƌŽǀŝĚĞĚͬZĞƋΖĚ ϭϭϬй ϭϬϳй Ͳϯй

ŵƉůŽǇĞĞWĂƌŬŝŶŐ Ϭ ϳϳ

sĂƌƐ /ŶĐůƵĚĞĚ /ŶĐ͘
ŝŬĞƐ /ŶĐůƵĚĞĚ /ŶĐ͘
dǇƉĞŽĨŽŶƐƚƌƵĐƚŝŽŶ dǇƉĞ/ͬ/// dǇƉĞ/ͬ///
KĐĐ͘ ZͲϭͬDͬ^ͲϮ ZͲϭͬͲϮ͕ͬ^ͲϮ
ůůŽǁĂďůĞƌĞĂ
ůůŽǁƌĞĂ;Ɛ͘Ĩ͘Ϳ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ^ͲϮ ϳϴ͕ϬϬϬ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ZͲϭ ϰϴ͕ϬϬϬ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ͲϮ Ϯϴ͕ϱϬϬ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ϱϳ͕ϬϬϬ
dǇƉĞ/ ^Ϯ ϰϵ͕ϵϲϬ ϰϳ͕Ϯϳϱ ;Ϯ͕ϲϴϱͿ Ͳϱй
dǇƉĞ/// ϯϭ͕ϰϰϯ ϰϭ͕ϵϲϬ ;ϭϬ͕ϱϭϳͿ ͲϮϱй
^͘͘ŽŶŝŶŐŽĚĞdďů͗ϭϳ͘ϰϬ͘ϬϰϬ ZͲϭ ϭ&Z ϯϮ͕ϲϮϬ Ϯϴ͕Ϭϲϯ ;ϰ͕ϱϱϳͿ Ͳϭϰй DͬͬͲϮǀƐͲϮͬ ϵ͕ϯϱϬ ϰ͕ϵϮϮ ;ϰ͕ϰϮϴͿ Ͳϰϳй
EŽƚĞ͗
;ϭͿ,ŽƚĞůƌŽŽŵƐŝŶĐůƵĚĞĚϮϱйĨĨŽƌĚĂďůĞZŽŽŵZĂƚĞƐ͘
;ϮͿWƌĞǀŝŽƵƐĞĚĞǀĞůŽƉŵĞŶƚŚĂĚWŽƚƚĞĚWůĂŶƚƐŽŶƉĂǀŝŶŐǀƐ͘ŽƵƌĐƵƌƌĞƚŶĚĞƐŝŐŶǁŝƚŚƉůĂŶƚĞƌƐŽŶĂƉŽĚŝƵŵĚĞĐŬ͘ WĂƐƚĞǀĞůŽƉŵĞŶƚͲĂůŝĨŽƌŶŝĂŽĂƐƚĂůŽŵŵŝƐƐŝŽŶZĞƉŽƌƚͲdϭϳĂͲϭϬͲϭϵϵϴͺŽĂƐƚĂůƉƉƌŽǀĂů KĐĐͬ͘ƌĞĂ
ƉƉƌŽǀĞĚǀƐ͘WƌŽƉŽƐĞĚ
ŝƚǇͲŽŶŝŶŐ
'ĂůůĞƌŝĂͬdŚĞ,ĂŶƐĞŶ
ŝƚǇŽĨ^͘͘ŽŶŝŶŐDh/ͲͲͲϮ
ŽĚĞŽŵƉůĂŝŶĐĞͲ͘͘͘ϮϬϮϮ
dĂďůĞϱϬϲ͘Ϯ
ATTACHMENT 18
492
ATTACHMENT 19
493
ͳͳͳ
ǡͻʹ͸͹ʹ
www.scnorthbeach.com -

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July 9, 2024
Adam Atamian

ͻͳͻ

ǡͻʹ͸͹͵

Ǥ ǡ

ǡǡǦ
ǡ
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ǡ

ǤǤ
ǯǯȋǤǤǤȌ ǡ

ǡǤ

Ǥ
ǡ

CHRISTOPHER BUTLER

PRESIDENT

NORTH BEACH COMMUNITY ASSOCIATION

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ǡ

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CHRISTOPHER BUTLER
494
^ĂŶůĞŵĞŶƚĞŚĂŵďĞƌŽĨŽŵŵĞƌĐĞ ͮ ϭϮϯϭWƵĞƌƚĂĞů^Žů͕^ƵŝƚĞϮϬϬ͕^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ ͮ ;ϵϰϵͿϰϵϮͲϭϭϯϭ ͮ ƐĐĐŚĂŵďĞƌ͘ĐŽŵ :ƵůǇϭϵ͕ϮϬϮϰ
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ǀĞƌǇŚŽƚĞůƌŽŽŵŽƌƌĞŶƚĂůƉƌŽƉĞƌƚǇďƌŝŶŐƐŶĞǁǀŝƐŝƚŽƌƐƚŽƚŽǁŶǁŚŽĨƌĞƋƵĞŶƚŽƵƌƌĞƐƚĂƵƌĂŶƚƐ͕ƐƚŽƌĞƐ ĂŶĚďƵƐŝŶĞƐƐĞƐĂŶĚĚĞůŝǀĞƌũŽďƐƚŽƐƵƉƉŽƌƚůŽĐĂůĐŽŵŵĞƌĐĞĂŶĚŽƵƌůŽĐĂůǁŽƌŬĨŽƌĐĞͲͲ ƌĞĚƵĐŝŶŐƚŚĞ ŶĞĞĚƚŽƚƌĂǀĞůŽƵƚƐŝĚĞŽĨƚŽǁŶĨŽƌƐĞƌǀŝĐĞĂŶĚͬŽƌǁŽƌŬ͘ 'ŝǀĞŶƚŚĞƐŚŽƌƚĂŐĞŽĨŶĞǁĂŶĚƌĞŶŽǀĂƚĞĚŚŽƚĞůďĞĚƐŝŶ^ĂŶůĞŵĞŶƚĞ͕ďƵƐŝŶĞƐƐŝƐůŽƐƚƚŽŽƵƌ ŶĞŝŐŚďŽƌŝŶŐĐŝƚŝĞƐŽĨĂŶĂWŽŝŶƚ͕^ĂŶ:ƵĂŶĂƉŝƐƚƌĂŶŽ͕>ĂŐƵŶĂĞĂĐŚĂŶĚĨƵƌƚŚĞƌ͘ƐĂƌĞƐƵůƚ͕^ĂŶ ůĞŵĞŶƚĞƌĞĂůŝǌĞƐĂůŽƐƐŽĨǀĂůƵĂďůĞdKdƚĂǆĞƐǁŚŝĐŚĐŽƵůĚƐƵƉƉŽƌƚ ƚŚĞĐŽƐƚƐŽĨƉƵďůŝĐƐĂĨĞƚǇƐĞƌǀŝĐĞƐ͕ ŝŶĨƌĂƐƚƌƵĐƚƵƌĞŵĂŝŶƚĞŶĂŶĐĞ͕ůŽĐĂůĐĂƉŝƚĂůƉƌŽũĞĐƚƐĂŶĚŽƚŚĞƌŝŵƉŽƌƚĂŶƚĨŝƐĐĂůƌĞƐƉŽŶƐŝďŝůŝƚŝĞƐƚŚĂƚĂƌĞ ŵƵĐŚŶĞĞĚĞĚƚŽŽƉĞƌĂƚĞƚŚĞĐŝƚǇ͘
ŶŽƚŚĞƌƌĞĂƐŽŶĨŽƌŽƵƌƐƵƉƉŽƌƚŽĨŵŽƌĞŚŽƚĞůƌŽŽŵƐŝŶ^ĂŶůĞŵĞŶƚĞŝƐƚŚĂƚŝŶϮϬϮϴ͕ƚŚĞƐƵŵŵĞƌ KůǇŵƉŝĐƐǁŝůůĐŽŵĞƚŽ>ŽƐŶŐĞůĞƐ͘^ƚĂŬĞŚŽůĚĞƌƐĂƌĞĂĚǀŽĐĂƚŝŶŐĨŽƌƚŚĞƐƵƌĨŝŶŐĐŽŵƉĞƚŝƚŝŽŶĂƚ dƌĞƐƚůĞƐ͕ŚŽǁĞǀĞƌƚŚĞƌĞŝƐĐŽŶĐĞƌŶĂďŽƵƚŽƵƌŝŶĂďŝůŝƚǇƚŽƐƵƉƉůǇĂƐƵďƐƚĂŶƚŝĂůŶƵŵďĞƌŽĨŚŽƚĞůƌŽŽŵƐ͘ /ƚǁŽƵůĚďĞŚŝŐŚůǇƵŶĨŽƌƚƵŶĂƚĞŝĨĂŶŽƚŚĞƌĐŝƚǇƐƵĐŚĂƐ,ƵŶƚŝŶŐƚŽŶĞĂĐŚǁĞƌĞƐĞůĞĐƚĞĚďĂƐĞĚŽŶƚŚŝƐ ĨĂĐƚŽƌ͘
dŚĞ,ĂŶƐŽŶ,ŽƚĞů͕ĂƐĚĞƐŝŐŶĞĚĂŶĚƉƌĞƐĞŶƚĞĚďǇ:ŽƌĚĞŶ^ĞŐƌĂǀĞƐƌĐŚŝƚĞĐƚĂŶĚƚŚĞKǁŶĞƌZĂĐŚĞů EĂƐƌĞ͕ĐŽŵƉůŝŵĞŶƚƐŽƵƌ͞^ƉĂŶŝƐŚsŝůůĂŐĞďǇƚŚĞ^ĞĂ͟ǁŚŝůĞƐƵƉƉŽƌƚŝŶŐůŽĐĂůĐŽŵŵƵŶŝƚǇĞŶŐĂŐĞŵĞŶƚ ĂŶĚĞĚƵĐĂƚŝŽŶ͘dŚĞŝŶĐŽƌƉŽƌĂƚŝŽŶŽĨĂĐŽŵŵƵŶŝƚǇĂƌƚƐŐĂƌĚĞŶǁŝƚŚĐƵůƚƵƌĂůĂŶĚŚŝƐƚŽƌŝĐĂůƌĞůĞǀĂŶĐĞ ǁŝůůĞŶĐŽƵƌĂŐĞĂŶĚĞŶŚĂŶĐĞƌĞƐŝĚĞŶƚƐĂŶĚǀŝƐŝƚŽƌƐĂůŝŬĞ͕ǁŚŝůĞƐƵƉƉŽƌƚŝŶŐƐŽŵĞŽĨƚŚĞĞǀŽůǀŝŶŐŐŽĂůƐ ŽĨƚŚĞĐŚĂŵďĞƌ͘
ATTACHMENT 21
495
^ĂŶůĞŵĞŶƚĞŚĂŵďĞƌŽĨŽŵŵĞƌĐĞ ͮ ϭϮϯϭWƵĞƌƚĂĞů^Žů͕^ƵŝƚĞϮϬϬ͕^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ ͮ ;ϵϰϵͿϰϵϮͲϭϭϯϭ ͮ ƐĐĐŚĂŵďĞƌ͘ĐŽŵ &ŝŶĂůůǇ͕ǁĞĂĐŬŶŽǁůĞĚŐĞƚŚĞƚƌĞŵĞŶĚŽƵƐĞĨĨŽƌƚĂŶĚƉůĂŶŶŝŶŐƚŚĂƚŚĂƐŐŽŶĞŝŶƚŽƚŚŝƐƉƌŽũĞĐƚ͕ǁŚŝĐŚ ǁŝůůƐĞƌǀĞĂƐĂĐŽŵŵƵŶŝƚǇŐĂƚŚĞƌŝŶŐƐƉŽƚĂŶĚďĞĂƵƚŝĨƵůůǇƌĞĨůĞĐƚĂŶĚĞŶŚĂŶĐĞ^ĂŶůĞŵĞŶƚĞ͛ƐĐŚĂƌŵ͘ hůƚŝŵĂƚĞůǇ͕ƚŚĞĚĞǀĞůŽƉŵĞŶƚŽĨƚŚŝƐĞŵƉƚǇůŽƚĂƚĂĐŽŵŵƵŶŝƚǇŐĂƚĞǁĂǇǁŝůůƚŚŽƵŐŚƚĨƵůůǇĐŽŶŶĞĐƚĂŶĚ ƌĞǀŝƚĂůŝǌĞƚŚĞEŽƌƚŚĞĂĐŚŶĞŝŐŚďŽƌŚŽŽĚĂŶĚďĞŐŝŶƚŽƌĞͲĐŽŶŶĞĐƚŽƵƌƚŽǁŶ͘ dŚĂŶŬǇŽƵĨŽƌǇŽƵƌĐŽŶƐŝĚĞƌĂƚŝŽŶŽĨƚŚŝƐŵĂƚƚĞƌ͘
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136789
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ELEV. 32.8'
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5% 31.25' F.S.

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ELEV. 27.45'
HOTEL
ENTRY
DN
DN
DN
5%
5%

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26.3' 27.3' 28.3' 29.3' 30.3' 31.3' 32.3' 33.3' 34.3' 35.3' 36.3' 37.3'

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35.3'

36.3'

37.3'

27.3'

32.3'
153'-2"
201'-6"
6'-9"
4'-0"
6'-6"
4'-6"
6'-4"
6'-0"
6'-0"
6'-0"

PROJECT TEAM
Architect:

Jorden Segraves Architect: Inc.
32402 Crown Valley Parkway #102
Dana Point, CA 92629
Contact: Jorden Segraves
Ph: 949.338.2603
The Hanson @ Pico and El Camino Real
Hotel Project - 1801 North El Camino Real - San Clemente - California DATE: 06/01/2025 City Planning Commission
Site Address:Corner of Avenida Pico & El Camino Real
1801 N. El Camino Real
San CLemente, CA
Owner: Rachel Nasre
32101 Peppertree BendSan Juan Capistrano, CA 92675
Contact: Architect JORDEN SEGRAVES AIA, LEED AP, NCARB, CGBP These plans and the design included in them are copyright protected. Under such protection unauthorized use is not permitted in part or in whole. These plans shall not be reproduced or used without written permission by Jorden-Arch. Jorden Segraves Arch. Inc. c Civil:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658

EL CAMINO REAL

AVENIDA PICO
A-3.2 Architectural Landscape Coordination Open Space
OPEN SPACE:

TOTAL LOT AREA: 32,030 S.F. (0.8 AC.)
ZONING MU-1
URBAN OPEN AREA (U.O.A.) REQ'D. 20% (Provided @ Street Level) % of U.O.A. TO BE LANDSCAPE 25%
NOTE:

CALIFORNIA STATE (MWELO);
MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE:LANDSCAPE AND LANDSCAPE IRRIGATION WILL BE DESIGNED TO SUPPORT THE

DEPARTMENT OF WATER RESOURCES (DWR) ADMINISTERED CALIFORNIA STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWELO) GUIDELINES:

IRRIGATION, LANDSCAPE PLANT SPECIES, IRRIGATION ZONES, WATER

EFFICIENCY, SOIL DESIGN AND MANAGEMENT, MULCHING, AND PROGRAMMABLE -

WEATHER SMART IRRIGATION WILL BE DESIGNED FOR A COMPLIANT MAXIMUM

APPLIED WATER ALLOWANCE (MAWA) & ESTIMATED TOTAL WATER USE (ETWU)

FORMULA BASED ON LOCAL CLIMATE, LANDSCAPE AREA, SOLAR EXPOSURE, AND PLANT TYPE. THIS SYSTEM DESIGN WILL BE SUBMITTED AS PART OF THE BUILDING DEPARTMENT REVIEW PROCESS.

DARK SKY:

ALL SITE LIGHTING WILL BE DESIGN TO DARK SKY REQUIREMENTS, FOR THE

SHIELDING OF LIGHT, LIMITING LIGHT TRESPASS, UTILIZING ENERGY-EFFICIENT LIGHTING, ADHERING TO COLOR TEMPERATURE LIMITS. SITE PHOTOMETRIC ANDLIGHTING SPECIFICATIONS WILL BE SUBMITTED FOR REVIEW AS PART OF OURBUILDING DEPARTMENT REVIEW. THE DESIGN TEAM WILL DESIGN TO INDUSTRYBEST PRACTICE AS OUTLINED IN CALIFORNIA TITLE 24 & CALIFORNIA GREENBUILDING CODE STANDARDS, AS WELL AS THE INTERNATIONAL DARK SKY

ASSOCIATION (IDA) GUIDELINES AND REQUIREMENTS TO REDUCE LIGHT POLLUTION AND PROTECT NIGHT SKY, AND NIGHT HABITAT.
(City of San Clemente Zoning Ord.; Section 17.68.050)
% URBAN OPEN AREA: PROVIDED REQ'D.

U.O.A. @ Street Level 7,291 S.F. > 6,406 S.F. 20% (Lot Area) U.O.A. Landscaping 3,637 S.F. > 1,602 S.F. 25% (U.O.A. Req'd.) LANDSCAPE DESIGN BY: ENV-5
REFER. TO LANDSCAPE DRAWINGS FOR ADDITIONAL

INFORMATION
GNATED
/ TRANSFORMER

EA WITH
FS 33.8
FS 34.5
DN
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ELEV. 27.45' ELEV. 27.45
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PA
PA
PA
PA
A
2 510
48 ELEV. 13.36' ELEV. 8.91' +/- 4.5% SLOPE
UP
10 R @ 7" MAX.

MECHANICAL ROOM
(AREA)
ELEV. 9.41'
ELEV. 14.36'
12 3456789

2.95.9 A

6.9 B C D E F G H I J

7.8 ELEV.
(TURN AROUND STALL)

NO PARKINGNO PARKING
NO

PARKING

NO PARKING
NO

PARKING

BOTTOM OF POOL SLAB
(28.05)

BOTTOM OF CAFE SLAB
(28.50)
49 50 51 52 53 54 55 56 57 58 59
61 626364656667
68 7372
71 74
70 69
84 83 82 81 80 79 78 77 76 75
86 87 88 89
36 35 34 33 32 31 37
4645444342
41 40
39 47
60 30
38 85 90
UP

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT
WITH STATE AND LOCAL CODES.

NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

2. DRIVE AISLE 24'-0" MIN.

AVENIDA PICO
Project Summary - P2
TOTAL PARKING P2:

STD 61
EV 0
TOTAL PARKING 61
GARAGE LVL 2 24,342 SF

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
A-4.0 P2 LVL (Basement)
EE
E : ELECTRIC PARKING
5'
10'
20' 30'
40' PLAN NORTH TRUE NORTH
UP - Level P1 Garage DN - Level P2 Garage
GARAGE S-1 OCCUPANCY AREA

CIRCULATION / ACCESSORY AREA
48 ELEV. 13.36' ELEV. 8.91' +/- 4.5% SLOPE
ELEV. 9.41'
ELEV. 14.36'
(TURN AROUND STALL) (T N A OU ST L) TU AR ND TAL

GN KI PA O NRKIN

NO PARKING N AR NG NO RK
NO

PARKING PA

G KIN R O P NARKING NO
NO

NG KI R PA

BOTTOM OF POOL SLAB
(28.05)
49 50 51 52 53 54 55 56 57 58 59
61 626364656667
68 71
7273
74 70
69 84 83 82 81 80 79 78 77 76 75
86 87 88 89
36 35 34 33 32 31 37
4 39
0 41
424344544
6 47
60 38
85 NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

2. DRIVE AISLE 24'-0" MIN.

E E
G
UP
10 R @ 7" MAX.

MECHANICAL ROOM
(AREA)
EV. L E
UP
511
DN
LOBBY
ELEV. 19.35'
+/- 4.5% SLOPE
+/- 4.5% SLOPE
UP
10 R @ 7" MAX.
10 R @ 7" MAX.

DN
TRASH RM.

VALET / RIDE SHARE

WAITING
ELEV. 19.35'
123456789

2.95.9 A

6.9 B C D E F G H I J

7.8 (ELEV. 27.79')
ELEV. 24.0'
ELEV. 27.45'
HC
LIFT
LAUNDRY / H.K.

ELEV.

EV EV EV
BIKE PARK.

LINE OFPOOL ABOVE
DN
UP
UP
HOTEL
ENTRY
ELEV. 22.51'
ELEV. 23.51'

BOTTOM OF POOL SLAB
(28.05)
ELEV. 24.0'

COFFEE SHOP

EV EV EV

NO PARKING

NO PARKING
NO

PARKING

MAIN ELECTRICAL ROOM
(AREA)

CONCIERGE / STORAGE
LINE OFBLDG. ABOVE
LINE OFBLDG. ABOVE
LINE OFBLDG. ABOVE

PUBLIC CAFE
(WALK-UP)
~30.0'
Order / P-U Windows
Covered Trash Bins
91 30
92 93 94 95
6 7 8 9 10 11 12 13 14 15
16171819
20 21
22 104
103 102 101 100 99 98 97
5 4
3 2
1 29 28 27 26 25 24 23
90 96
F.F. 29.50'
ELEV. 27.87'
ELEV. 23.63'ELEV. 24.10'
ELEV. 27.70'
ELEV. 28.30'
ELEV. 28.22' R.O.W.

EL. 19.90'
EL. 25.72' CBC 2022: Section 406.2.2 (Pkg Clr Ht)
CBC 2022: Section 406.2.2 (Pkg Clr Ht)
UP
Ridge Ht. (Elev. 71.83)
Ridge H Ridge Ht. (Elev. 68.75)
ELEV. 27.87'
ELEV. 28.22'
ELEV. 28.30'
ELEV. 27.70'
ELEV. 23.63'
ELEV. 24.10'
P.L.

R.O.W.
9'-1" Plt Ht. (Elev. 64.08)55.00 Third Floor F.F.9'-1" Plt Ht.

44.60 Second Floor F.F.
8'-1" Plt Ht.

35.00 Podium F.F.34.00 Podium F.F.32.51'

14.36'
9 8 7

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT
WITH STATE AND LOCAL CODES.

NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

U.N.O.

AVENIDA PICO
Project Summary - P1

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
TOTAL PARKING: P1
H 6
EV 6
STD 31
TOTAL PARKING 43
GARAGE LVL 1 22,854SF
A-4.1 P1 LVL (Basement)
CAFE/COFFEE LVL 1 1,357 SF
5'
10'
20' 30'
40'
CAFE SQUARE FOOTAGE:

Total Sq. Ft. 1,357 s.f.

Apx. Seating 20 indoor (25% @ 1/15s.f.)
Out Door Seating 10 Seats (~80% @ 1/15s.f.)
(First 8 pastio Seats no Parking)
Total Estimated Seats 30 ( - 8 = 22)Total Parking Required 6 stalls (1/4 Seats) STREET SIDE (WALK-UP) CAFE SQUARE FOOTAGE:
(Part of Garage Type 1 portion of Building)
Total Sq. Ft. 290 s.f.

Apx. Seating 0 indoor (0% @ 1/15s.f.)
Out Door Seating 8 Seats
(First 8 pastio Seats no Parking)
Total Estimated Seats 8 - 8 = 0Total Parking Required 0 stalls (1/4 Seats) GREASE INT. Partial Section - Descending Ramp @ C.L.

PLAN NORTH TRUE NORTH
UP - Level P1 Garage DN - Level P2 Garage
GARAGE S-1 OCCUPANCY AREACIRCULATION / ACCESSORY AREA
B.O.H. AREAS

MAIN ELECTRICAL ROOM A
(AREA)
LOBBY
ELEV. 24.0'
HC
LIFT
DN
UP

COFFEE SHOP

PUBLIC CAFE
(WALK-UP)
F.F. 29.50'
DN
EV. L E
UP
UP
AX. 10 R @ 7" MA 1 @ 7" MAX
10 R @ 7" MAX.

DN
EL. 19.90'
EL. 25.72' CBC 2022: Section 406.2.2 (Pkg Clr Ht) g
ELEV. 19.35'
+/- 4.5% SLOPE
+/- 4.5% SLOPE
TRASH RM.

VALET / RIDE SHARE

WAITING
ELEV. 19.35'
LAUNDRY / H.K.

EV EV EV
BIKE PARK.

LINE OFPOOL ABOVE
ELEV. 22.51'
ELEV. 23.51'

BOTTOM OF POOL SLAB
(28.05)
ELEV. 24.0'

EV EV EV

NOPARKING PARK NG

IN PARKG NO PA
NO

PARKING PARKING CONCIERGE / STORAGE
LINE OFBLDG. ABOVE D
LINE OFBLDG. ABOVE
LINE OFBLDG. ABOVE
91 30
92 93 94 95
6 7 8 9 10 11 12 13 14 15
16171819
20 21
22 104
103 102 101 100 99 98 97
5 4
3 2
1 29 28 27 26 25 24 23
90 96
ELEV. 23.63'ELEV. 24.10'
CBC 2022: Section 406.2.2 (Pkg Clr Ht) 2 2 0 2
NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

U.N.O.
(g )
512

34.00 Podium F.F.

44.60 Second Floor F.F.

55.00 Third Floor F.F.
9'-1" Plt Ht. (Elev. 43.08)
9'-1" Plt Ht.
9'-1" Plt Ht. (Elev. 64.08)

56.58 Third Floor F.F. (Restaurant)
Ridge Ht. (Elev. 71.83') Ridge Ht. (Elev. 72.08)
Ridge Ht. (Elev. 69.50)
Ridge Ht. (Elev. 60.33)
Ridge Ht. (Elev. 46.92)
Ridge Ht. (Elev. 67.33')
P.L.

A D F J
Ridge Ht. (Elev. 46.91)
Ridge Ht. Elev. 54.20
Ridge Ht. Elev. 57.41'
Ridge Ht. (Elev. 72.08)
Ridge Ht. (Elev. 69.50)
Ridge Ht. (Elev. 67.33')
P.L.

A D F J
Ridge Ht. (Elev. 71.83) Ridge Ht. (Elev. 72.08)
Ridge Ht. (Elev. 69.50)
Ridge Ht. (Elev. 45.08)
Ridge Ht. Elev. 54.20
Ridge Ht. (Elev. 46.91)
R.Ht. (Elev. 57.41)
8'-1" PL.8'-1" PL.

Ridge Ht. Elev. 56.67'

LINE OF (E) SIDEWALK
9 8 7 6 5 4 3 2 1

55.00 Third Floor F.F.

44.60 Second Floor F.F.

34.00 Podium F.F.
9'-1" Plt Ht. (Elev. 64.08)
9'-1" Plt Ht.9'-1" Plt Ht.

Ridge Ht. (Elev. 71.83) Ridge Ht. (Elev. 71.83)
Ridge Ht. (Elev. 68.91)
Ridge Ht. (Elev. 74.25')
9 8 7 6 5 4 3 2 1
LINE OF FINISH GRADE.

Basement Justification

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
WEST ELEVATION BASEMENT CALCULATION:

Surface Area 2,642 s.f.

Sub Terrainian 1,705 s.f.

EAST ELEVATION BASEMENT CALCULATION:

Surface Area 2,481 s.f.

Sub Terrainian 1,179 s.f.

SOUTH ELEVATION BASEMENT CALCULATION:

Surface Area 2,012 s.f.

Sub Terrainian 2,012 s.f.

NORTH ELEVATION BASEMENT CALCULATION:

Surface Area 1,400 s.f.

Sub Terrainian 781 s.f.

A-4.1a P1 LVL - Basement Justification
P.L.

West Elevation (El Camino Real)
East Elevation
South Elevation (Avenida Pico) North Elevation
Total Surface Area 8,535 s.f.

Total Sub Terrainian 5,677 s.f.
% Area Sub Terrainian 66.5% > 60.0%
Exposed Basement Area (Level One)
Sub Terrainian Area (Level One)
513
ELEV.

UP
UP

39.5'

33.8'

34.0'

33.8'
LOBBY
ELEV. 27.45'
DN

34.0' 34.0' 34.0' 34.0'
D D
TRASH
H.K.

GUEST
SERV.

POOL BAR
B.O.H.

UP
UP
UP
DN
DN

36.5'

34.5'

35.0'

34.5'

34.0'

34.0' 34.0' 34.0' 34.0' 34.0'

34.0'

34.0' 34.0'

34.5'

35.0'

34.0'

34.5'34.5'

34.0'

34.5'

35.0'

35.0'
UP

PUBLIC CAFE
(WALK-UP)

29.65' 3.3%

30.15' F.S.
+/- ELEV. 29.50'
PA
PA

35.0'

34.0'
F.S. 37.5'

34.0'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA
UP
PA PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATEDUTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA PA
PA
PA
FS 33.8
FS 34.5
5% SLOPE
5% SLOPE
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
FS 33.49
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.0' 34.0'

34.5'

34.0'

35.0'

35.5' TOW

36.5' TOW

35.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

35.5' TOW

33.8' 33.8'

35.5' TOW

35.5' TOW
PA
PA
PA
+/- 6.5%

1.9%

CURB CUT
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"

TRASH STAGING
9 R @ 7" MAX.

DN
UP
3 Hr. Podium
Deck Patio
(Concrete) Green Roof
(Concrete)
Street Level 1

EL CAMINO REAL

AVENIDA PICO
+/- 12,130 s.f. (Street LVL - Area)

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
ADA PATH OF TRAVEL. TO BE COMPLIANT
WITH STATE AND LOCAL CODES.

Project Summary
A1a (329 sf) 1 329A1 (349 sf) 3 1,047A2 (290 sf) 7 2,030A2a (290 sf) 4 1,160A2-1 (382 sf) 1 382A2-2 (306 sf) 1 306A2-3 (205 sf) 2 410A3 (349 sf) 1 349A4 (222 sf) 2 444A4a (227 sf) 1 227A5 (263 sf) 1 263A6 (200 sf) 1 200A7 (140 sf) 2 280A7a (140 sf) 2 280 Total Rooms 29Total Room
Sq Ft 7,394
L1 L2 L3
A-4.2
HOTEL SQUARE FOOTAGE:

STREET LVL 12,375 (Inc. Circulation)
TOTAL HOTEL AREA:Total Hotel Guest Rooms Sq Ft 18,288 s.f. (R-1 Occ.)Total Hotel Circulation/B.O.H. 7,047 s.f. (R-1 Occ.) (R-1 for Building Area Calc.)
Total Guest Amenities 2,973 s.f. (R-1 Occ.)Total Hotel (R-1) Area 28,308 s.f.Total Restaurant (A-2) Area 3,380 s.f.

Total R-1 Area 31,688 s.f.

TOTAL ROOMS:Total Units 61
HOTEL SQUARE FOOTAGE:

STREET LEVEL AMENITIES:
(For Hotel Guest Only)
Pool Side Bar Parking:

Total Sq. Ft. 625 s.f. (B.O.H.)
Apx. Seating 8 indoor (@ 1 per 18")
Out Door Seating 4 Seats
(Hotel Guest Only no Parking)
Level 1 common areas:

Hotel Lobby 853 sf
Guest Lobby/Office 915 sf
Pool Bar(Guest Only) 625 sf
Guest Restrooms 335 sf
Street Side Cafe 245 sf
Total Guest Amenities:

Level 1 2,973 sf
A1b (329 sf) 2 658A1c (349 sf) 3 1,047A1d (316 sf) 1 316A2 (290 sf) 4 1,160A2b (290 sf) 4 1,160A2-3 (205 sf) 2 410A3 (349 sf) 1 349A4b (227 sf) 1 227A5-1 (317 sf) 1 317A8 (371 sf) 1 371A9 (283 sf) 1 283 B2 (519 sf) 1 519B3 (407 sf) 1 407B4 (382 sf) 1 382B6 (484 sf) 1 484 Total Rooms 25Total Room
Sq Ft 8,090
Level 2 common areas:N/A
Total Guest Amenities:

Level 2 000 sf
A1a (329 Sf) 2 658A1b (315 Sf) 1 315A1c (349 Sf) 3 1,047 B-7 (784 Sf) 1 784
Total Rooms 7Total Room
Sq Ft 2,804
Level 3 Public Restaurant:

Restaurant / Bar 2,320 s.f.Restaurant B.O.H. 370 s.f.Restroom/Circ. 690 s.f.

Total Public Restaurant Area:

Level 3 3,380 sf
Total Guest Rooms:Total Guest Rms. 61Total Guest Rm. Sq Ft 18,288 s.f.

Affordable Guest Rms. 16
5'
10' 15'
20'
Circulation 1,763 sf Circulation 3,259 sf
Total Area Level 1 12,130 sf Total Area Level 2 11,349 sf Total Area Level 3 8,209 sf (+/Hotel Services)
Circulation 2,025 sf
A-4a
--

PLAN NORTH TRUE NORTH
(Vert.)
D D

POOL BAR
B.O.H.

H TRAS
A
H.K.

GUEST
SERV.

LOBBY
UP

35.0'
DN
PU

34.0'

L A WL RTA

34.0'

34.5'

35.0'

34.5'34.5'

34.0'

34.5'

35.0'

35.0'
0' 34

34.0'
ELEV.
7" MAX 9R@ 7 MAX. 9 R @ 7 MAX
DN
UP
514
A
B
C
D
E
F
G
H
I
J
K
L
A
B
C
C
D
C
E
F
F
G
D H
I I
J
J
J
J
J
J
K

L L L L
515
ELEV.
9 R @ 7" MAX.
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"
DN.

UP
UP
TRASH
H.K.

GUEST
SERV.

DN
UP
DN
UP
UP
F.S. 37.5'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATEDUTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA
PA
PA
PA
FS 32.3
FS 33.8
FS 34.5
DN
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.5'

34.0'

35.0'

35.5' TOW

35.5' TOW 35.5' TOW 35.5' TOW

35.5' TOW

36.5' TOW

36.5' TOW 35.5' TOW 36.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

35.50'

B / WALK
ELEV. 30.16'
+/- 6.5%

2.0%
CURB CUT 32.68 F.S. 33.12 F.S.

34.3' T.O.W.

ELEV. 32.8'
ELEV. 31.17
ELEV. 31.22

30.28' F.S.

33.02 F.S.
5% 31.25' F.S.

ELEV. 31.50
ELEV. 32.39
5%

34.3' T.O.W. (+6" T.O.C.)

34.3' T.O.W.

SLP. +5
Second LVL

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT WITH STATE AND LOCAL CODES.

AVENIDA PICO

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
Project Summary
A3
A1dA1b
B-3 B-2
HOTEL SQUARE FOOTAGE:

LVL 2 11,359 (Inc. Circulation)
L2
A-4.3
A1b (329 sf) 2 658A1c (349 sf) 3 1,047A1d (316 sf) 1 316A2 (290 sf) 4 1,160A2b (290 sf) 4 1,160A2-3 (205 sf) 2 410A3 (349 sf) 1 349A4b (227 sf) 1 227A5-1 (317 sf) 1 317A8 (371 sf) 1 371A9 (283 sf) 1 283 B2 (519 sf) 1 519B3 (407 sf) 1 407B4 (382 sf) 1 382B6 (484 sf) 1 484 Total Rooms 25Total Room
Sq Ft 8,090
A1c
A1cA1cA1b
A2b A2b A2b
A2 A2 A2 A2
B-4
A-8
A2b A2-3 A2-3
A-4b
A-5-1
A-9
Level 2 common areas:N/A
Total Guest Amenities:

Level 2 000 sf
5'
10' 15'
20' PLAN NORTH TRUE NORTH
H TRAS
H.K.

GUEST
SERV.

DN
UP
DN.

UP
ELEV.
7" MAX 9R@ 7 MAX. 9 R @ 7 MAX
DN
UP
A-4b
A-5-1
UP
A3
A1dA1b
A1c
A1cA1cA1b
A2b A2b A2b
A2 A2 A2 A2
B-4
A2b A2-3 A2-3
B-3 B-2
A-8
A-9
516
ELEV.
10 R @ 7" MAX.

DD
DN.
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"
TRASH
H.K.

GUEST
SERV.

DN
DN
DN
DN.

UP
F.S. 37.5'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATED

UTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA
PA
PA
PA
FS 32.3
FS 33.8
FS 34.5
DN
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.5'

34.0'

35.0'

35.5' TOW

35.5' TOW 35.5' TOW 35.5' TOW

35.5' TOW

36.5' TOW

36.5' TOW 35.5' TOW 36.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT WITH STATE AND LOCAL CODES.

AVENIDA PICO

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
Third LVL
Project Summary
A1b
A1aA1cA1c
A1c
B-7

ROOF TOP LOUNGE
(+/- 2,320 S.F.)

REST ROOMS
(+/- 690 s.f.)
B.O.H.
(+/- 370 s.f.)
BAR
A1a
A-4.4
L3
A1a (329 Sf) 2 658A1b (315 Sf) 1 315A1c (349 Sf) 3 1,047 B-7 (784 Sf) 1 784
Total Rooms 7Total Room
Sq Ft 2,804
RESTAURANT SQUARE FOOTAGE:

Total Sq. Ft. 2,545 s.f.

Apx. Seating 136 Seats (80% @ 1/15s.f.)
Total Estimated Seats 136Total Parking Required 28 stalls (1:5 occ.) Level 3 Public Restaurant:

Restaurant / Bar 2,545 s.f.Restaurant B.O.H. 370 s.f.Restroom/Circ. 690 s.f.

Total Public Restaurant Area:

Level 3 3,605 sf
Total Area Level 3 8,209 sf (Inc. Circulation)
5'
10' 15'
20'
FIRE ACCESS:

ROOF ACCESS LADDER. A
A
A
Note: First 16 seat no parking per Table 17.56.080a, additional parking based on 1 per 5 seats.

Note: Seats based on 80% (Estimated Total Seating Area) of total area @ 1/15 s.f. (CBC 2022; Table 1004.5).

PLAN NORTH TRUE NORTH
TRASH
H.K.

GUEST
SERV.

DN.

LEV.
10 R @ 7" MAX. 7 @R 10 7 MAX @R 10 7 MAX
L
A1b
A1aA1cA1c
A1c
B-7
A1a
DD

REST ROOMS
(+/- 690 s.f.)
B.O.H.
(+/- 370 s.f.) 0
BAR
A

ROOF TOP LOUNGE ROOF TOP L
(+/- 2,320 S.F.) 2,320 S .) 3
A
517

36.75'
SPOT ELEV.

38.04'SPOT ELEV.

38.80'
SPOT ELEV.

39.21'SPOT ELEV.

39.38'SPOT ELEV.
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"
UP
F.S. 37.5'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATED

UTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA
PA
PA
PA
FS 32.3
FS 33.8
FS 34.5
DN
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.5'

34.0'

35.0'

35.5' TOW

35.5' TOW 35.5' TOW 35.5' TOW

35.5' TOW

36.5' TOW

36.5' TOW 35.5' TOW 36.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

34.3' T.O.W.

ELEV. 32.8'
ELEV. 31.22

33.02 F.S.
5% 31.25' F.S.

34.3' T.O.W.

ELEV. 27.45'
HOTEL
ENTRY
DN
DN
DN
5%
5%
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"

EL CAMINO REAL

AVENIDA PICO

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
Roof LVL

ROOF TOP LOUNGE
(+/- 2,850 S.F.)
A-4.5
5'
10' 15'
20'
Project Finishes
ROOF DETAILS:MCA CORONA TAPERED 2 PC MISSION STYLE
COLOR B318-R CAFE BLEND

BOOSTED CLAY TILE
TYP. PITCH 3:12
FLAT ROOF - MECHANICAL WELL WITH MANSARD SCREEN. A
A
A
A

FLAT ROOF - MECHANICAL WELL WITH MANSARD SCREEN & WROUGHT IRON FENCING. B
FALSE CHIMNEY FOR PLUMBING STACKS AND VENTING. C
B A
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FALSE CHIMNEY FOR TRASH / LAUNDRY CHUTE VENT. D
D
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ROOF ACCESS LADDER. 1
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DATE: 06/01/2025 City Planning Commission
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DATE: 06/01/2025 City Planning Commission
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Guest Rm.

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Guest Rm.
525
Garage P1
Garage P2
526

GUESTROOM

GUESTROOM
527
528

GUESTROOM

GUESTROOM
GARAGE P1
GARAGE P2
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SHEET INDEX

TITLE SHEETPODIUM LEVEL GRADING PLAN
C-4
C-2 PRELIMINARY GRADING PLAN
LOT 1, TRACT 14486
1801 NORTH EL CAMINO REAL, SAN CLEMENTE, CA

THE GALLERY
OWNER

CONSTRUCTION NOTES AND QUANTITY ESTIMATE

OWNER'S STATEMENTEROSION CONTROL NOTES
GRADING NOTES (cont.) (

GRADING NOTES
GRADING NOTES (cont.) (

NOTICE TO CONTRACTOR

JOB ADDRESS

LEGAL DESCRIPTION

ARCHITECT

BASIS OF BEARING

SOILS ENGINEER
DATE REVISED: 7-1-06
8 1 1

DEVELOPMENT STATISTICS

SOURCE OF TOPOGRAPHY

VICINITY MAP
C-3C-5 SECTIONS AND DETAILS

UPPER LEVEL PARKING GRADING PLAN

LOWER LEVEL PARKING GRADING PLAN
C-6 TOPOGRAPHIC SURVEY
549
BLOCK 1 B
TRACT 795
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1360, PG. 130 K 136.B
BK. 1609, PG. 90
BK. 1610, PG. 532
06 3
BK 1
1610 PG 532 , G 53 1610, PG 532
B 61. K
1 PG 53 1 10 PG 32 6 5 1 0 PG 32 16 0 G 32 1 PG 53 , 0 16 32 1 , PG 53 6 0 . 2 1 10 PG 3 6 5 2 1 0 G 32 1 10 PG 3 F.F.=35.00
F.F.=27.45
360 PG , BK 1360 PG 136 KB
F.F.=34.00
F.F.=34.00
F.F.=34.00
F.F.=34.00
K.

F.F.=34.00
K. 1609, P BK
BK. 1358, PG. 233
CAFE

RAISED OVERHEAD RA OV R A R E H D O R EA E VE HEAD ED O E HE D V RH A A S D V R E R E H A D O E H A S V R D O E R I E V D A S D O EA RA ED HEAD R E RH AD

GROUND FLOOR UN L OR O D LO R OU D F OO RO ND F O R O O R UN L R G U F R N L O D F GR UN R O D O R N O R GR L O F O R L R LO
ACT 7 5
B O
R CT 79
BLO
RAC 9
B
ACT 79
B C
T A T 79
LO
T ACT 7
C
T
L
A
O
R CT 7
O
O
TR CT 7
B OC
TRA T
LO
T C 5
BLO
RAC 5
O
TR CT 5
BLO
RA T 95
B OC
TR T 79
O
T CT 7 5
T
CK 1
F.F.=34.00
F.F.=34.00 F.F.=34.00 .

F.F.=34.00
F.F.=34.00 F.F
F.F.=34.00
F.F.=34.00 F.F.=34.00
F.F.=34.00 FF 34.

TRASH

ENCLOSURE CL
F.F.=29.50 .F.= F
F.F.=

34.50 F.F.=

35.00 F.F.=

34.50 F.F.=

35.00 F.F.=
F.F.=

34.00 34.00
F.F.=

34.00 F.F.=

34.50 F.F.=

34.00 F.F.=

34.00 F.F.= 34.00 F.F.= 34.00 F.F.= 34.00 F.F.= 34.00 F.F.= 34.00 F.F.=

34.00 F.F.=

34.00 F.F.= 34.00
F.F.=

34.00 POOL BY
OTHERS
K1 B
1 B
C
T 795
C
T T
B
TR
B
RA
LOT
STAIRS

FOR TOP OF WALL TOP OF WALL FOR TOP OF WALL FOR TOPOFWALL FOR TOP OF WALL FOR TOP O FOR TOP OF WALL TO OR F

ON THE ELEVATIONS ON THE ELEVATIONSONTHE EVATIONS ON THE ONSONTHE

PODIUM SEE

ARCHITECTURAL
PG
LEGEND

UTIILITY NOTE

CONSTRUCTION NOTES

EASEMENT NOTE

SEE TOPOGRAPHIC SURVEY
ON SHEET C-6
550
BLOCK 1 B
TRACT 795 TRA
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1358, PG. 233
BK. 1360, PG. 130 K 136.B
BK. 1609, PG. 90
BK. 1610, PG. 532
06 3
P G.F.F.=23.51 G.F.F.=19.35
PG
G. 532
POOL EQUIP.

BIKE PARK EV EV EV EV EV EV
F.F.=24.00
R
9 T
CK 1
G.F.F.=19.35 FF

LAUNDRY

VALET/RIDE SHARE
TRASH
K
A

MECHANICAL C
F.F.=27.45
360 PG , BK 1360 PG 136 KB
F.F.=34.00 F.F.=3
CAFE
LO
ACT 7 5
B O
R CT 79
BLO
RAC 9
B
ACT 79
B C
T A T 79
LO
T ACT 7
C
T
L
A
O
R CT 7
O
O
TR CT 7
B OC
TRA T
LO
T C 5
BLO
RAC 5
O
TR CT 5
BLO
RA T 95
B OC
TR T 79
O
T CT 7 5
T
CK 1
F.F.=34.00 FF 34.

TRASH

ENCLOSURE
F.F.=29.50
B
C
T 795
C
T T
B
TR
B
RA
LOT
LEGEND

UTIILITY NOTE

CONSTRUCTION NOTES

EASEMENT NOTE

SEE TOPOGRAPHIC SURVEY
ON SHEET C-6
551
BLOCK 1 B
TRACT 795 TRA
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1358, PG. 233 B G 5
K. 1360, PG. 130 KB 136.

BK. 1609, PG. 90
BK. 1610, PG. 532
G.F.F.=14.36
G.F.F.=8.91
90 PG.

G.F.F.=13.36
MECH. ROOM MECH OOM
F.F.=9.41 F F = 4 .

G.F.F.=9.41 .F.F.=9.41 G
06 3
F.F.=27.45
360 PG , BK 1360 PG 1 KB
F.F.=34.00 F.F.=34 0
LO
ACT 7 5
B O
R CT 79
BLO
RAC 9
B
T 79
B C
T A T 79
LO
T ACT 7
C
T
L
A
O
R CT 7
O
O
TR CT 7
B OC
TRA T
LO
T C 5
BLO
RAC 5
O
TR CT 5
BLO
RA T 95
B OC
TR T 79
O
T CT 7 5
CK 1
T
C
F.F.=34.00 FF 34.

F.F.=29.50 .F.= F
B
C
T 795
C
T T
B
TR
B
R
LOT
LEGEND

UTIILITY NOTE

CONSTRUCTION NOTES

EASEMENT NOTE

SEE TOPOGRAPHIC SURVEY S
ON SHEET C-6
552

SECTION

CONSTRUCTION NOTES
553
BLOCK 1 B
TRACT 795 TRA
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1358, PG. 233 B G 5
K. 1360, PG. 130 KB 136.

BK. 1609, PG. 90
BK. 1610, PG. 532
06 3
EASEMENT NOTES:
554
555
Attachment 3
556
557
558
559
560
561
562
563
564
565
Attachment 4
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
32402 Crown Valley Parkway #102 - Dana Point - California - 92629 - ph. 949.338.2603 - Page 1 of 1 Continuance Letter Continuance Letter
Job NO. 2023 - 020
DATE: October 09, 2025
Reference:Reference: Reference: Reference: SPP22.321, 22.321, 22.321,CUP22.322, 22.322, 22.322,CHP22.323 Revised:Revised: Revised: Revised: DP 25-324
(Appeal (Appeal (AppealUnite Here Local 11)
APN# 057.191.60 057.191.60057.191.60 057.191.60
N-Tract#14486
Project ProjectAddress: Address:Address: Address:

The Galleria “The Hansen” 1801
North El Camino Real San
Clemente, CA 92673
Attention:Attention: Attention: Attention:

Adam Atamian
Deputy Director of Community Development
c/o John Ciampa
City of San Clemente Contract Planner
910 Calle Negocia
San Clemente, CA 92673
Ph: 949.246.5913
Adam,
We understand that the City of San Clemente (Lead Agency) for the above-referenced project is currently unable to address the appeal in a timely manner due to ongoing staff review and documentation.

To ensure that the appeal is considered fairly and with the most accurate and comprehensive project review possible, the client and I are requesting a continuation of our hearing, dated October 21st, 2025. We are asking for a continuation on or before January 31, 2026, to allow the Lead Agency sufficient time to review and prepare its documentation for our project.

The client and I are committed to working collaboratively with the Lead Agency, its responsible agencies, and consultants, to ensure a thorough and transparent CEQA process, and we believe continuance will help to facilitate this.

Please confirm receipt of this letter and let me know if you require anything else from my client or I to support this request.

Thank you in advance for your time and consideration in helping my client expedite the processing of our application and project.

Respectfully submitted by:

Jorden Segraves, AIA, LEED AP, NCARB
Principal
JORDEN SEGRAVES ARCHITECT: INC.
ph 949.338.2603
Attachment 5
605
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING
CITY OF SAN CLEMENTE 1
Meeting Date: October 21, 2025 Agenda Item: 8B.

Submitted By: Building Division
Prepared By: Robert Ferguson, Building Official
Subject:
..titl e
INTRODUCTION (FIRST READING) OF AN ORDINANCE TO AMEND CHAPTER 8.16 AND TITLE 15 OF THE SAN CLEMENTE MUNICIPAL CODE TO ADOPT THE 2025 CALIFORNIA

BUILDING CODE REGULATIONS WITH CERTAIN ADDITIONS, AMENDMENTS, AND DELETIONS ..body
Fiscal Impact:

None.

Summary:

January 1, 2026 is the statewide effective date established by the California Building Standards Commission for the new 2025 California Building Standards Code. In order for these building regulations to be effective with local amendments on January 1, 2026, it is necessary to adopt the attached building codes by ordinance. The proposed ordinance will amend Chapter 8.16 and Title 15 of the San Clemente Municipal Code to adopt the most current mandatory State regulations while allowing the City to address special local conditions.

Background:

The California Building Standards Code, Title 24, are the established minimum regulations for the design and construction of buildings and structures in California. Every three years, the State of California Building Standards Commission (BSC) reviews the newest model codes published by various independent code-developing bodies. These model codes are sent to the BSC and the other state agencies that propose or adopt building standards. These model codes with state amendments from the various state agencies become the California Building Standards Code.

The proposed Ordinance (Attachment 1) adopts the building regulations prescribed by state law.

In addition, the proposed Ordinance adopts local amendments to those codes based on special local conditions, including administrative provisions for the enforcement of these Codes.

Pursuant to Health and Safety Code section 18941.5, any city, county, or fire protection district may establish more restrictive amendments to the building standards than those contained in the California Building Standards Code (California Code of Regulations, Title 24), if the amendment is reasonably necessary because of local climatic, geological, or topographical conditions.

The Ordinance provides findings that local conditions make the changes to the California Building, Residential, Electrical, Mechanical, Plumbing, Wildland-Urban Interface and Existing Building Codes reasonably necessary for building occupancies in the City to address special construction and fire issues unique to San Clemente related to unstable geotechnical, expansive 606
Meeting Date: October 21, 2025 Agenda Item: 8B.

CITY OF SAN CLEMENTE 2
and corrosive soils conditions, topography, dry Santa Ana wind conditions, and the City’s proximity to natural canyons and grassy areas. A summary of local amendments proposed by City staff and/or the Orange County Fire Authority (OCFA) is included as Attachment 1, Exhibit A.

As with previous code adoptions, the San Clemente Building Division strives to minimize code amendments except where administrative in nature or where needed to address special construction and fire issues unique to San Clemente.

California Code of Regulations, Title 24 - the 2025 California Building Standards Code, incorporates the family of codes listed below and becomes effective statewide on January 1, 2026:

Part 1 of Title 24
2025 California Administrative Code - SCMC 15.05
Part 2 of Title 24
2025 California Building Code (Volumes 1 & 2) - SCMC 15.08 [Based on the 2024 International Building Code (IBC) as amended by the State] Part 2.5 of Title 24
2025 California Residential Code - SCMC 15.22
[Based on the 2024 International Residential Code (IRC) as amended by the State] Part 3 of Title 24
2025 California Electrical Code - SCMC 15.12
[Based on the 2023 National Electrical Code (NEC) as amended by the State] Part 4 of Title 24
2025 California Mechanical Code - SCMC 15.16
[Based on the 2024 Uniform Mechanical Code (UMC) as amended by the State] Part 5 of Title 24
2025 California Plumbing Code - SCMC 15.20
[Based on the 2024 Uniform Plumbing Code (UPC) as amended by the State] Part 6 of Title 24
2025 California Energy Code - SCMC 15.11
Part 7 of Title 24
2025 California Wildland-Urban Interface Code - SCMC 15.13 [Based on the 2024 International Wildland-Urban Interface Code] Part 8 of Title 24
2025 California Historical Building Code - SCMC 15.17
Part 9 of Title 24
2025 California Fire Code - SCMC 8.16
607
Meeting Date: October 21, 2025 Agenda Item: 8B.

CITY OF SAN CLEMENTE 3
Part 10 of Title 24
2025 California Existing Building Code - SCMC15.23
Part 11 of Title 24
2025 Green Building Standards Code - SCMC 15.14
Part 12 of Title 24
2025 California Referenced Standards Code - SCMC 15.18
Government Code section 50022.3 requires that the City Council set a public hearing following the first reading of an ordinance to adopt a uniform code and further requires that the public hearing notice be published.

Council Options:
 Introduce and conduct the first reading of Ordinance No. 1796.  Modify Ordinance No. 1796 and conduct a first reading.  Direct staff to return to Council with additional information.  Take no action.

Environmental Review/Analysis:

This ordinance is not subject to the requirements of California Environmental Quality Act (“CEQA”) for the following reasons:

A. This Ordinance is not a “project” within the meaning of State CEQA Guidelines, section 15378, because it has no potential for resulting in direct or indirect physical change in the environment.

B. This Ordinance is exempt under section 15061(b)(3), the general rule exemption, because it can be seen with certainty that there is no possibility that this code amendment will have a significant effect on the environment.

Recommended Actions:

Staff Recommendation ..recommendation
Staff recommends that the Council take the following actions:

1. Introduce for first reading Ordinance No. 1796 entitled, “AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SAN CLEMENTE, CALIFORNIA, AMENDING TITLE 15, CHAPTERS 15.05, 15.08, 15.11, 15.12, 15.14, 15.16, 15.17, 15.18, 15.20, 15.22, 15.23 OF AND TITLE 8, CHAPTER 8.16 OF AND ADDING CHAPTER 15.13 TO THE SAN CLEMENTE MUNICIPAL CODE AND, ADOPTING BY REFERENCE THE 2025 CALIFORNIA BUILDING STANDARDS CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24), CONSISTING IN PART OF THE 2025 CALIFORNIA ADMINISTRATIVE CODE, THE 2025 CALIFORNIA BUILDING CODE, THE 2025 CALIFORNIA RESIDENTIAL CODE, THE 2025 CALIFORNIA 608
Meeting Date: October 21, 2025 Agenda Item: 8B.

CITY OF SAN CLEMENTE 4
ELECTRICAL CODE, THE 2025 CALIFORNIA MECHANICAL CODE, THE 2025 CALIFORNIA PLUMBING CODE, THE 2025 CALIFORNIA FIRE CODE, THE 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE, THE 2025 CALIFORNIA ENERGY CODE, THE 2025 CALIFORNIA WILDLAND-URBAN INTERFACE CODE, THE 2025 CALIFORNIA HISTORICAL BUILDING CODE, THE 2025 CALIFORNIA EXISTING BUILDING CODE, AND THE 2025

CALIFORNIA REFERENCED STANDARDS CODE, TOGETHER WITH CERTAIN

ADDITIONS, AMENDMENTS, AND DELETIONS THERETO AND REPEALING ORDINANCE NO.1738;” and

2. Find that the changes and modifications to the 2025 Editions of the California Building, Plumbing, Mechanical, Electrical, Residential, Wildland-Urban Interface Code, Existing Building, and Fire Codes are reasonably necessary due to local climatic, geological, or topographical conditions in San Clemente. Other amendments are of an administrative or procedural nature and concern themselves with subjects that are not covered by the Code or are reasonably necessary to safeguard life and property within the City of San Clemente.

Adoption of these codes as amended will implement the latest codes in the City, and complies with current State law and Repeals Ordinance No.1738; and

3. Set a Public Hearing for November 4, 2025, to consider the adoption of Ordinance No. 1796, and direct staff to advertise the Public Hearing as required by State law. ..end
Attachment:

1. Ordinance No. 1796
a. Exhibit A - Summary of Amendments Matrix - 2025 California Building, Electrical, Mechanical, Plumbing, Residential, Wildland-Urban Interface, Existing Building, and Fire Codes

2. Strike-through/Underline Version of Ordinance Sections 4-17

3. Public Hearing Notice
Notification:

California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, CA 95833-2936
[email protected]
609
Attachment 1
ORDINANCE NO. 1796

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF SAN CLEMENTE, CALIFORNIA, AMENDING TITLE
15, CHAPTERS 15.05, 15.08, 15.11, 15.12, 15.14, 15.16,

15.17, 15.18, 15.20, 15.22, 15.23 OF AND TITLE 8,
CHAPTER 8.16 OF AND ADDING CHAPTER 15.13 TO

THE SAN CLEMENTE MUNICIPAL CODE AND,
ADOPTING BY REFERENCE THE 2025 CALIFORNIA

BUILDING STANDARDS CODE (CALIFORNIA CODE
OF REGULATIONS, TITLE 24), CONSISTING IN PART
OF THE 2025 CALIFORNIA ADMINISTRATIVE CODE,
THE 2025 CALIFORNIA BUILDING CODE, THE 2025
CALIFORNIA RESIDENTIAL CODE, THE 2025
CALIFORNIA ELECTRICAL CODE, THE 2025
CALIFORNIA MECHANICAL CODE, THE 2025
CALIFORNIA PLUMBING CODE, THE 2025
CALIFORNIA FIRE CODE, THE 2025 CALIFORNIA
GREEN BUILDING STANDARDS CODE, THE 2025
CALIFORNIA ENERGY CODE, THE 2025 CALIFORNIA
WILDLAND-URBAN INTERFACE CODE, THE 2025

CALIFORNIA HISTORICAL BUILDING CODE, THE
2025 CALIFORNIA EXISTING BUILDING CODE, AND
THE 2025 CALIFORNIA REFERENCED STANDARDS

CODE, TOGETHER WITH CERTAIN ADDITIONS,

AMENDMENTS, AND DELETIONS THERETO AND
REPEALING ORDINANCE NO.1738
WHEREAS, Health & Safety Code Section 17958 mandates that the City of San Clemente (“City”) adopt ordinances or regulations imposing the requirements of the most recent editions of international or uniform industry codes adopted by the State pursuant to Health & Safety Code Section 17922; and
WHEREAS, the State of California is mandated by Health & Safety Code Section 17922 to impose the same requirements as are contained in the uniform codes. The State adopts and publishes codes every three years for building and construction throughout the State (hereinafter referred to collectively as “Codes”); and WHEREAS, the California Building Standards Commission recently adopted the 2025 Edition of the California Building Standards Code; and WHEREAS, pursuant to Government Code section 50022.1 et seq., the City may adopt by reference the California Building Standards Code, 2025 Edition as provided in Title 24 of the California Code of Regulations and other codes; and 610
Ordinance No. 1796 Page 2
2 WHEREAS, Health & Safety Code Section 17958.5 and 18941.5 permit the City to adopt the California Building Standards Code and to make such changes or modifications to the Codes as are reasonably necessary because of local climatic, geological, or topographical conditions; and
WHEREAS, the Building Official and Director of Community Development have recommended that changes and modifications be made to certain Codes and have advised that said changes and modifications to the California Building Code, 2025 Edition; the California Residential Code, 2025 Edition; the California Electrical Code, 2025 Edition; the California Mechanical Code, 2025 Edition; the California Plumbing Code, 2025 Edition; the Existing Building Code, 2025 Edition and the California Wildland-Urban Interface Code, 2025 Edition are reasonably necessary due to local conditions in the City of San Clemente and have further advised that the remainder of said changes and modifications are of an administrative or procedural nature, or concern themselves with subjects not covered by the Code or are reasonably necessary to safeguard life and property within the City of San Clemente. Also, the various parts of the California Building Standards Code shall also be adopted by ordinance to include the 2025 California Administrative Code, the 2025 California Energy Code, the 2025 California Green Building Standards Code, the 2025 California Historical Building Code, and the 2025 California Referenced Standards Code with no local amendments.

The California Fire Code, 2025 Edition changes and modifications developed by Orange County Fire Authority are included in this ordinance.

NOW, THEREFORE, BE IT ORDAINED by the City Council for the City of San Clemente as follows:

The City of San Clemente adopts the following parts of the 2025 California Building Standards Codes with certain local additions, amendments, and deletions, amending the San Clemente Municipal Code,
Title 15 Buildings and Construction
Chapter 15.08 Building Code
Chapter 15.12 Electrical Code
Chapter 15.13 Wildland-Urban Interface Code
Chapter 15.16 Mechanical Code
Chapter 15.20 Plumbing Code
Chapter 15.22 Residential Code
Chapter 15.23 Existing Building Code
Title 15 Building and Construction, the remaining parts of the 2025 California Building Standards Codes that the City is not amending.

Chapter 15.05 Administrative Code
Chapter 15.11 Energy Code
Chapter 15.14 Green Building Standards Code
Chapter 15.17 Historical Building Code
Chapter 15.18 Referenced Standards Code
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3 Title 8 Health and Safety
Chapter 8.16 Fire Code Amended by Orange County Fire Authority Section 1. Recitals. The recitals above are each incorporated by reference and adopted as findings by the City Council.

Findings. Based on the foregoing and the below findings, the City Council of the City of San Clemente does hereby find that the proposed amendments to each of the sections of the 2025 Edition of the California Building Standards Code to be amended, added, modified, changed, or deleted are reasonably necessary for reasons of local climatic, geologic, and topographic conditions as set forth in “Exhibit A” of this Ordinance. The City Council finds and determines there is a need to adopt the changes or modifications to the Codes because of local climatic, topographical, and geological conditions as follows:

Section 2. Findings. The City Council finds and determines there is a need to adopt the changes or modifications to the Codes because of local climatic, topographical, and geological conditions as follows:

I. Climatic Conditions
A. The jurisdiction of San Clemente is located in a semi-arid Mediterranean type climate. It annually experiences extended periods of high temperatures with little or no precipitation. Hot, dry (Santa Ana) winds, which may reach speeds of 70 m.p.h., or greater, are also common to the area. These climatic conditions cause extreme drying of vegetation and common building materials.

Frequent periods of drought and low humidity add to the fire danger. This predisposes the area to large destructive fires (conflagration). In addition to directly damaging or destroying buildings, these fires are also prone to disrupt utility services throughout the City. Obstacles generated by a strong wind, such as fallen trees, street lights and utility poles will greatly impact the response time to reach an incident scene.

B. The climate alternates between extended periods of drought and brief flooding conditions. Flood conditions may affect the Orange County Fire authority’s ability to respond to a fire or emergency condition. Floods also disrupt utility services to buildings and facilities within the City.

C. Water demand in this densely populated area far exceeds the quantity supplied by natural precipitation; and although the population continues to grow, the already-taxed water supply does not. Due to storage capacities and consumption, and a limited amount of rainfall future water allocation is not fully dependable. This necessitates the need for additional and on-site fire protection features.
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4 D. These dry climatic conditions and winds contribute to the rapid spread of even small fires originating in high-density housing or vegetation. These fires spread very quickly and create a need for increased levels of fire protection.

The added protection of fire sprinkler systems and other fire protection features will supplement normal fire department response by providing immediate protection for the building occupants and by containing and controlling the fire spread to the area of origin. Fire sprinkler systems will also reduce the use of water for firefighting by as much as 50 to 75 percent.

E. These climatic conditions are applicable to amendments of the 2025 California Building Code Sections 901.2, 903.2, 903.2.8, 1505.1 and to the 2025 California Fire Code Sections 903, 2808.

II. Topographical Conditions:

A. Natural; slopes of 15 percent or greater generally occur throughout the City.

The elevation change caused by the hills creates the geological foundation on which communities within the City are built and will continue to build. With much of the populated flatlands already built upon, future growth will occur on steeper slopes and greater constraints in terrain.

B. Traffic and circulation congestion is an artificially created, obstructive topographical condition, which is common throughout the City.

C. These topographical conditions combine to create a situation, which places fire department response time to fire occurrences at risk and makes it necessary to provide automatic on-site fire-extinguishing systems and other protection measures to protect occupants and property.

D. These topographical conditions are applicable to amendments of the 2025 California Building Code Sections 3109.2; the 2025 California Residential Code Sections R309.1, R309.1.1, R309.1.2, R309.2, R309.2.1, R402.2, R602.10.4.1, R1001 and to the 2025 California Fire Code Sections 305, 307, 903, 2808.

III. Geological Conditions:

A. The City is a densely populated area that has buildings constructed over and/or near a vast and complex network of faults that are believed to be capable of producing future earthquakes similar or greater in size than the 1994 Northridge and the 1971 Sylmar earthquakes. Earthquake faults run along the northeast and southwest boundaries of Orange County. The Newport-Inglewood Fault, located within Orange County was the source of the destructive 1933 Long Beach earthquake (6.3 magnitude) which took 120 lives and damaged buildings in an area that ran from Laguna Beach to Marina Del Rey to Whittier. In December 1989, another earthquake occurred in the jurisdiction of Irvine at an unknown fault line. Regional planning for 613
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5 reoccurrence of earthquakes is recommended by the State of California, Department of Conservation.

B. Previous earthquakes have been accompanied by disruption of traffic flow and fires. A severe seismic event has the potential to negatively impact any rescue or fire suppression activities because it is likely to create obstacles similar to those indicated under the high wind section above. The October 17, 1989, Santa Cruz earthquake resulted in one major fire in the Marina District (San Francisco). When combined with the 34 other fires locally and over 500 responses, the department was taxed to its fullest capabilities. The Marina fire was difficult to contain because mains supplying water to the district burst during the earthquake. This situation creates the need for both additional fire protection and automatic on-site fire protection for building occupants. State Department of Conservation noted in their 1988 report (Planning Scenario on a Major Earthquake on the Newport-Inglewood Fault Zone, page 59), “unfortunately, barely meeting the minimum earthquake standards of building codes places a building on the verge of being legally unsafe.” C. Road circulation features located throughout the City also make amendments reasonably necessary. There are major roadways, highways and flood control channels that create barriers and slow response times. Hills, slopes, street and storm drain design, accompanied by occasional heavy rainfall, causes roadway flooding and landslides and at times may make an emergency access route impassable. There are areas in Orange County that naturally have extended emergency response times that exceed the 5-minute goal.

D. Soils throughout the City possess corrosive properties that reduce the expected usable life of water services when metallic pipes come in contact with these soils.

E. Expansive soils throughout the City combined with predominant hillside conditions, groundwater and occasional flooding raise the potential for ground slippage, ground erosion, slope failure and building damage.

F. Portions of Orange County contain active or former oil production fields.

These areas contain a variety of naturally occurring gasses, liquids and vapors. These compounds present toxicity or flammability hazards to building occupants. Evaluation of these hazards and the risks they pose to development is necessary implement for appropriate mitigation.

G. Due to the topographical conditions of sprawling development separated by waterways and narrow and congested streets and the expected infrastructure damage inherent in seismic zone described above, it is prudent to rely on automatic fire sprinkler systems to mitigate extended fire department response time and keep fires manageable with reduced fire flow (water) resources available for a given structures. Additional fire protection is also justified to 614
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6 match the current resources of firefighting equipment and personnel within the Orange County Fire Authority.

H. These geological conditions are applicable to amendments of the 2025 California Building Code Sections 1502.4, 1505.1.1, tbl 1807.1.6, 3109.2; the 2025 California Electrical Code Section 300.5; the 2025 California Mechanical Code Sections 504.3, 1308.4; the 2025 California Plumbing Code Sections 604.1, 604.3, 609.3, 610.8, 701.2, 1208.5; the 2025 California Residential Code Sections R402.2, R405.1, R602.10.4.1.

Furthermore, the City Council finds that the proposed amendments to the various codes meets the State mandate for local modifications to the State Standard Building Codes being more restrictive and reasonably necessary because of local climatic, geological or topographical conditions.

Additional amendments are found to be either administrative or procedural in nature or to concern themselves with subjects not covered in the Codes. They are necessary for administrative clarification, and do not modify a building standard pursuant to California Health & Safety Code Sections 17958, 17958.7, and/or 18941.5. These administrative amendments establish administrative standards for the effective enforcement of the building standards in the City. The changes made include provisions making each of said Codes compatible with other codes enforced by the City and fee schedules.

A copy of this Ordinance adopting the 2025 California Building Standards Code, as amended, shall be filed with the California Building Standards Commission by the City Clerk of the City of San Clemente.

Section 3. CEQA Findings. The City Council finds that this ordinance is not subject to the requirements of California Environmental Quality Act (“CEQA”) for the following reasons:

Code Amendments. Based on the foregoing, the City Council of the City of San Clemente does hereby find that the proposed amendments to the 2025 Edition of the California Building Standards Code are reasonably necessary for reasons of local climatic, geologic, and topographic conditions as set forth in “Exhibit A” of this Ordinance. The following amendments are made to the below-listed sections, subdivisions, and subsections of Title 15 of the San Clemente Municipal Code:
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7 Section 4. Chapter 15.05. Chapter 15.05 of the San Clemente Municipal Code, “Administrative Code” is hereby amended to read as follows:

Chapter 15.05 ADMINISTRATIVE CODE

15.05.010 Administrative Code Adopted – Where
filed.

The 2025 California Administrative Code is hereby adopted and a copy held for public review in the Building Division.

Section 5. Chapter 15.08. Chapter 15.08 of the San Clemente Municipal Code, “Building Code” is hereby amended to read as follows:

Chapter 15.08 BUILDING CODE

15.08.010 Building Code Adopted – Where filed.

15.08.020 Division II of Chapter 1 amended — administration.

15.08.025 Chapter 2 amended — Definitions.

15.08.030 Chapter 4 amended — Special Detailed Requirements Based on Use and Occupancy.

15.08.035 Chapter.

15.08.040 Chapter 9 amended — Fire Protection Systems.

15.08.050 Chapter 15 amended — Roof Assemblies and Rooftop Structures.

15.08.060 Chapter 18 amended — Soils and Foundations.

15.08.070 Chapter 31 amended — Special Construction.

15.08.080 Reserved.

15.08.090 Reserved.

15.08.100 Construction of Off-Street Parking Lots.

Section 15.08.010 Building Code Adopted – Where
filed.

For the purpose of prescribing regulations for
erection, construction, enlargement, alteration,
replacement, repair, improvement, removal,
movement, conversion, demolition, use and
occupancy, equipment, height, location, maintenance,
and areas of every building or structure or any
appurtenances connected or attached to such
building or structure in the City, the California Building Code (“CBC”), 2025 Edition, based on the 2024
International Building Code as published by the
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8 International Code Council, including Chapter 1 and
Appendix I, is hereby adopted, as modified in this
Chapter. A copy is on file for public examination in the City's Building Division Office.

15.08.020 Division II of Chapter 1 amended —
Administration.

Division II of Chapter 1 of CBC is hereby amended as
follows:

Exception: Detached one- and two-family
dwellings and multiple single-family dwellings
(townhouses) not more than three stories above
grade plane in height with a separate means of
egress and their accessory structures not more
than three stories above grade plane in height,
shall comply with the California Residential Code.

The provisions of these codes shall apply to and
affect all of the territory of the City of San
Clemente, except work located primarily in a
public way, public utility towers and poles,
mechanical equipment not specifically regulated in
these codes, hydraulic flood control structures,
facilities for the production, generation, storage or
transmission of water or electrical energy by a
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9 local agency, and except as exempted by these
codes.

C. Section 101.2.1 Appendices is amended to add a
sentence to read: Appendix I Patio Covers is adopted
by reference.

D. A new Subsection 101.4.9 is hereby added to Section
101 to read in its entirety as follows:
101.4.9 Green Code. The provisions of the California
Green Building Standards Code shall apply to design
and construction of buildings for sustainability.

E. Subsection 105.2 is hereby amended by deleting
items 1 through 13 under the heading “Building” and
replacing them with the following:

Building:

1. One-story detached accessory buildings and
structures used as tool and storage sheds,
playhouses and similar uses and structures such
as portable shade cloth structures, provided the
floor area does not exceed 120 square feet or a
wall height of 8 feet. Such structures must comply
with the setback and height requirements of the
City Zoning Ordinance and the Fire Code.

2. Fences other than swimming pool barriers, not
over 6 feet high. Masonry fences under 42 inches
in height above finish grade.

3. Oil derricks.

4. Retaining walls that are not over 4 feet in height
measured from the bottom of footing to the top of
wall unless supporting a surcharge, impounding
Class I, II or IIIA liquids, or if on a slope less than 1 in 3. Retaining walls on slopes greater than 1 in 3
are required to be reviewed by engineering and
planning divisions to determine if permitting is
required.
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10 5. Water tanks supported directly on grade if the
capacity does not exceed 5,000 gallons and the
ratio of height to diameter or width does not
exceed 2:1 and not on or within 7 feet of a
descending slope.

6. Detached decks, platforms or similar structures
not exceeding 200 square feet in area, walkways,
sidewalks and driveways that are not more than
30 inches above adjacent grade, and not over any
basement or story below, and are not part of a
required exit means of egress, and are not part of
an accessible route.

7. Painting, papering, tiling (except shower
enclosures), carpeting, cabinets, counter tops and
similar finish work that does not involve electrical,
mechanical or plumbing work.

8. Temporary motion picture, television and theater
stage sets and scenery when approved by special
use permit.

9. Prefabricated swimming pools accessory to a
Group R-3 occupancy that are less than 18 inches
deep, do not exceed 5,000 gallons and are
installed entirely above ground.

10.Shade cloth structures constructed for nursery or
agricultural purposes, not including service
systems that meet zoning requirements.

11.Swings and other playground equipment
accessory to detached one- and two-family
dwellings.

12.Window awnings supported by an exterior wall
that do not project more than 54 inches from the
exterior wall and do not require additional support
of Group R-3 and U occupancies.

13.Non-fixed and movable fixtures, cases, racks,
counters and partitions not over 5 feet 9 inches in
height.
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11 14. Ground mounted Radio and television antenna,
and flagpoles not higher than the setback from the
property line and not more than 20 feet (20) feet in
height measured from grade. Small dish receivers
mounted on Residential uses.

Unless otherwise exempted, separate plumbing,
electrical and mechanical permits will be required for
the above-exempted items.

F. Subsection 105.3.2 is hereby amended to read in its
entirety as follows:
105.3.2 Time limitation of application. An
application for a permit for any proposed work shall
be deemed to have been abandoned 12 months after
the date of filing, unless such application has been
pursued in good faith or permit has been issued;
except that the building official is authorized to grant one or more extensions of time for additional periods
not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause
demonstrated. The total period of application
extensions granted shall not exceed an additional 18
months. In order to renew action on an application
after expiration, the applicant shall resubmit plans and pay a new plan check fee.

G. Subsection 105.5 is hereby amended to read in its
entirety as follows:

105.5 Expiration. Every permit issued shall become
invalid unless the work on the site authorized by such
permit is commenced within 12 months after its
issuance, or if the work authorized on the site by such permit is suspended, abandoned, or if an inspection is
not requested within a period of 180 days and an
approved inspection that shows work is progressing.

The extension shall be requested in writing prior to
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12 the permit expiring and show justifiable cause
demonstrating that circumstances beyond the control
of the permittee have prevented action from being
taken. Pursuant to this paragraph, the Building
Official or his/her designee is authorized to grant, in writing, one or more extensions of time for a period
not more than 180 days. The completion of
construction shall not extend beyond the timeframes
mandated in Section 105.8 of this code even with
such extension.

Before such work can be recommenced after a permit
expires, a new permit shall first be obtained, and a fee therefore shall be one half the amount required for a
new permit for such work, provided no changes have
been made or will be made in the original plans and
specifications for such work, and provided further that such suspension or abandonment has not exceeded
one year. In order to renew action on a permit after
this one year time period, the permittee shall pay a
new full permit fee.

H. A new Subsection 105.8 is hereby added to Section
105 to read in its entirety as follows:
105.8 Completion of construction. Notwithstanding
subsection 105.5 above, all construction shall be
completed by the owner, owner's agent, or the
permittee and approved by the City within 12 months.

Upon written request of the owner or permittee, the
Building Official and/or his/her designated
representative may extend the period for completion
of construction for a period up to and not to exceed an additional 12 months. The written request must
demonstrate that (1) due to circumstances beyond the
owner's or permittee's control, construction could not
be completed in the required construction period; (2)
that reasonable progress has been made; (3) that the
condition of the property presents no health or safety
hazard; and (4) that the continued delay will not
create any unreasonable visual or physical detriment
to the neighborhood. Any additional extension must
be approved by the Community Development
Director.
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13 I. A new Subsection 105.9 is hereby added to Section 105 to read in its entirety as follows.
105.9 Maintenance of property during
construction. During construction, all property shall
be maintained in a reasonably clean and well-kept
manner. All lumber and building materials shall be
neatly piled or stacked in a safe manner and stored in
the rear yard of the residential property or inside the building construction perimeter, except that building
materials may be stored in a front yard for a period
not to exceed thirty (30) days. A waiver of this
requirement may be obtained from the Building
Official or his/her designated representative if the
construction is screened from view from adjacent
occupied or public property with fencing materials
approved by city zoning and building regulations. Any
building that is left unsecured by the absence of doors or windows during construction shall secure those
openings or provide fencing to prevent unauthorized
entry.

J. A new Subsection 107.2.9 is hereby added to Section
107 to read in its entirety as follows:
107.2.9 Soil report. A Soil Report shall be submitted
with all permit applications for new construction and
additions. Soil Reports shall be prepared by a
professional engineer licensed by the State to prepare
such reports. The Building Official may waive this
requirement if he/she finds that the scope of work
applied for does not necessitate a soil report.

K. Subsection 107.3 is hereby amended to add a
second paragraph that reads as follows:

When submittal documents are required by Section
107.1, a plan review fee shall be paid at the time of
submitting the submittal documents for plan review.

Said plan review fees are separate fees from the
permit fees specified in Section 109.2 and are in
addition to the permit fees. Said plan review fee shall be as set forth in the City Council Fee Resolution.

L. Subsection 107.5 is hereby amended to add a
second paragraph that reads as follows:
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Ordinance No. 1796 Page 14
14 The approved plans, permit application, inspection
card and other construction documents required by
the Building Official shall be imaged after the final
inspection and will be a permanent record in the City.

The applicant shall pay the cost of imaging at the time of permit.

M. Subsection 109.2 is hereby amended by adding a
sentence at the end to read as follows:

The fee for each permit shall be as set forth in the
City Council Fee Resolution unless otherwise
specified by the code.

N. Subsection 109.3 is hereby amended to add a second
paragraph that reads as follows:

The Building Official shall make the determination of
value or valuation under any provisions of this code.

The valuation shall be determined by using rational
methods established by the Building Official that
reasonably establish the construction value or the
contract price of the actual construction cost. The
value of work to be used in computing the Building
Permit and Building Plan Review fees shall be the
total value of all construction work for which the
permit is issued, as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire extinguishing systems and any other
permanent equipment.

O. Subsection 109.4 is hereby amended to add a second
paragraph that reads as follows:

An investigation fee, in addition to the permit fee. The investigation fee shall be equal to the amount of the
permit fee required by this code. The payment of
such investigation fee shall not exempt any person
from compliance with all other provisions of this code
nor from any penalty prescribed by law.

P. Subsection 109.6 is hereby amended to read in its
entirety as follows:
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15 109.6 Refunds. The building official is authorized to establish a refund policy. The building official may
authorize refunding of any fee paid hereunder which
was erroneously paid or collected as provided below.

The building official may authorize refunding of not
more than 80 percent of the permit fee paid when no
work has been done under a permit issued in
accordance with this code.

The building official shall not authorize refunding of
any fee paid except on written application filed by the original permittee not later than 180 days after the
date of payment.

Q. Subsection 109.7 is hereby added to Section 109 to
read in its entirety as follows:
109.7 Deposit. The Building Official may require a
deposit or bond from the applicant for a certain project or work in order to secure the request of final
inspection approvals from the applicant or the
repairing of damaged City properties during the period
of construction. The deposit money will be refunded
to the applicant when the final inspections are
approved or the damages are repaired to the
satisfaction of the City. The deposit amount shall not
be more than twice the permit fee.

R. Subsection 110.7 is hereby added to Section 110 to
read in its entirety as follows:
110.7 Re-inspections. A re-inspection fee may be
assessed for each inspection or re-inspection when
such portion of work for which an inspection is
requested is not complete or when previous
corrections are not corrected.

This subsection is not to be interpreted as requiring
re-inspection fees the first time a job is rejected for 624
Ordinance No. 1796 Page 16
16 failure to comply with requirements of this Code, but as controlling the practice of calling for inspections
before the job is ready for such inspection or reinspection.

To obtain a re-inspection, the applicant shall pay the
re-inspection fee as established by the City Council
Fee Resolution. In instances where re-inspection
fees have been assessed, no additional inspection of
work will be performed until the required re-inspection fees have been paid.

15.08.025 Chapter 2 amended — Definitions.

Chapter 2 of CBC is hereby amended as follows:

A. The definition of “Bedroom” is added to Section 202
to read as follows:

Bedroom. A room, space, or area used for sleeping.

A bedroom may also be determined by having a
privacy door, an emergency escape and rescue
opening, smoke alarms, a closet, location, minimum
ceiling height and floor areas, and design typically
found for bedrooms. Indicating on building plans other
designated uses does not permit the elimination of the
habitation and life safety measures the code
established for sleeping areas.

B. The definition of “Kitchen or Kitchenette” in Section 202 is hereby amended to read as follows:

Kitchen or Kitchenette. A room, space, or area for the
preparation and cooking of food. The installation of
equipment, appliances, kitchen sink, garbage disposal,
240-volt outlets, gas piping, refrigerator, dedicated
20amp outlets, exhaust hood, counters, under or over
counter cabinetry. Singly or a combination of any may
be used to identify a kitchen use.
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17 C. The Definition of Spark Arrester in Section 202 is hereby amended to read as follows:

SPARK ARRESTER. A listed device constructed of
noncombustible material specifically for the purpose
of preventing embers from the burning of solid fuel
from leaving the flue. All fireplaces that burn solid fuel in accordance with California Building Code Chapter
28 shall be provided a spark arrester. (note: no new
fireplaces burning solid fuel are permitted)
D. The Definition of “Swimming Pool” in Section 202 is
hereby amended to read as follows:

SWIMMING POOL. Any structure intended for
swimming, recreational bathing or wading that
contains water over 18 inches deep. This includes inground, above-ground and on-ground pools; hot tubs; spas and fixed-in-place wading pools.

15.08.030 Chapter 4 amended — Special Detailed
Requirements Based on Use and Occupancy.

Chapter 4 of CBC is hereby amended as follows:

A. Subsection 406.2.4 Floor Surfaces. is hereby
amended by restating the second sentence as
follows, and by deleting exception #1:

The area of floor used for the parking of automobiles
or other vehicles shall be sloped to facilitate the
movement of liquids to a drain or toward the main
vehicle entry doorway. A drainage system equipped
with a trench drain or floor drains leading to an
approved oil separator discharging to sewers in
accordance with the California Plumbing Code except
garages of R-3 occupancies.

15.08.040 Chapter 9 amended — Fire Protection
Systems.

Chapter 9 of CBC is hereby amended as follows:
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18 Subsection 901.2 Fire protection systems is hereby
amended by adding:

Technical changes to this chapter are found in the
amendments to the California Fire Code as amended
including the referenced standards.

Subsection 903.2 is hereby amended to read in its entirety as follows:
903.2 Where required. Approved automatic sprinkler
systems in buildings and structures shall be provided in the locations described in this section and in Section 903.2 of the California Fire Code as amended by the City of San
Clemente when one of the following conditions exists:

1. New buildings: In addition to the requirements of
section 903.2.1 through 903.2.21, approved
automatic sprinkler systems in new buildings,
structures and change of use shall be provided as
follows (Exception: Group R Detached one- twofamily dwellings and townhouses as required by section 903.2.8):
i) Throughout all Groups A, C, I, E, H and L
Occupancies
ii) Throughout all Group B, F, M, and S
Occupancies exceeding 1,000 square feet
iii)Throughout all Group U-1 Occupancies
exceeding 6,000 square feet
For the purposes of this section, fire walls shall not
define separate buildings.

2. Alteration: When the floor area of the Alteration
within any two-year period exceeds 75% of area of
the existing structure and the alteration includes
structural modifications other than seismic upgrade.

3. Addition: Sprinkler protection shall be provided
throughout the entire building when:

1. Existing unsprinklered building less than
5,000 ft2: where 20% or more is added and
the gross floor areas exceed 5,000 square
feet.
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Ordinance No. 1796 Page 19
19 2. Existing unsprinklered building equal or
greater than 5,000 ft2: where more than
1,000 ft2 is added.

3. Fire sprinklers shall be provided in additions
to an existing building that has fire
sprinklers installed.

4. Change of use when required by that
use.

Subsection 903.2.8 is hereby amended to read in its
entirety as follows:
903.2.8 Group R. An automatic sprinkler system installed in accordance with Subsection 903.3 of Section 903 of this code and Subsection 903.3 of Section 903 of the California Fire Code as amended by the City of San Clemente shall be provided throughout all buildings with a Group R fire area as follows:

1. All new Group R occupancies, including the
attached garages

2. All existing Group R occupancies and U garages
when the total floor area is increase by 50% of
the existing area over a 2-year period

3. All existing Group R occupancies and U garages
when the total area is increased by 750 square
feet or more over a 2-year period

4. All existing Group R occupancies and U garages
when an additional story is added to the
structure regardless of the area involved

5. An automatic sprinkler system shall be installed
throughout any existing Group R Occupancy
building when the floor area of the Alteration or
Combination of an Addition and Alteration, within
any two year period, is 50% or more of area of
the existing structure and where the scope of the
work exposes building framing and facilitates
sprinkler installation and is such that the
Building/Fire Code Official determines that the
complexity of installing a sprinkler system would
be similar as in a new building.

6. Any addition to existing building that has fire
sprinklers installed.

When not used in for an increase in height or area, an
automatic sprinkler system installed in accordance
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Ordinance No. 1796 Page 20
20 with Section 903.3.1.2 shall be allowed in Group R2.1 occupancies.

15.08.050 Chapter 15 amended — Roof Assemblies and
Rooftop Structures.

Chapter 15 of CBC is hereby amended as follows:

A. Subsection 1502.4 is hereby added by adding a
paragraph to read as follows:

Water that accumulates on a roof shall be effectively
drained and conveyed from the roof to a storm drain,
street gutter, or other locations approved by the
Building Official. Such water shall be conveyed
through gutters, leaders, associated piping or other
non-erodible surface drainage devices as approved
by the Building Official. For any minor or small roofs, the Building Official may exempt this requirement.

B. Table 1505.1 in Subsection 1505.1 is hereby
amended to read as follows:

TABLE 1505.1a

MINIMUM ROOF COVERING CLASSIFICATION

FOR TYPES OF CONSTRUCTION

IA IB IIA IIB IIIA IIIB IV VA VB

A A A A A A A A A
C. Subsections 1505.1.1, 1505.1.2, are hereby deleted
and replaced with a new Subsection 1505.1.1 to read
in its entirety as follows:
1505.1.1 Roof Coverings. The roof covering or
roofing assembly on any new structure regulated by
this code shall be Class A fire retardant roof minimum
as classified in CBC Section 1505.2. Noncombustible roof covering may be applied in accordance with the manufacturer’s requirements in
lieu of a fire retardant roofing assembly. Wood
roofing materials are prohibited unless pressure
treated and approved for fire retardant of Class A
minimum. For existing structure when ten percent
(10%) or more of the total roof area is re-roofed within 629
Ordinance No. 1796 Page 21
21 any one-year period, shall have a Class A fire
retardant roof covering for entire roof area. For
existing structure when less than ten percent (10%) of
the total roof area is re-roofed within any one-year
period, shall have a fire retardant roof covering class equal to or greater than the existing roof covering and not less than Class B.

15.08.060 Chapter 18 amended — Soils and Foundations.

Chapter 18 of CBC is hereby amended as follows:

Prescriptive design of foundation walls shall not be
used for structures assigned to Seismic Design
Category D, except for detached garages, sheds,
detached decks, and additions 200 sq. ft. or less.

Structures within 7 feet of a descending slope may be
required to have engineered foundation systems.

15.08.070 Chapter 31 amended—Special Construction.

When the dwelling is a part of the enclosure two
additional safety features from the items # 2
through#7, inclusive, shall be installed.
115922 (1) is amended to read as follows:
(1) An enclosure that meets the requirements of
Section 115923 and isolates the swimming pool or
spa from the private single-family home and access
from adjacent properties and public ways.
115923 (e) is amended by adding to the end: “Where
the barrier is composed of vertical and horizontal
members the maximum distance between the vertical
members shall be 4 inches. The minimum distance
between horizontal members shall be 45 inches to
prevent a climbable condition. Decorative
embellishments shall not cause a climbable condition
and are limited to ¾ inch projection or 60 degree
slope.”
115928 is amended by adding: (d) Sound
Attenuation, to read as follows:
(d) Filters, heating systems, and pumps installed to
serve pool, spa, hot tub, waterfall or any body of
water, shall be enclosed and soundproofed. An
acoustical report prepared by a licensed or approved
acoustical professional can be used to substitute for
sound wall enclosures as long as the report
demonstrates the compliance of the requirements
specified in Chapter 8.48 of the San Clemente
Municipal Code.

15.08.100 - Construction of Off-Street Parking Lots.

A) Paving. All off-street parking lots shall be paved
according to the City specifications, with an all-weather surface of asphalt or concrete paving.
631
Ordinance No. 1796 Page 23
23 B) Preparation of Specifications. The City Engineer shall review such specifications for use by the owner or builder of such off-street parking space.

C) Permit Required. No off-street parking lot may be
constructed without there being issued a permit by the City Engineer or exempted by the City Engineer.

D) Application for Construction Permit. Application for such permit shall be accompanied by a plot plan showing the size of the proposed parking lot, method of ingress and egress, layout of stalls, bumper guard locations and such other pertinent facts as may be required by the City
Engineer. The Building Official shall ensure ADA elements and Green Building Standards are met.

Section 6. Chapter 15.11. Chapter 15.11 of the San Clemente Municipal Code “Energy Code” is hereby amended to read as follows:

Chapter 15.11 ENERGY CODE

15.11.010 Energy Code Adopted – Where filed.

The 2025 California Energy Code and its provisions relating to the use of all forms of energy and the conservation thereof is hereby adopted and a copy held for public review in the Building Division.

Section 7. Chapter 15.12. Chapter 15.12 of the San Clemente Municipal Code “Electrical Code” is hereby amended to read as follows:

Chapter 15.12 ELECTRICAL CODE

15.12.010 Electrical Code Adopted – Where filed.

15.12.020 Amendments, additions and deletions.

15.12.010 Electrical Code Adopted – Where filed.

The City Council of the City of San Clemente hereby
adopts by reference California Code of Regulations
Title 24, Part 3, known and designated as the
California Electrical Code, 2025 Edition based on the
632
Ordinance No. 1796 Page 24
24 National Electrical Code (NEC), 2023 Edition, as
published by the National Fire Protection Association
with the modifications set forth below for the purpose
of prescribing regulations for the installation,
arrangement, alteration, repairing, replacement,
remodeling, or use and other operation of electrical
wiring, connections, fixtures and other electrical
appliances on premises within the City. The
provisions of this code shall constitute the electrical code regulations of the City. The California Electrical Code is on file for public examination in the City’s
Building Division office.

15.12.020 Amendments, additions and deletions.

A. A new Section 90.0 of Article 90 of the California
Electrical Code is hereby added to read in its entirety as follows:

90.0 Administration and Fees.

Administrative provisions contained in Division II of
Chapter 1 of the California Building Code and
California Residential Code, as amended by the City
of San Clemente, shall apply to the California
Electrical Code, as adopted and amended by the City
of San Clemente.

B. A new Subdivision (L) is hereby added to Section
300.5 of Article 300 of Chapter 3 of the California
Electrical Code to read in its entirety as follows:
(L) Underground utilities required. Overhead
wiring shall not be installed outside on private
property. The building official, as a condition
precedent to the issuance of a building permit, shall
require all utility services located within any lot to be installed underground if:
(a) The property is to be developed with a new or
relocated main building
For purposes of this section, “main building” shall
mean a building in which is conducted the principal
use of the lot or building site on which such building is located.
633
Ordinance No. 1796 Page 25
25 The owner or developer of the property shall be
responsible for complying with the requirements of
this section and shall provide all the necessary
facilities on the property to receive such services from the supplying utilities. If the building official
determines that application of this requirement causes
extraordinary hardship, the building official may
modify or delay the imposition of the undergrounding
requirement upon approval of property owner’s
application therefore. If the building official
determines to delay the installation of the
requirement, he may require a recorded agreement
guaranteeing the future performance of the work,
together with adequate performance security in the
form of a cash, surety bond, or letter of credit.

For purposes of this section, appurtenances and
associated equipment, such as, but not limited to,
surface-mounted transformers, pedestal-mounted
terminal boxes and meter cabinets, and concealed
ducts in an underground system may be placed
above ground.

Section 8. Chapter 15.13. Chapter 15.13 of the San Clemente Municipal Code “Wildland- Urban Interface Code” is hereby amended to read as follows:

Chapter 15.13 WILDLAND- URBAN INTERFACE CODE

15.13.010 Wildland-Urban Interface Code Adopted – Where filed.

15.13.020 Amendments, additions and deletions

15.13.010 Wildland-Urban Interface Code Adopted –
Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 7, known and designated as the Wildlife-Urban Interface Code, 2025 Edition based on the International Wildlife-Urban
Interface Code, 2024 Edition, as published by the
International Code Council with the modifications set forth below for the purpose of prescribing regulations for fire spread, accessibility, defensible space, water supply on 634
Ordinance No. 1796 Page 26
26 premises constructed near wildland areas within the City.

The provisions of this code shall constitute the WildlandUrban Interface code regulations of the City. The California Wildland-Urban Interface Code is on file for public
examination in the City’s Building Division office.

15.13.020 Amendments, additions and deletions.

Section 501.1 is amended by deleting exceptions 1 and 2 Section 602.4 is amended by adding the following:
602.4 fuel modification plans. Fuel modification plans shall be reviewed and approved by OCFA for all new buildings to be built or installed in a wildfire risk area. Plans shall meet the criteria set forth in OCFA Guideline C-05 “Vegetation Management Guideline-Technical Design for New
Construction Fuel Modification Plans and Maintenance
Program.”
Appendices
Appendix A is not adopted
Appendix B is not adopted
Appendix C is not adopted
Appendix D is not adopted
Appendix E is deleted in its entirety
Appendix F is adopted in its entirety as amended by the SFM
Appendix G is adopted in its entirety as amended by the SFM
Appendix H is not adopted
Appendix I is not adopted
Section 9. Chapter 15.14. Chapter 15.14 of the San Clemente Municipal Code, “Green Building Standards Code” is hereby amended to read as follows:

Chapter 15.14 GREEN BUILDING STANDARDS CODE

15.14.010 Green Building Standards Code Adopted –
Where filed.

The 2025 California Green Building Standards Code and its provisions relating to the sustainability of construction 635
Ordinance No. 1796 Page 27
27 resources and the conservation thereof is hereby adopted and a copy held for public review in the Building Division.

Section 10. Chapter 15.16. Chapter 15.16 of the San Clemente Municipal Code, “Mechanical Code” is hereby amended to read as follows:

Chapter 15.16 MECHANICAL CODE

15.16.010 Mechanical Code Adopted – Where filed.

15.16.020 Amendments, additions and deletions

15.16.010 Mechanical Code Adopted – Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 4, known and designated as the California Mechanical Code, 2025 Edition based on the 2024 Uniform Mechanical Code
as published by the International Association of Plumbing and Mechanical Officials with the modifications set forth below for the purpose of prescribing regulations for the design, construction, installation, quality of materials, location, operation and maintenance or use of heating,
ventilating, cooling, refrigeration systems, incinerators and other heat-producing appliances in the City. The provisions of this code shall constitute the mechanical code regulations of the City. The California Mechanical Code is on file for public examination in the City’s Building Division office.

15.16.020 Amendments, additions and deletions.

A. Sections 104.4.3,104.4.4, and 104.5 of Division II of Chapter 1 of the California Mechanical Code are
hereby deleted and replaced by the following:
104.5 Administration and Fees. Administrative and
fee provisions contained in Division II of Chapter 1 of the California Building Code and California
Residential Code, as amended by the City of San
Clemente, shall apply to the California Mechanical
Code, as adopted and amended by the City of San
Clemente.
636
Ordinance No. 1796 Page 28
28 B. The first paragraph of Subsection 504.3 of the Section 504 of the California Mechanical Code is hereby
amended to read as follows:
504.3 Domestic Range Hoods and Vents. Kitchen
range hoods shall be installed for cooking facilities
with an approved forced-draft system of ventilation
vented to the outside of the building. Ducts used for
domestic kitchen range ventilation shall be of metal,
or other approved material, and shall have smooth
interior surfaces. Ducts for domestic range hoods
shall only serve cooking appliances. (Balance of the
subsection to remain unchanged.)
C. Subsection 1308.4 of Section 1308 of California
Mechanical Code is hereby amended by adding the
following sentences to the end of the paragraph:

Approved PE pipe and fittings shall be used in
exterior buried gas piping systems. Ferrous gas
piping is not permitted to be installed underground
unless a soils analysis is provided to show that soil
conditions will not be damaging to the piping material.

Section 11. Chapter 15.17. Chapter 15.17 of the San Clemente Municipal Code is hereby amended to read as follows:

Chapter 15.17 HISTORICAL BUILDING CODE

15.17.010 Historical Building Code Adopted – Where
filed.

The 2025 California Historical Building Code and its
provisions relating to historic buildings and structures to preserve historic and cultural buildings is hereby adopted and a copy held for public review in the Building Division.

Section 12. Chapter 15.18. of the San Clemente Municipal Code “Referenced Standards Code” is hereby amended to read as follows:

Chapter 15.18 REFERENCED STANDARDS CODE
637
Ordinance No. 1796 Page 29
29 15.18.010 Referenced Standards Code Adopted – Where
filed.

The 2025 California Referenced Standards Code and its
provisions relating to the use of various materials in
construction is hereby adopted and a copy held for public review in the Building Division.

Section 13. Chapter 15.19. Chapter 15.19 of the San Clemente Municipal Code “Electric Vehicle Charging Systems Expedited, Streamlined Permitting Process” remains the same. No changes.

Section 14. Chapter 15.20. Chapter 15.20 of the San Clemente Municipal Code “Plumbing Code,” is hereby amended to read as follows:

Chapter 15.20 PLUMBING CODE

15.20.010 Plumbing Code Adopted – Where filed.

15.20.020 Amendments, additions and deletions

15.20.010 Plumbing Code Adopted – Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 5, known and designated as the California Plumbing Code,
2025 Edition based on the 2024 Uniform Plumbing Code as published by the International Association of Plumbing and Mechanical Officials with the modifications set forth below for the purpose of prescribing regulations for the design, quality of materials, erection, installation, alteration, repair, relocation, replacement, addition to, use or maintenance of plumbing systems in the City including Appendices A, B, C, D, and I. The provisions of this code shall constitute the plumbing code regulations of the City. The California
Plumbing Code is on file for public examination in the City’s Building Division office.

15.20.020 Amendments, additions and deletion.

A. Sections 104.4 and 104.5 of Division II of Chapter 1 of the California Plumbing Code are hereby deleted and
replaced by the following:
638
Ordinance No. 1796 Page 30
30 104.4 Administration and Fees. Administrative
provisions contained in Division II of Chapter 1 of the California Building Code and California Residential
Code, as amended by the City of San Clemente, shall
apply to the California Plumbing Code, adopted and
amended by the City of San Clemente.

B. Subsection 604.1 of Section 604.0 of the California
Plumbing Code is hereby amended by adding a
sentence to end of the third paragraph to read as
follows:

Ferrous materials are prohibited for water pipe and
fittings when installed in the ground unless a soils
analysis is provided to show that soil conditions will
not be damaging to the piping material. (Balance of
the section to remain unchanged)
C. Subsection 604.2 of Section 604.0 of the California
Plumbing Code is hereby amended to read in its
entirety as follows:
604.3 Copper tube for water piping shall have a
weight of not less than Type K.

Exceptions:

1. Type L copper tubing may be used for water
piping when piping is underground and not within
the footprint of the building foundation.

2. Type M copper tubing may be used for water
piping when piping is aboveground in, or on, a
building.

D. Item no. (2) in Subsection 609.3 of Section 609.0 of the California Plumbing Code is hereby amended to
read in its entirety as follows:
(2) Copper water piping installed under concrete floor
slabs within a building or structure shall be
copper tube Type “K” and shall be installed
without joints where possible. Where joints are
permitted, they shall be brazed and fitting shall
be wrought copper. Such copper tubing shall be
placed in a sand bed a minimum of three inches
(3”) in depth, and properly protected penetrates
concrete and similar materials.
639
Ordinance No. 1796 Page 31
31 (Balance of the section to remain unchanged)
E. Subsection 610.8 of Section 610.0 of the California
Plumbing Code is hereby amended by deleting the
last paragraph and replacing it with the following:

No building supply pipe shall be less than one inch
(1”) in diameter unless a design or calculations are
submitted and approved by Administrative Authority.

Each main building shall have a minimum of two
three-quarter-inch (3/4”) hose bibs; one located
readily accessible to the front yard and one to the
back yard.

F. Item no. (7) is hereby added to Section 701.2 of the California Plumbing Code to read as follows:
(7) Cast iron shall not be used for drainage and waste
piping when installed in the ground unless a soils
analysis is provided to show that soil conditions
will not be damaging to the piping material.

G. Subsection 1208.5 of Section 1208 of California
Plumbing Code is hereby amended by adding the
following sentences to the end of the paragraph:

Section 15. Chapter 15.22. Chapter 15.22 of the San Clemente Municipal Code “Residential Code” is hereby amended to read as follows:

Chapter 15.22 RESIDENTIAL CODE

15.22.010 Residential Code Adopted – Where filed.

15.22.020 Division II of Chapter 1 amended —
Administration.

15.22.025 Reserved.

15.22.030 Chapter 3 amended — Building Planning.

15.22.040 Chapter 4 amended — Foundations.

15.22.050 Chapter 6 amended — Wall Construction.

15.22.060 Chapter 9 amended — Roof Assemblies.
640
Ordinance No. 1796 Page 32
32 15.22.070 Chapter 44 amended — Referenced Standards
(NFPA 13, NFPA 13R, NFPA 13D).

15.22.010 Residential Code Adopted – Where filed.

For the purpose of prescribing regulations for erection, construction, enlargement, alteration, replacement, repair, improvement, removal, movement, conversion, demolition, use and occupancy, equipment, height, location,
maintenance, and areas of detached one–and two-family
residential dwellings, townhomes and structures accessory thereto in the City, subject to the modifications set forth in this Chapter, the City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 2.5, known and designated as the California Residential Code (CRC), 2025 Edition, based on the 2024 International Residential Code as published by the
International Code Council including Appendix H. A copy of this code is on file for public examination in the City’s Building Division office.

15.22.020 Division II of Chapter 1 amended — Administration.

Division II of Chapter 1 of CRC is hereby amended as follows:

A. Subsection R101.1 is hereby amended to read in its
entirety as follows:

R101.1 Title. These regulations shall be known as
the California Residential Code, and may be cited as
such and will be referred to herein as “this code”.

B. Subsection R101.2 is hereby amended by adding a
second paragraph to read as follows:

The provisions of this code shall apply to and affect all of the territory of the City of San Clemente, except
work located primarily in a public way, public utility
towers and poles, mechanical equipment not
specifically regulated in these codes, hydraulic flood
control structures, facilities for the production,
generation, storage or transmission of water or
electrical energy by a local agency, and except as
exempted by these codes.
641
Ordinance No. 1796 Page 33
33 C. Subsection R105.2 is hereby amended by deleting
items 1 through 10 under the heading “Building” and
replacing them with the following:

Building:

2. Fences other than swimming pool barriers not
over 6 feet high. Masonry fences under 42 inches
in height above finish grade.

3. Oil derricks.

5. Water tanks supported directly on grade if the
capacity does not exceed 5,000 gallons and the
ratio of height to diameter or width does not
exceed 2:1 and not on or within 7 feet of a
descending slope.

6. Detached decks, platforms or similar structures
not exceeding 200 square feet in area, walkways,
sidewalks and driveways that are not more than
30 inches (762mm) above adjacent grade, and not
over any basement or story below, and are not
part of a required exit means of egress, and are
not part of an accessible route.

7. Painting, papering, tiling (except shower
enclosures), carpeting, cabinets, counter tops and
642
Ordinance No. 1796 Page 34
34 similar finish work that does not involve electrical, mechanical or plumbing work.

8. Temporary motion picture, television and theater
stage sets and scenery when approved by special
use permit.

9. Prefabricated swimming pools accessory to a
Group R-3 occupancy that are less than 18 inches
deep, do not exceed 5,000 gallons and are
installed entirely above ground.

10.Shade cloth structures constructed for nursery or
agricultural purposes, not including service
systems that meet zoning requirements.

11.Swings and other playground equipment
accessory to detached one- and two-family
dwellings.

12.Window awnings supported by an exterior wall
that do not project more than 54 inches from the
exterior wall and do not require additional support
of Group R-3 and U occupancies.

13.Non-fixed and movable fixtures, cases, racks,
counters and partitions not over 5 feet 9 inches in
height.

14. Ground mounted Radio and television antenna,
and flagpoles not higher than the setback from the
property line and not more than 20 feet (20) feet in
height measured from grade. Small dish receivers
mounted on Residential uses.

Unless otherwise exempted, separate plumbing,
electrical and mechanical permits will be required for
the above-exempted items.

D. Subsection R105.3.2 is hereby amended to read in its entirety as follows:

R105.3.2 Time limitation of application. An
application for a permit for any proposed work shall
be deemed to have been abandoned 360 days after
the date of filing, unless such application has been
643
Ordinance No. 1796 Page 35
35 pursued in good faith or permit has been issued;
except that the building official is authorized to grant one or more extensions of time for additional periods
not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause
demonstrated. The total period of application
extensions granted shall not exceed an additional 18
months. In order to renew action on an application
after expiration, the applicant shall resubmit plans and pay a new plan check fee.

E. Subsection R105.5 is hereby amended to read in its
entirety as follows:

R105.5 Expiration. Every permit issued shall
become invalid unless the work on the site authorized
by such permit is commenced within 12 months after
its issuance, or if the work authorized on the site by
such permit is suspended or abandoned for a period
of 180 days after the time the work commenced.

The extension shall be requested in writing prior to
the permit expiring and show justifiable cause
demonstrating that circumstances beyond the control
of the permittee have prevented action from being
taken. Pursuant to this paragraph, the Building
Official or his/her designee is authorized to grant, in writing, one or more extensions of time, for a period
not more than 180 days. The completion of
construction shall not extend beyond the timeframes
mandated in Section R105.10 of this code even with
such extension.

Before such work can be recommenced after a permit
expires, a new permit shall first be obtained, and a fee therefore shall be one half the amount required for a
new permit for such work, provided no changes have
been made or will be made in the original plans and
specifications for such work, and provided further that such suspension or abandonment has not exceeded
one year. In order to renew action on a permit after
644
Ordinance No. 1796 Page 36
36 this one-year time period, the permittee shall pay a new full permit fee.

F. A new Subsection R105.10 is hereby added to
Section R105 to read in its entirety as follows.

R105.10 Completion of construction.

Notwithstanding subsection 105.5 above, all
construction shall be completed by the owner, owner's
agent, or the permittee and approved by the City
within 12 months.

G. A new Subsection R105.11 is hereby added to
Section R105 to read in its entirety as follows.

R105.11 Maintenance of property during
construction. During construction, all property shall
be maintained in a reasonably clean and well-kept
manner. All lumber and building materials shall be
neatly piled or stacked in a safe manner and stored in
the rear yard of the residential property or inside the building construction perimeter, except that building
materials may be stored in a front yard for a period
not to exceed thirty (30) days. A waiver of this
requirement may be obtained from the Building
Official or his/her designated representative if the
construction is screened from view from adjacent
occupied or public property with fencing materials
approved by city zoning and building regulations. Any
building that is left unsecured by the absence of doors 645
Ordinance No. 1796 Page 37
37 or windows during construction shall secure those
openings or provide fencing to prevent unauthorized
entry.

H. A new Subsection R106.1.7 is hereby added to
Section R106 to read in its entirety as follows:

R106.1.7 Soil report. A Soil Report shall be
submitted with all permit applications for new
construction and additions. Soil Reports shall be
prepared by a professional engineer licensed by the
State to prepare such reports. The Building Official
may waive this requirement if he/she finds that the
scope of work applied for does not necessitate a soil
report.

I. Subsection R106.3 is hereby amended to add a
second paragraph that reads as follows:

When submittal documents are required by Section
R106.1, a plan review fee shall be paid at the time of
submitting the submittal documents for plan review.

Said plan review fees are separate fees from the
permit fees specified in Section R108 and are in
addition to the permit fees. Said plan review fee shall be as set forth in the City Council Fee Resolution.

J. Subsection R106.5 is hereby amended to add a
second paragraph that reads as follows:

The applicant shall pay the cost of imaging at the time of permit.

K. Subsection R108.2 is hereby amended by adding a
sentence at the end to read as follows:

The fee for each permit shall be as set forth in the
City Council Fee Resolution unless otherwise
specified by the code.
646
Ordinance No. 1796 Page 38
38 L. Subsection R108.3 is hereby amended to add a
second paragraph that reads as follows:

The Building Official shall make the determination of
value or valuation under any provisions of this code.

M. Subsection R108.5 is hereby amended to read in its
entirety as follows:

R108.5 Refunds. The building official is authorized to
establish a refund policy. The building official may
authorize refunding of any fee paid hereunder which
was erroneously paid or collected as provided below.

The building official may authorize refunding of not
more than 80 percent of the permit fee paid when no
work has been done under a permit issued in
accordance with this code.

The building official shall not authorize refunding of
any fee paid except on written application filed by the original permittee not later than 180 days after the
date of payment.

N. Subsection R108.6 is hereby amended to add a
second paragraph that reads as follows:

An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then or
647
Ordinance No. 1796 Page 39
39 subsequently issued. The investigation fee shall be
equal to the amount of the permit fee required by this
code. The payment of such investigation fee shall not
exempt any person from compliance with all other
provisions of this code nor from any penalty
prescribed by law.

O. A new Subsection R108.7 is hereby added to Section
R108 to read in its entirety as follows:

R108.7 Deposit. The Building Official may require a
deposit from the applicant for a certain project or work in order to secure the request of final inspection
approvals from the applicant or the repairing of
damaged City properties during the period of
construction. The deposit money will be refunded to
the applicant when the final inspections are approved
or the damages are repaired to the satisfaction of the
City. The deposit amount shall not be more than
twice the permit fee.

P. A new Subsection R109.5 is hereby added to Section
R109 to read in its entirety as follows:

This subsection is not to be interpreted as requiring
re-inspection fees the first time a job is rejected for failure to comply with requirements of this Code, but
as controlling the practice of calling for inspections
before the job is ready for such inspection or reinspection.

To obtain a re-inspection, the applicant shall pay the
re-inspection fee as established by the City Council
648
Ordinance No. 1796 Page 40
40 Fee Resolution. In instances where re-inspection
fees have been assessed, no additional inspection of
work will be performed until the required re-inspection fees have been paid.

15.22.030 Chapter 3 amended — Building Planning.

Chapter 3 of CRC is hereby amended as follows:

A. Table R301.2(1) in Section R301 is hereby amended
to read in its entirety as follows:

For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code, the frost line depth strength required for weathering shall govern. The weathering column shall be filled in with the weathering index, “negligible,” “moderate” or “severe” for concrete as determined from Figure R301.2(1). The grade of masonry units shall be determined from ASTM C34, ASTM C55, ASTM C62, ASTM C73, ASTM C90, ASTM C129, ASTM C145, ASTM C216 or ASTM C652.

GROUND
SNOW
LOAD°

WIND DESIGN

SEISMIC
DESIGN
CATAGORYf

SUBJECT TO DAMAGE FROM
ICE

BARRIER
UNDERLAYMENT
REQUIREDh
FLOOD
HAZARDSg AIR

FREEZING
INDEXi
MEAN
ANNUAL
TEMP Speed j
d
(mph)
Topographic
effects
k
Special
Wind
Regionl
Windborne
debris
zone
m
Weatheringa
Frost
line
Depth
b
Termitec
0 95 none no no D1 od D2 negligible 12 very no footnote 0 60 MANUAL J DESIGN CRITERIAn
Elevation
Altitude
correction
factore
Coincident
wet bulb
Indoor winter
design
relative
humidity
Indoor winter design dry-bulb
temperature Outdoor winter design
dry-bulb temperature
Heating temperature
difference
208 1 68 45 70 37 33
Latitude
Daily
range Summer
design
gains
Indoor
summer
design
relative
humidity
Indoor summer design dry-bulb
temperature
Outdoor summer design
dry-bulb temperature
Cooling temperature
difference
33 12 13 50- 75 87 12
649
Ordinance No. 1796 Page 41
41 b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1), the frost line depth strength required for weathering shall govern. The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. The jurisdiction shall fill in this part of the table with the wind speed from the ultimate design wind speeds map [Figure R301.2(2)]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. e. The jurisdiction shall fill in this section of the table to establish the design criteria using Table 10A from ACCA Manual J or established criteria determined by the jurisdiction. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1.
g. The jurisdiction shall fill in this part of the table with: the date of the jurisdiction’s entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas); and the title and date of the currently effective Flood Insurance Study or other flood hazard study and maps adopted by the authority having jurisdiction, as amended.
h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall fill in this part of the table with “NO.” i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99 percent) value on the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32°F).”
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32°F).”
k. In accordance with Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
l. In accordance with Figure R301.2(2), where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with “YES” and identify any specific requirements. Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s). Otherwise, the jurisdiction shall indicate “NO” in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or established criteria determined by the jurisdiction. o. The jurisdiction shall fill in this section of the allowable stress design table using the Ground Snow Loads in Figure R301.2(3).
650
Ordinance No. 1796 Page 42
42 FEMA - National Flood Insurance Program (NFIP)
Community
Name
Community
Number
FIRM Panel
Number
Initial NFIP
Map Date Initial FIRM Date Most RecentFIRM Panel
San Clemente 060230
06059C0507J
06059C0508K
06059C0509K
06059C0517K
06059C0526J
06059C0527J
06059C0528J
06059C0529J
06059C0536K
06059C0537J
06059C0538K
06059C0539J
06/14/1974 12/04/1979 03/21/2019
FEMA—Federal Emergency Management Agency
NFIP—National Flood Insurance Program
FIRM—Flood Insurance Rate Map
Also see—San Clemente Municipal Code Chapter 15.76—Flood Damage Prevention
p. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99%) value on the National Climatic Data Center data table "Air Freezing Index- USA Method (Base 32°)" at www.ncdc.noaa.gov/fpsf.html.
q. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air Freezing IndexUSA Method (Base 32°F)" at www.ncdc.noaa.gov/fpsf.html.

B. A new Subsection R301.9 is hereby added to Section
R301 to read in its entirety as follows:

R301.9 Fuel Modification Requirements for New
Construction. All new structures and facilities
adjoining land containing hazardous combustible
vegetation shall be approved using guidance from the
OCFA Guideline C-05 “Vegetation Management
651
Ordinance No. 1796 Page 43
43 Guideline – Technical Design for new Construction
Fuel Modification Plans and Maintenance Program.”
C. Table R302.1(2) in Section R302 is hereby amended
by deleting footnote “a” (balance of the Table to
remain unchanged).

D. Subsection R309.1 is hereby amended to read in its
entirety as follows:

R309.1 Townhouse automatic fire sprinklers
systems. An automatic fire sprinkler system designed
and installed per Section R313.3 shall be provided in
Townhouses per Section R313.1.1 and R313.1.2.

R309.1.1 New buildings: An automatic sprinkler
system shall be installed throughout all new
townhouse buildings, including the attached garages.

R309.1.2 Existing buildings: An automatic sprinkler
system shall be installed throughout existing buildings and their additions, including the attached garages,
when any of the following conditions exist:

1. The total floor area increases by 50% of the
existing area over a two-year period; or

2. The total area increases by 750 square feet or
more over a 2-year period; or

3. An additional story is added to the structure
regardless of the area involved; or

4. The floor area of the alteration or combination of
an addition and alteration, within any two-year
period, is 50% or more of area of the existing
structure and where the scope of the work
exposes building framing and facilitates sprinkler
installation and is such that the Building Official
determines that the complexity of installing a
sprinkler system would be similar as in a new
building; or

5. Any addition to an existing building that has fire
sprinklers installed.

Exceptions:

1. Pursuant to Health and Safety Code Section
13113 occupancies housing ambulatory children
only, none of whom are mentally ill or mentally
652
Ordinance No. 1796 Page 44
44 retarded, and the buildings or portions thereof in
which such children are housed are not more than
two stories in height, and buildings or portions
thereof housing such children have an automatic
fire alarm system activated by approved smoke
detectors.

2. Pursuant to Health and Safety Code Section
13143.6 occupancies licensed for protective
social care which house ambulatory clients only,
none of whom is a child (under the age of 18
years), or who is elderly (65 years of age or over).

E. Subsection R309.2 is hereby amended to read in its
entirety as follows:

R309.2 One- and two-family dwellings automatic
fire sprinklers systems. An automatic fire sprinkler
system designed and installed per Section R313.3
shall be required in one- and two-family dwellings per
Sections R313.2.1 and R313.2.2.

R309.2.1 New buildings: An automatic sprinkler
system shall be installed throughout all new one- and
two-family dwellings, including the attached garages.

R309.2.2 Existing buildings: An automatic sprinkler
system shall be installed throughout existing buildings and their additions, including the attached garages,
when any of the following conditions exist:

1. The total floor area is increased by 50% of the
existing area over a 2-year period; or

2. The total area is increased by 750 square feet or
more over a 2-year period; or

3. An additional story is added to the structure
regardless of the area involved; or

4. The floor area of an alteration or combination of
an addition and alteration, within any two-year
period, is 50% or more of area of the existing
structure and where the scope of the work
exposes building framing and facilitates sprinkler
installation and is such that the Building Official
determines that the complexity of installing a
sprinkler system would be similar as in a new
building; or
653
Ordinance No. 1796 Page 45
45 5. Any addition to an existing building that has fire sprinklers installed.

Exceptions:

1. Pursuant to Health and Safety Code Section
13113 occupancies housing ambulatory children
only, none of whom are mentally ill or mentally
retarded, and the buildings or portions thereof in
which such children are housed are not more than
two stories in height, and buildings or portions
thereof housing such children have an automatic
fire alarm system activated by approved smoke
detectors.

F. The first paragraph of subsection R309.3.6.2.2 is
hereby deleted and replaced to read as follows:

R309.3.6.2.2 Calculation procedure. Determination
of the required size for water distribution piping shall be in accordance with the following procedure and
California Fire Code as amended by the City of San
Clemente Section 903.3.5.3.

G. Subsection R306.1 is hereby amended to read as
follows:

R306.1 General. Buildings and structures constructed
in whole or in part in flood hazard areas (including A
or V Zones) as established in Table R301.2(1) shall
be designed and constructed in accordance with the
provisions contained in this section and in accordance
with Chapter 15.76 of the San Clemente Municipal
Code.

Buildings and structures located in whole or in part in identified floodways shall be designed and
constructed in accordance with ASCE 24 and in
accordance with Chapter 15.76 of the San Clemente
Municipal Code.
654
Ordinance No. 1796 Page 46
46 15.22.040 Chapter 4 amended — Foundations.

Chapter 4 of CRC is hereby amended as follows:

A. Subsection R402.2 Concrete is hereby amended by
adding at the end: Due to corrosive soils concrete
shall be 4500 psi Type 5 to protect the reinforcing
from corrosion. Special Inspections are not required
unless part of the structural design.

B. Subsection R405.1 is hereby amended by deleting
the exception (balance of subsection to remain
unchanged).

15.22.050 Chapter 6 amended — Wall Construction.

Chapter 6 of CRC is hereby amended as follows:

A. Section R602.10.4.1 Mixing Methods is hereby
amended by adding at the end of #1: “The use of the
GB method of bracing as the sole means for bracing
is not permitted. No more than 50% of braced wall
line shall use this method and shall be supplemented
by any of the other bracing methods.

15.22.060 Chapter 9 amended — Roof Assemblies.

Chapter 9 of CRC is hereby amended as follows:

A. First paragraph of subsection R902.1 is amended to
read in its entirety as follows:

R902.1 Roofing covering materials. Roofs shall be
covered with materials as set forth in Sections R904
and R905. A minimum Class A roofing shall be
installed in areas designated by this section. Classes
A roofing required by this section to be listed shall be tested in accordance with UL 790 or ASTM E 108.
(balance of subsection to remain unchanged).

B. Subsections R902.1.1, R902.1.2, R902.1.3 are
hereby deleted and replaced with a new Subsection
R902.1.1 to read in its entirety as follows:
655
Ordinance No. 1796 Page 47
47 R902.1.1 Roof Coverings. The roof covering or
roofing assembly on any new structure regulated by
this code shall be Class A fire retardant roof minimum
as classified in CBC Section 1505.2. Noncombustible roof covering may be applied in accordance with the manufacturer’s requirements in
lieu of a fire retardant roofing assembly. Wood
roofing materials are prohibited unless pressure
treated and approved for fire retardant of Class A
minimum. For existing structure when ten percent
(10%) or more of the total roof area is re-roofed within any one-year period, shall have a Class A fire
retardant roof covering for entire roof area. For
existing structure when less than ten percent (10%) of
the total roof area is re-roofed within any one-year
period, shall have a fire retardant roof covering class equal to or greater than the existing roof covering and not less than Class B.

C. The first paragraph of Subsection R902.2 is hereby
amended to read as follows:

R902.2 Fire-retardant-treated shingles and
shakes. Fire-retardant-treated wood shakes and
shingles are wood shakes and shingles complying
with UBC Standard 15-3 or 15-4 which are
impregnated by the full-cell vacuum-pressure process
with fire-retardant chemicals, and which have been
qualified by UBC Standard 15-2 for use on Class A.
(balance of subsection to remain unchanged).

D. Subsection R903.4 Roof Drainage is hereby
amended by adding a second paragraph to read as
follows:

15.22.065 Chapter 10 amended—Chimneys and
Fireplaces.
656
Ordinance No. 1796 Page 48
48 Chapter 10 of CRC is hereby amended as follows:

A. Section R1001.14 is hereby added as follows:

R1001.14 Outdoor gas Fireplaces, Fire Pits, Fire
Rings, or similar devices. Outdoor fireplaces, fire
pits, fire rings, or similar exterior devices shall comply with this section.

Exception: Barbeques, grills, and other portable
devices intended solely for cooking
B. Section R1001.14.1 is hereby added as follows:

R1001.14.1 Gas-fueled devices. Outdoor fireplaces,
fire pits and similar devices fueled by natural gas or
liquefied-petroleum gas are allowed when approved
by the Building Department and the device is
designed to only burn a gas flame and not wood or
other solid fuel. At R-3 occupancies, combustible
construction shall not be located within three feet of
an atmospheric column that extends vertically from
the perimeter of the device. Where a permanent
Building Department approved hood and vent is
installed, combustible construction may abut this
column between the bottom of the hood and the vent
opening.

C. Section R1001.14.2 is hereby added as follows:

R1001.14.2 Devices using wood or fuels other
than natural gas or liquefied-petroleum gas.

Fireplaces burning wood or other solid fuel are not
permitted. Decorative logs in a fireplace shall be
contained within a firebox with an attached chimney.

The opening in the face of the firebox shall have an
installed and maintained enclosure except exterior
installed units.

D. Section R1001.14.3 is hereby added as follows:

R1001.14.3 Where prohibited. The burning of wood
and other solid fuels is prohibited. Wood and other
solid fuel burning fires in devices other than existing permanent fireplaces are not allowed within Wildfire
657
Ordinance No. 1796 Page 49
49 Risk Areas (WRA) and adopted Fire Hazard Severity
Zones (FHSZ) or in locations where conditions could
cause the spread of fire to the WRA or FHSZ

15.22.070 Chapter 44 amended — Referenced Standards
(NFPA 13 D).

The Referenced Standards in Chapter 44 of CRC are hereby amended as follows:

A. NFPA 13D 2025 Edition Installation of Sprinkler
Systems in One and Two-Family Dwellings and
Manufactured Homes is hereby amended as follows:

1. Section 7.1.2 is hereby revised to read in its
entirety as follows:

7.1.2 The sprinkler system piping shall not
have separate control valves installed unless
supervised by a central station, proprietary, or
remote station alarm service.

Section 16. Chapter 15.23. Chapter 15.23 of the San Clemente Municipal Code, “Existing Building Code” is hereby amended to read in its entirety as follows:

Chapter 15.23 EXISTING BUILDING CODE

15.23.010 Existing Building Code Adopted – Where filed.

15.23.020 Chapter 3 amended—Provisions For All
Compliance Methods.

15.23.010 Existing Building Code Adopted – Where filed.

For the purpose of prescribing regulations for erection, construction, enlargement, alteration, replacement, repair, improvement, removal, movement, conversion, demolition, use and occupancy, equipment, height, location,
maintenance, and areas of every building or structure or any 658
Ordinance No. 1796 Page 50
50 appurtenances connected or attached to such building or structure in the City, subject to the modifications set forth in this Chapter., the City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 10, known and designated as the California Existing Building Code (CEBC), 2025 Edition, based on the 2024 International Existing Building Code as published by the International Code Council. A copy of this code is on file for public examination in the City's Building Division Office.

15.23.020 Chapter 3 amended—Provisions For All
Compliance Methods.

A. New Subsections 302.6 and 302.7 are hereby added
to Section 302 to read as follows:
302.6 Requirements. It shall be unlawful for any person to move any house, building or structure of any kind or
description, except fabricated structures approved by the Building Official, from any point outside of the City limits of the City, onto any property or lot within the City limits of the City of San Clemente. No building or structure shall be moved or relocated until such building or structure is
approved by the Planning Commission under a Conditional Use Permit. A permit to relocate the building or structure, issued by the Building Official to the owner of the premises to which the particular building or structure is proposed to be moved, is also required.
302.7 Relocation Permit Fee. Before any application for a Relocation Permit is accepted for filing, a fee as set forth in the City Council Fee Resolution shall be paid by the
applicant to the City of San Clemente to cover City's cost for the investigation of the condition of the building to be moved and the inspection of the proposed new location. The
application fee herein provided for shall be in addition to the building permit fee required by this code and any other fee or charge required by law or ordinance where a main building and building accessory thereto are to be moved.

Section 17. Fire Code. Chapter 8.16 of the San Clemente Municipal Code, “Fire Code,” is amended to read as follows:
“Chapter 8.16 FIRE CODE
659
Ordinance No. 1796 Page 51
51 8.16.010 Fire Code Adopted – Where filed.

8.16.020 - Enforcement and Inspections.

8.16.030 - Division II of Chapter 1 amended—Administration.

8.16.040 – Chapter 2 amended—Definitions.

8.16.050 – Chapter 3 amendments—General Requirements.

8.16.060 – Chapter 4 amended—Emergency Planning and Preparedness.

8.16.070 – Chapter 5 amended—Fire Service Features.

8.16.080 – Chapter 9 amended—Fire Protection and Life Safety Systems.

8.16.102 – Chapter 28 amended—Lumber Yards and Argo-Industrial, Solid Biomass and Woodworking Facilities.

8.16.104 – Chapter 50 amended—Hazardous Materials – General Provisions.

8.16.105 – Chapter 56 amended—Explosives and Fireworks.

8.16.106 – Chapter 80 amended—Referenced Standards.

8.16.010 Fire Code Adopted – Where filed.

The 2025 California Fire Code, based on the International Fire Code, 2024 Edition, as amended by the State of
California, published by the International Code Council (ICC), including Appendices listed is hereby adopted by the City of San Clemente for the purpose of prescribing
regulations governing conditions hazardous to the life and property from fire or explosion, save and except such
portions as are hereinafter added, deleted, modified or amended. A copy of this Code is on file in the City's Building Division office for public inspection and is adopted with the same force and effect as through set out herein in full.

8.16.020 – Enforcement and Inspections.

The California Fire Code as amended by the City of San
Clemente shall be enforced by the Orange County Fire
Authority, which shall be operated under the Fire Chief of the Orange County Fire Authority. The Fire Chief of the Orange County Fire Authority may detail such members of the fire authority as inspectors as shall be necessary from time to time.

8.16.030 – Division II of Chapter 1 amended—
Administration.

Chapter 1
Scope and Administration
660
Ordinance No. 1796 Page 52
52 Chapter 1 SCOPE AND ADMINISTRATION is adopted in
only those sections and subsections adopted by the SFM
with the following amendments:

Section 112.4 Violation penalties is hereby revised as
follows:
112.4 Violation penalties. Persons who shall violate a
provision of this code or shall fail to comply with any of the requirements thereof or shall fail to comply with any issued orders or notices or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be subject to penalties assessed as prescribed in the OCFA Prevention Field Services adopted fee schedule. Each day that a
violation continues after due notice has been served shall be deemed a separate offense.

Section 112.4.2 Infraction and misdemeanor is hereby
added as follows:
112.4.2 Infraction and misdemeanor. Persons operating
or maintaining any occupancy, premises or vehicle subject to this code that shall permit any fire or life safety hazard to exist on premises under their control shall be guilty of an infraction. Persons who fail to take immediate action to abate a fire or life safety hazard when ordered or notified to do so by the chief or a duly authorized representative are guilty of a misdemeanor.

8.16.040 – Chapter 2 amended—Definitions.

Chapter 2
Definitions
Chapter 2 DEFINITIONS is adopted in its entirety as
amended by SFM with the following amendments:

Sections 202 GENERAL DEFINITIONS is hereby revised by
adding “OCFA” and “Spark Arrester” as follows:

OCFA: Orange County Fire Authority, authority having
jurisdiction.
661
Ordinance No. 1796 Page 53
53 SPARK ARRESTER: A listed device constructed of
noncombustible material specifically for the purpose of meeting one of the following conditions:

1. Removing and retaining carbon and other flammable
particles/debris from the exhaust flow of an internal
combustion engine in accordance with California
Vehicle Code Section 38366.

2. Fireplaces that burn solid fuel in accordance with
California Building Code Chapter 28.

8.16.050 – Chapter 3 amendments—General
Requirements.

Chapter 3
General Requirements
Chapter 3 GENERAL REQUIREMENTS is adopted in only
those sections adopted by the SFM with the following
amendments:

Section 304.1.2 Vegetation is hereby revised as follows:
304.1.2 Vegetation. Weeds, grass, vines or other growth that is capable of being ignited and endangering property, shall be cut down and removed by the owner or occupant of the premises. Vegetation clearance requirement in urbanwildland interface areas shall be in accordance with Part 7, the California Wildland-Urban Interface Code. Type, amount, arrangement, and maintenance of vegetation in a fuel
modification area, interior slope, or similarly hazardous area shall be in accordance with OCFA Guideline C-05
“Vegetation Management Guideline: Technical Design for
New Construction, Fuel Modification Plans, and
Maintenance Program.”
Section 305.6 Hazardous Conditions is hereby added as
follows:
305.6 Hazardous conditions. Outdoor fires burning wood
or other solid fuel are not allowed when any of the following conditions applies:
662
Ordinance No. 1796 Page 54
54 1. when predicted sustained winds exceed 8 MPH and
relative humidity is less than 25%, or a red flag
condition has been declared

2. when an official sign was caused to be posted by the fire code official, or a public announcement is made
No outdoor fires using any fuel type are permitted when predicted sustained winds exceed 20 MPH or when such
fires present a hazard as determined by the fire code
official.

Section 305.7 Disposal of rubbish is hereby added as
follows:
305.7 Disposal of rubbish. Rubbish, trash or combustible waste material shall be burned only within an approved
incinerator and in accordance with Section 307.2.1.

Section 307 OPEN BURNING, RECREATIONAL FIRES
AND PORTABLE OUTDOOR FIREPLACES is hereby
revised as follows:

SECTION 307 OPEN BURNING, RECREATIONAL FIRES,

FIRE PITS, FIRE RINGS, AND PORTABLE OUTDOOR

FIREPLACES
Sections 307.6 Outdoor fireplaces, fire pits, fire rings, or similar devices used at Group R occupancies is hereby
added as follows:
307.6 Outdoor fireplaces, fire pits, fire rings, or similar devices used at Group R Occupancies. Outdoor
fireplaces, fire pits, fire rings, or similar exterior devices used at Group R occupancies shall comply with this section.

Exception: Barbeques, grills, and other portable
devices intended solely for cooking.

Section 307.6.1 Gas-fueled devices is hereby added as
follows:
307.6.1 Gas-fueled devices. Outdoor fireplaces, fire pits and similar devices fueled by natural gas or liquefiedpetroleum gas are allowed when approved by the Building Department and the device is designed to only burn a gas flame and not wood or other solid fuel. At R-3 occupancies, 663
Ordinance No. 1796 Page 55
55 combustible construction and vegetation shall not be located within three feet of an atmospheric column that extends vertically from the perimeter of the device. At other R occupancies, the minimum distance shall be ten (10) feet.

Where a permanent Building Department approved hood
and vent is installed, combustible construction may encroach upon this column between the bottom of the hood and the vent opening. Where chimneys or vents are installed, they shall have a spark arrester as defined in Section 202.

Section 307.6.2 Devices using wood or fuels other than
natural gas or liquefied-petroleum gas is hereby added as follows:
307.6.2 Devices using wood or fuels other than natural
gas or liquefied-petroleum gas. Permanent outdoor
fireplaces burning wood or other solid fuel shall be
constructed in accordance with the California Building Code with clearance from combustible construction and building openings as required therein. Fires in a fireplace shall be contained within a firebox with an attached chimney. The opening in the face of the firebox shall have an installed and maintained method of arresting sparks.

The burning of wood or other solid fuel in a device is not allowed within 25 feet of combustible structures unless within an approved permanent fireplace. Conditions which could cause a fire to spread within 25 feet of a structure or to vegetation shall be eliminated prior to ignition. Fires in devices burning wood or solid fuel shall be in accordance with Sections 305, 307, and 308.

Exceptions:

1. Portable fireplaces and fire rings/pits
equipped with a device to arrest sparks
shall be located at least 3 feet from
combustible construction at R-3
occupancies,

2. Portable fireplaces, and fire pits/rings
equipped with a device to arrest sparks,
shall be located at least 15 feet from
combustible structures at other R
occupancies.
664
Ordinance No. 1796 Page 56
56 Section 307.6.2.1 Where prohibited is hereby added as follows:
307.6.2.1 Where prohibited. The burning of wood and
other solid fuels shall not be conducted within a fuel
modification zone, Wildfire Risk Area (WRA), WildlandUrban Interface Area (WUI), or in locations where conditions could cause the spread of fire to the WRA or WUI.

Exceptions:

1. Permanent fireplaces that are not located in a fuel
modification zone

2. Where determined by the Fire Code Official that the
location or design of the device should reasonably
prevent the start of a wildfire.

Section 307.7 Fire Prevention is hereby added as follows:

Section 307.7 Fire Prevention.

A. Except as provided in subsection B, authorized in the San Clemente Municipal Code, or permitted by the City
or the Orange County Fire Authority, no person shall
kindle, build, light, or maintain a fire in:

1. The public right-of-way;

2. Property owned or managed by the City;

3. Property that is zoned or designated by the City
as "Open Space," "Public," "Civic Center" or
"Institutional;" or

4. Vacant or unimproved portions of property that
are zoned or designated by the City as "Inland
Canyon," "Coastal Canyon" or "Coastal Bluff."
Enforcement personal may order the immediate
extinguishment of any fire in violation of this subsection A.

B. The prohibitions provided in subsection A do not apply in any public or private park where fires are permitted so long as all of the following conditions are met:
665
Ordinance No. 1796 Page 57
57 1. The fire is in a designated fire ring or pit, of a maximum horizontal distance of 3 feet by 2 feet,
or contained within a commercially manufactured
appliance that is elevated off of the ground (e.g.,
a hibachi, firepit, or barbeque grill);

2. Only wood, charcoal, or paper products are used
as fuel;

3. No painted or chemically treated wood is burned;

4. All fuel material fits within the inside edge of the fire ring, pit, or elevated appliance;

5. The fuel materials do not rise higher than
approximately two (2) feet above the top edge of
the fire ring, pit, or elevated appliance; and

6. Hazardous conditions identified in Section 305.6
do not exist.

C. Enforcement personnel may order the extinguishment of any fire otherwise permitted under subsection B for any public safety or welfare reason. Such reasons include,
but are not limited to, the fire's location or proximity to a hazardous fire area, types of fuel, wind speed, wind
direction, flying embers, or other hazardous conditions described in Section 305.6 exist.

D. This section shall be enforced by the Orange County
Fire Authority, the Orange County Sheriff's Department, and employees designated by the City Manager in the
City's Marine Safety, Code Compliance, and Park
Ranger Divisions (collectively referred to herein as
"Enforcement Personnel").

SECTION 324 FUEL MODIFICATION REQUIREMENTS
FOR NEW CONSTRUCTION is hereby added as follows:
324.1 Fuel Modification Requirements For New
Construction. All new structures and facilities adjoining land containing hazardous combustible vegetation shall be
approved and in accordance with the requirements of OCFA Guideline C-05 “Vegetation Management Guideline:

Technical Design for New Construction Fuel Modification Plans and Maintenance Program.”
666
Ordinance No. 1796 Page 58
58 Section 325 CLEARANCE OF BRUSH OR VEGETATION
GROWTH FROM ROADWAYS is hereby added as follows:
325.1 Clearance of brush or vegetation growth from
roadways. The fire code official is authorized to cause areas within 10 feet (3048 mm) on each side of portions of highways and private streets which are improved, designed or ordinarily used for vehicular traffic, to be cleared of flammable
vegetation and other combustible growth. Measurement shall be from the flow-line or the end of the improved edge of the roadway surfaces.

Exception: Single specimens of trees, ornamental
shrubbery or cultivated ground cover such as green grass, ivy, succulents or similar plants used as ground covers, provided that they do not form a means of readily transmitting fire.

Section 326 UNUSUAL CIRCUMSTANCES is hereby added
as follows:
326.1 Unusual circumstances. The fire code official may suspend enforcement of the vegetation management
requirements and require reasonable alternative measures designed to advance the purpose of this code if determined that in any specific case that any of the following conditions exist:

1. Difficult terrain.

2. Danger of erosion.

3. Presence of plants included in any state and federal resources agencies, California Native Plant Society
and county-approved list of wildlife, plants, rare,
endangered and/or threatened species.

4. Stands or groves of trees or heritage trees.

5. Other unusual circumstances that make strict
compliance with the clearance of vegetation provisions
undesirable or impractical.

Section 327 USE OF EQUIPMENT is hereby added as
follows:
327.1 Use of equipment. Except as otherwise provided in this section, no person shall use, operate, or cause to be operated in, upon or adjoining any hazardous fire area any internal combustion engine which uses hydrocarbon fuels, unless the engine is equipped with a spark arrester as defined in Section 202 maintained in effective working order, or the 667
Ordinance No. 1796 Page 59
59 engine is constructed, equipped and maintained for the prevention of fire.

Exceptions:

1. Engines used to provide motor power for trucks, truck tractors, buses, and passenger vehicles, except
motorcycles, are not subject to this section if the
exhaust system is equipped with a muffler as defined
in the Vehicle Code of the State of California.

2. Turbocharged engines are not subject to this section if all exhausted gases pass through the rotating turbine
wheel, there is no exhaust bypass to the atmosphere,
and the turbocharger is in good mechanical condition.

Section 327.2 Use of equipment and devices generating
heat, sparks or open flames is hereby added as follows:
327.2 Equipment and devices generating heat, sparks or
open flames. During any time of the year within Wildfire Risk Areas, within or immediately adjacent to any forest- or brushcovered land or non-irrigated grass-covered land, no person shall use or operate any welding equipment, cutting torches, tar pots, grinding devices, or other tools or equipment that may produce a spark, fire, or flame that could result in a wildfire without doing the following:

1. First clearing away all flammable material, including snags, from the area around such operation for a
distance of 30 feet or other approved method to reduce
fire spread into the wildlands. If 30-foot clearing cannot be achieved, then an alternate method shall be
approved by the AHJ prior to work starting.

2. Maintain one serviceable round point shovel with an
overall length of not less than forty-six (46) inches and one backpack pump water-type fire extinguisher fully
equipped and ready for use at the immediate area
during the operation.

3. Stop work when winds are 8 MPH or greater during
periods when relative humidity is less than 25%, or a
red flag condition has been declared or public
announcement is made, when an official sign was
caused to be posted by the fire code official, or when
such fires present a hazard as determined by the fire
code official.
668
Ordinance No. 1796 Page 60
60 4. Keep a cell phone nearby and call 911 immediate in case of fire.

Section 327.3 Spark Arresters is hereby added as follows:
327.3 Spark arresters. Spark arresters shall comply with Section 202, and when affixed to the exhaust system of
engines or vehicles subject to Section 327 shall not be placed or mounted in such a manner as to allow flames or heat from the exhaust system to ignite any flammable material.

8.16.060 – Chapter 4 amended—Emergency Planning
and Preparedness.

Chapter 4
Emergency Planning and Preparedness
Chapter 4: EMERGENCY PLANNING AND
PREPAREDNESS is adopted in only those sections and
subsections adopted by the SFM with the following
amendment.

Section 407.5 is hereby revised as follows:
407.5 Hazardous Materials Inventory Statement. Where
required by the fire code official, each application for a permit shall follow OCFA Guideline G-04 “Completion of the Chemical Classification” in accordance with Section
5001.5.2.

8.16.070 – Chapter 5 amended—Fire Service Features.

Chapter 5
Fire Service Features
Chapter 5 FIRE SERVICE FEATURES is adopted in its
entirety as amended by SFM with the following
amendments:

SECTION 501.1 Scope is hereby revised as follows:
501.1 Scope. Fire service features for buildings, structures and premises shall comply with this chapter and, where
required by the fire code official, with OCFA Guideline B-01 669
Ordinance No. 1796 Page 61
61 “Fire Master Plans for Commercial & Residential
Development.”
Section 510.1 Emergency responder communications
enhancement systems coverage in new buildings is
hereby deleted and replaced as follows:
510.1 Emergency responder radio coverage in new
buildings. All new buildings shall have approved radio
coverage for emergency responders within the building
based upon the existing coverage levels of the public safety communication systems of the jurisdiction at the exterior of the building. This section shall not require improvement of the existing public safety communication systems. The
Emergency Responder Radio Coverage System shall
comply with the requirements of the Orange County Sheriff’s Department, Communications and Technology Division, and where the functionality of performance requirements in the California Fire Code are more stringent, this code.

Exceptions:

1. In buildings or structures where it is determined by the fire code official that the radio coverage system is not needed, including but not limited to the following:
a. Existing buildings or structures, unless required by the Building Official and OCFA for buildings and
structures undergoing extensive remodel and/or
expansion.
b. Elevators.
c. Structures that meet all of the following:
i. Three stories or less, and
ii. Do not have subterranean storage or parking,
and
iii. Do not exceed 50,000 square feet on any
single story.
d. Structures that meet all of the following:
i. Residential structures four stories or less, and
ii. Constructed of wood, and
iii. Do not have subterranean storage or parking,
and
iv. Are not built integral to an above ground multistory parking structure. 670
Ordinance No. 1796 Page 62
62 Should a structure that is three stories or less and 50,000 square feet or smaller on any single story
include subterranean storage or parking, then this
ordinance shall apply only to the subterranean areas.

2. In facilities where emergency responder radio coverage is required and such systems, components or equipment
required could have a negative impact on the normal
operations of the facility, the fire code official shall have the authority to accept an automatically activated
emergency radio coverage system.

8.16.080 – Chapter 9 amended—Fire Protection and Life
Safety Systems.

Chapter 9
Fire Protection and Life Safety Systems
Chapter 9 FIRE PROTECTION AND LIFE SAFETY
SYSTEMS is adopted in its entirety as amended by the SFM with the following amendments:

Section 903.2 Where required is hereby revised as follows:
903.2 Where required. Approved automatic sprinkler
systems in buildings and structures shall be provided when one of the following conditions exists:

1. New buildings: In addition to the requirements of
Sections 903.2.1 through 903.2.21, approved automatic
sprinkler systems in new buildings, structures and
change of use shall be provided as follows (Exception:

Group R detached one- two-family dwellings and
townhouses as required by Section 903.2.8):
a) Throughout all Group A, C, I, E, H and L
Occupancies.
b) Throughout all Group B, F, M, and S Occupancies
exceeding 1,000 square feet.
c) Throughout all Group U Occupancies exceeding
6,000 square feet.

For the purposes of this section, fire walls shall not
define separate buildings.

2. Alteration: When the floor area of the alteration within any two-year period exceeds 75% of the area of the
671
Ordinance No. 1796 Page 63
63 existing structure and the alteration includes structural modifications other than seismic upgrade.

3. Addition: Sprinkler protection shall be provided
throughout the entire building when:
a) Existing unsprinklered building less than 5000 square feet: where 20% or more is added and the gross floor
areas exceed 5000 square feet.
b) Existing unsprinklered building equal or greater than 5000 square feet: where more than 1,000 square feet
is added.
c) Fire sprinklers shall be provided in additions to an existing building that has fire sprinklers installed
d) Change of use when required by that use.

Exception: Additions to Group R occupancies shall comply with Section 903.2.8 (2).

Section 903.2.8 Group R is hereby revised as follows:
903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area as follows:

1. New Buildings: An automatic sprinkler system shall be installed throughout all new buildings, including the
attached garages.

2. Existing R Buildings: An automatic sprinkler system
shall be installed throughout when one of the following conditions exists:
a) All existing Group R occupancies and U garages when
the total floor area is increased by 50% of the existing area over a two-year period.
b) All existing Group R occupancies and U garages when
the total area is increased by 750 square feet or more
over a two-year period.
c) All existing Group R occupancies and U garages when
an additional story is added to the structure regardless of the area involved.
d) All existing Group R occupancy buildings when the
floor area of the alteration or combination of an
addition and alteration, within any two-year period, is 50% or more of area of the existing structure and
672
Ordinance No. 1796 Page 64
64 where the scope of the work exposes building framing and facilitates sprinkler installation and is such that the Building/Fire Code Official determines that the
complexity of installing a sprinkler system would be
similar as in a new building.
e) Any addition to an existing building that has fire
sprinklers installed.

The exceptions in this section remain unchanged.

Section 903.3.5.3 Hydraulically calculated
systems is hereby added as follows:
903.3.5.3 Hydraulically calculated systems. The
design of hydraulically calculated sprinkler systems shall not exceed 90% of the water supply capacity.

Exception: When static pressure exceeds 100 psi,
and when required by the fire code official, the sprinkler system shall not exceed the water supply capacity specified by Table 903.3.5.3.

8.16.102 – Chapter 28 amended—Lumber Yards and
Argo-Industrial, Solid Biomass and Woodworking
Facilities.

Chapter 28
90 100 110 120 130 140 150 PSI
85 80
75 Design %
TABLE 903.3.5.3
Hydraulically Calculated Systems
673
Ordinance No. 1796 Page 65
65 Lumber Yards and Agro-Industrial, Solid Biomass and
Woodworking Facilities
Chapter 28 LUMBER YARDS AND AGRO-INDUSTRIAL,
SOLID BIOMASS AND WOODWORKING FACILITIES is
adopted in its entirety with the following amendments:

Section 2801.2 Permit is hereby revised as follows:
2801.2 Permit. Permits shall be required as set forth in Section 105.5 and 105.5.31.

Section 2808.2 Storage site is hereby revised as follows:
2808.2 Storage site. Storage sites shall be level and on solid ground, elevated soil lifts or other all-weather surface.

Sites shall be thoroughly cleaned, and approval obtained from the fire code official before transferring products to the site.

Section 2808.3 Size of piles is hereby revised as follows:
2808.3 Size of piles. Piles shall not exceed 15 feet in height, 50 feet in width, and 100 feet in length.

Exception: The fire code official is authorized to allow the pile size to be increased where a fire protection plan is provided for approval that includes, but is not limited to, the following:

1. Storage yard areas and materials-handling equipment
selection, design and arrangement shall be based upon
sound fire prevention and protection principles.

2. Factors that lead to spontaneous heating shall be
identified in the plan, and control of the various factors shall be identified and implemented, including provisions for monitoring the internal condition of the pile.

3. The plan shall include means for early fire detection and reporting to the public fire department; and facilities needed by the fire department for fire extinguishment
including a water supply and fire hydrants.

4. Fire apparatus access roads around the piles and access roads to the top of the piles shall be established,
identified, and maintained.
674
Ordinance No. 1796 Page 66
66 5. Regular yard inspections by trained personnel shall be included as part of an effective fire prevention
maintenance program.

Additional fire protection called for in the plan shall be provided and shall be installed in accordance with this code.

The increase of the pile size shall be based upon the
capabilities of the installed fire protection system and features.

Section 2808.3.1 Increase in pile or stack size is hereby deleted in its entirety.

Section 2808.4 Pile Separation is hereby revised as
follows:
2808.4. Pile separation. Piles shall be separated from
adjacent piles by a minimum distance of 20 feet.

Additionally, piles shall have a minimum separation of 100 feet from combustible vegetation.

Section 2808.7 Pile fire protection is hereby revised as follows:
2808.7 Pile fire protection. Automatic sprinkler protection shall be provided in conveyor tunnels and combustible
enclosures that pass under a pile. Combustible conveyor systems and enclosed conveyor systems shall be equipped with an approved automatic sprinkler system. Oscillating sprinklers with a sufficient projectile reach are required to maintain a 40% to 60% moisture content and wet down
burning/smoldering areas.

Section 2808.9 Material-handling equipment is hereby
revised as follows:
2808.9 Material-handling equipment. All material-handling equipment operated by an internal combustion engine shall be provided and maintained with an approved spark arrester.

Approved material-handling equipment shall be available for moving wood chips, hogged material, wood fines and raw
product during fire-fighting operations.

Section 2808.11 Temperature control is hereby added as
follows:
675
Ordinance No. 1796 Page 67
67 2808.11 Temperature control. The temperature shall be monitored and maintained as specified in Sections
2808.11.1 and 2808.11.2.

Section 2808.11.1 Pile temperature control is hereby
added as follows:
2808.11.1 Pile temperature control. Piles shall be rotated when internal temperature readings are in excess of 165 degrees Fahrenheit.

Section 2808.11.2 New material temperature control is
hereby added as follows:
2808.11.2 New material temperature control. New loads
delivered to the facility shall be inspected and tested at the facility entry prior to taking delivery. Material with
temperature exceeding 165 degrees Fahrenheit shall not be accepted on the site. New loads shall comply with the
requirements of this chapter and be monitored to verify that the temperature remains stable.

Section 2808.12 Water availability is hereby added as
follows:
2808.12 Water availability. Facilities with over 2500 cubic feet shall provide a water supply. The minimum fire flow shall be no less than 500 GPM @ 20 psi for a minimum of 1 hour duration for pile heights up to 6 feet and 2-hour duration for pile heights over 6 feet. If there is no water purveyor, an alternate water supply with storage tank(s) shall be provided for fire suppression. The water supply tank(s) shall provide a minimum capacity of 2500 gallons per pile (maximum 30,000 gallons) for piles not exceeding 6 feet in height and 5000 gallons per pile (maximum 60,000) for piles exceeding 6 feet in height. Water tank(s) shall not be used for any other purpose unless the required fire flow is left in reserve within the tank at all times. An approved method shall be provided to maintain the required amount of water within the tank(s).

Section 2808.13 Tipping areas is hereby added as follows:
2808.13 Tipping areas shall comply with the following:

1. Tipping areas shall not exceed a maximum area of 50
feet by 50 feet.
676
Ordinance No. 1796 Page 68
68 2. Material within a tipping area shall not exceed 5 feet in height at any time.

3. Tipping areas shall be separated from all piles by a 20- foot-wide fire access lane.

4. A fire hydrant or approved fire water supply outlet shall be located within 150 feet of all points along the
perimeter of the tipping area.

5. All material within a tipping area shall be processed within 5 days of receipt.

Section 2808.14 Emergency contact is hereby added as
follows:
2808.14 Emergency contact. The contact information of a responsible person or persons shall be provided to the Fire Department and shall be posted at the entrance to the facility for responding units. The responsible party should be
available to respond to the business in an emergency
situation.

Section 2808.15 Maximum grid of piles and rows is
hereby added as follows:
2808.15 Maximum grid of piles and rows. Rows of Piles
shall not exceed 500 feet by 500 feet. Grids shall be
separated by a minimum 50-foot clear space used for no
other purpose.
2808.16 Push-out / clear area is hereby added as follows:
2808.16 Push-out / clear area. Piles exceeding 20 cubic yards shall be provided with push-out areas. Push-out areas shall be maintained clear at all times to allow for the largest pile to be spread out to a depth of 2 feet in height. Push-out areas shall be located within 250 feet of all edges of any pile and shall be located a minimum of 20 feet from any building.

8.16.104 – Chapter 50 amended—Hazardous Materials –
General Provisions.

Chapter 50
Hazardous Materials – General Provisions
677
Ordinance No. 1796 Page 69
69 Chapter 50 HAZARDOUS MATERIALS – GENERAL
PROVISIONS is adopted in its entirety as amended by SFM with the following amendments.

Section 5001.5.2 Hazardous Materials Inventory
Statement (HMIS) is hereby revised as follows:
5001.5.2 Hazardous Materials Inventory Statement
(HMIS). Where required by the fire code official, an
application for a permit shall follow OCFA Guideline G-04 “Completion of the Chemical Classification”, which shall be completed and approved prior to approval of plans, and/or the storage, use or handling of chemicals on the premises.

Section 5003.1.1.1 Extremely hazardous substances is
hereby added as follows:
5003.1.1.1 Extremely hazardous substances. No person
shall use or store any amount of extremely hazardous
substances (EHS) in excess of the disclosable amounts (see Health and Safety Code Section 25500 et al) in a residential zoned or any residentially developed property.

8.16.105 – Chapter 56 amended—Explosives and
Fireworks.

Chapter 56
Explosives and Fireworks
Chapter 56 EXPLOSIVES AND FIREWORKS is adopted in
its entirety as amended by the SFM with the following
amendments:

Section 5608.2 Firing is hereby added as follows:
5608.2 Firing. All fireworks display, regardless of mortar, device, or shell size, shall be electrically fired.

Section 5608.3 Application for permit is hereby added as follows:

Section 5608.3 Application for permit. A diagram of the grounds on which the display is to be held showing the point at which the fireworks are to be discharged, the fallout area based on 100 feet per inch of shell size, the location of all 678
Ordinance No. 1796 Page 70
70 buildings, roads, and other means of transportation, the lines behind which the audience will be restrained, the location of all nearby trees, telegraph or telephone line, or other overhead obstructions shall be provided to OCFA.

8.16.106 – Chapter 80 amended—Referenced Standards.

Chapter 80
Referenced Standards
Chapter 80 REFERENCED STANDARDS is adopted in its
entirety as amended by the SFM with the following
amendments:

NFPA 13, 2025 Edition, Standard for the Installation of Sprinkler Systems is hereby amended as follows:

Section 9.2.1.7 is hereby revised as follows:

9.2.1.7 Concealed spaces filled with noncombustible
insulation shall not require sprinkler protection when
approved by the fire code official.

Section 9.4.3.1 is hereby revised as follows:

9.4.3.1 When fire sprinkler systems are installed in shell buildings of undetermined use (Spec Buildings) other than warehouses (S occupancies), fire sprinklers of the quickresponse type shall be used. Use is considered undetermined if a specific tenant/occupant is not identified at the time the fire sprinkler plan is submitted. Sprinklers in light hazard occupancies shall be one of the following:

1. Quick-response type as defined in 3.3.223.4.16

2. Residential sprinklers in accordance with the
requirements of Chapter 12

3. Quick-response CMSA sprinklers

4. ESFR sprinklers

5. Standard-response sprinklers used for modifications or additions to existing light hazard systems equipped with standard-response sprinklers.
679
Ordinance No. 1796 Page 71
71 6. Standard-response sprinklers used where individual standard-response sprinklers are replaced in existing light hazard systems
Section 16.12.3.3 is hereby revised as follows:

16.12.3.3 Fire department connections (FDC) shall be of an approved type. The location shall be approved and be no more than 150 feet from a public hydrant. The FDC may be located within 150 feet of a private fire hydrant when
approved by the fire code official. The size of piping and the number of 2½” inlets shall be approved by the fire code official. If acceptable to the water authority, it may be installed on the backflow assembly. Fire department inlet connections shall be painted OSHA safety red or as
approved. When the fire sprinkler density design requires more than 500 gpm (including inside hose stream demand), or a standpipe system is included, four 2½” inlets shall be provided.

NFPA 13D 2025 Edition, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings
and Manufactured Homes is hereby amended as follows:

Section 7.1.2 is hereby revised as follows:

7.1.2 The sprinkler system piping shall not have separate control valves installed unless supervised by a central station, proprietary, or remote station alarm service.

NFPA 24, 2025 Edition, Standard for the Installation of Private Fire Service Mains and Their Appurtenances is
hereby amended as follows:

Section 6.2.8.1 is hereby added as follows:

6.2.8.1 All indicating valves controlling fire suppression water supplies shall be painted OSHA red.

Exceptions:

1. Brass or bronze valves on sprinkler risers mounted to the exterior of the building may be left unpainted.

2. Where OS&Y valves on the detector check assembly
are the only control valves, at least one OS&Y valve
shall be painted red.
680
Ordinance No. 1796 Page 72
72 Section 6.2.9 is hereby revised as follows:

All connections to private fire service mains for fire protection systems shall be arranged in accordance with one of the following so that they can be isolated:

1. A post indicator valve installed not less than 40 ft (12 m) from the building
a) For buildings less than 40 ft (12 m) in height, a post indicator valve shall be permitted to be installed
closer than 40 ft (12 m) but at least as far from the
building as the height of the wall facing the post
indicator valve.
b) Post indicating valves shall be allowed to be closer than 40 ft (12 m) to the building when a property line
or other physical barriers make it impossible to have
a post indicating valve 40 ft (12m) away.
c) Post indicating valves shall be allowed to be closer than 40 ft (12 m) to the building when building
driveway or fire access roadways or other building
traffic make it impractical to be 40 ft (12 m).

2. A wall post indicator valve on risers located within the building, either a nonrising stem gate valve with a wall post indicator or a listed butterfly valve with an
indicating handle extending out through the building
wall.

3. A backflow preventer with at least one indicating valve not less than 40 ft (12 m) from the building
a) For buildings less than 40 ft (12 m) in height, a
backflow preventer with at least one indicating valve
shall be permitted to be installed closer than 40 ft (12 m) but at least as far from the building as the height
of the wall facing the backflow preventer.
b) Backflow preventer valves shall be allowed to be
closer than 40 ft (12 m) to the building when a
property line or other physical barriers make it
impossible to have a backflow preventer valve 40 ft
(12 m) away.
c) Backflow preventer valves shall be allowed to be
closer than 40 ft (12 m) to the building when building
driveway or fire access roadways or other building
traffic make it impractical to be 40 ft (12 m).
681
Ordinance No. 1796 Page 73
73 4. Indicating control valves installed in a fire-rated room accessible from the exterior

5. Indicating control valves in a fire-rated stair enclosure accessible from the exterior as permitted by the AHJ

6. Any other valve type or location as permitted by the AHJ
Section 10.1.5 is hereby added as follows:

10.1.5 All ferrous pipe and joints shall be polyethylene encased per AWWA C150, Method A, B, or C. All fittings shall be protected with a loose 8-mil polyethylene tube or sheet.

The ends of the tube or sheet shall extend past the joint by a minimum of 12 inches and be sealed with 2-inch-wide tape approved for underground use. Galvanizing does not meet the requirements of this section.

Exception: 304 or 316 Stainless Steel pipe and fittings Section 10.4.1.1 is hereby revised as follows:

10.4.1.1 All bolted joint accessories shall be cleaned and thoroughly coated with asphalt, bituminous, or other
corrosion-retarding material after installation.

Exception: Bolted joint accessories made from 304 or 316 stainless steel.

Section 10.4.1.1.1 is hereby added as follows:

10.4.1.1.1 All bolts used in pipe-joint assembly shall be 316 stainless steel.

Section 10.4.3.2 is hereby deleted and replaced as follows:

10.4.3.2 Where fire service mains enter the building adjacent to the foundation, the pipe may run under a building to a maximum of 24 inches, as measured from the interior face of the exterior wall to the center of the vertical pipe. The pipe under the building or building foundation shall be 304 or 316 stainless steel and shall not contain mechanical joints or it shall comply with 10.4.3.2.1 through 10.4.3.2.4.

Appendices
Appendix A is not adopted.
682
Ordinance No. 1796 Page 74
74 Appendix B is adopted in its entirety as amended by the SFM.

Appendix BB is adopted in its entirety.

Appendix C is adopted in its entirety as amended by the SFM.

Appendix CC is adopted in its entirety.

Appendix D is not adopted.

Appendix E is not adopted.

Appendix F is not adopted.

Appendix G is not adopted.

Appendix H is adopted in its entirety.

Appendix I is not adopted.

Appendix J is not adopted.

Appendix K is not adopted.

Appendix L is not adopted.

Appendix M is not adopted.

Appendix N is not adopted.

Appendix O is not adopted.

Appendix P is not adopted.

Appendix Q is not adopted
Section 18. Severability. If any provision of this ordinance or its application to any person or circumstance is held to be invalid by a court of competent jurisdiction, such invalidity has no effect on the other provisions or applications of the ordinance that can be given effect without the invalid provision or application, and to this extent, the provisions of this Ordinance are severable. The City Council declares that it would have adopted this Ordinance irrespective of the invalidity of any portion thereof.

Section 19. Effective Date. This Ordinance takes effect on January 1, 2026, consistent with section 18941.5 of the California Health and Safety Code, or 30 days after its final passage and adoption, whichever is later, consistent with California Government Code section 36937.

Section 20. Certification. The City Clerk is directed to certify the passage and adoption of this Ordinance; cause it to be entered into the City’s book of original ordinances; make a note of the passage and adoption in the records of this meeting; and, within fifteen (15) days after the passage and adoption of this Ordinance, cause it to be published or posted in accordance with California law.

APPROVED AND ADOPTED this __ day of __________, 2025.
683
Ordinance No. 1796 Page 75
75 ATTEST:
__________________________ __________________________
City Clerk of the City of Steve Knoblock, Mayor of the
San Clemente, California City of San Clemente, California

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, hereby certify that Ordinance No. 1796 having been regularly introduced at the meeting 684
Ordinance No. 1796 Page 76
76 of _______________________, was again introduced, the reading in full thereof unanimously waived, and duly passed and adopted at a regular meeting of the City Council held on the _____day of _____________, _______, and said ordinance was adopted by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of ______________________, ________.
__________________________
CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
____________________________
Elizabeth A. Mitchell, City Attorney
685
1 Exhibit A
Findings to Support Local Amendments to the
2025 Edition of the California Building Standards Code and Related Codes Pursuant to California Health & Safety Code sections 17958.5, 17958.7, and 18941.5, this Exhibit A to Ordinance No. ---- of the City of San Clemente sets forth the City Council’s express findings and determinations justifying the City’s local amendments to the 2025 Edition of the California Building Standards Code as reasonably necessary because of local climatic, geologic, and/or topographic conditions.

Chapter 15.08 Amendments to California Building Code (CBC) Municipal Code
Section
CBC Section
Added or
Amended
Substance of Amendment
(full text in Ordinance No.----)
Justificatio
n (see key
below)

15.08.020 101.1 Title updated Admin
101.2 Scope updated Admin
101.2.1 Adopt by reference Appendix I,
Patio Covers.

Admin
101.4.9 Adoption of Green Building Standards
Code
Admin
105.2 Amendment of “Building” list and
associated items for which permits are
not required
Admin
686
2 105.3.2 Time limitation of application Admin
105.5 Expiration of permits Admin
105.8 Completion of construction Admin
105.9 Maintenance of Property During
Construction
Admin
107.2.9 Requirement to submit soil report Admin & II
107.3 Requirement to pay plan review fee at
time of document submittal
Admin
107.5 Requirement to image plans Admin
109.2 Fee for permits Admin
109.3 Building Official determination of value
or valuation
Admin
109.4 Investigation fee Admin
687
3 109.6 Building Official authorized to establish
refund policy
Admin
109.7 Deposit or bond requirement for final
inspection approvals
Admin
110.7 Re-inspections Admin

15.08.025 202 Add definitions for Bedroom, Kitchen or
Kitchenette, Spark Arrester, and
Swimming Pool to general definitions
Admin

15.08.030 406.2.4 Floor surfaces; exception #1 deleted II & III

15.08.040 901.2 Fire protection systems I, II, & III
903.2 New sprinklers, where required I, II, & III
903.2.8 Group R, sprinkler installation I, II, & III

15.08.050 1502.4 Water accumulating on roof must be
effectively drained

II & III
T1505.1 All roofs must be Class A I
688
4 1505.1.1 Roof coverings I

15.08.060 1807.1.6 Prescriptive design of concrete and
masonry foundation walls

II & III

15.08.070 3109.2 Amend definition of Enclosure, amend
Exception #1 of 115922(a), add section
115928 related to Sound Attenuation

II & III
Chapter 15.12 Amendments to California Electrical Code (CEC) Municipal Code CEC Section Substance of Amendment Justification Section Added or
Amended (full text in Ordinance No.----)
(see key
below)

15.12.020 90 Administration and Fees Admin
300.5(L) Overhead writing not to be installed
outside on private property
Admin, I
Chapter 15.13 Amendments to California Wildland-Urban Interface Code (CWUIC) Municipal Code CWUI Section Substance of Amendment Justification Section Added or
Amended (full text in Ordinance No.----)
(see key
below)

15.13.020 501.1 Exceptions deleted I&II
602.4 Fuel modification plans added I&II
689
5 Chapter 15.16 Amendments to California Mechanical Code (CMC) Municipal Code
Section
CMC Section
Added or
Amended
Substance of Amendment
(full text in Ordinance No.----)
Justification
(see key
below)

15.16.020 104.4.3,104.4.4&
104.5
Administration and Fees Admin
504.3 Domestic Range Hoods and
Vents

I, II, & III
1308.4 Requirement of approved PE
pipe and fittings for exterior
buried gas piping, prohibition
on ferrous piping absent soil
analysis

I, II, & III
690
6 Chapter 15.20 Amendments to California Plumbing Code (CPC) Municipal Code
Section
CPC Section
Added or
Amended
Substance of Amendment
(full text in Ordinance No.----)
Justification
(see key
below)

15.20.020 104.4 & 104.5 Administration and Fees Admin
604.1 Prohibition on ferrous materials in
water pipe

I, II, & III
604.3 Copper tube piping, weight not less than
Type K

I, II, & III
609.3 Amend Item #2 I, II, & III
610.8 Add prohibition on building supply pipes
less than 1” in diameter

I, II, & III
701.2 Prohibition on cast iron for drainage and
waste piping

I, II, & III
1208.5 Requirement of approved PE pipe and
fittings for exterior buried gas piping,
prohibition on ferrous piping absent soil
analysis

I, II, & III
691
7 Chapter 15.22 Amendments to California Residential Code (CRC) Municipal Code
Section
CRC Section
Added or
Amended
Substance of Amendment
(full text in Ordinance No. ----)
Justificatio
n (see key
below)

15.22.020 R101.1 Title Admin
R101.2 Scope Admin
R105.2 Amend Items 1–10 of “Building”
heading re projects not requiring a
permit
Admin
R105.3.2 Time limitation of application Admin
R105.5 Expiration Admin
R105.10 Completion of construction limitation Admin
R105.11 Maintenance of property during
construction
Admin
R106.1.7 Soil report required Admin, II,
& III
R106.3 Plan review fee Admin
R106.5 Plan imaging requirement Admin
R108.2 Fee set by Council resolution Admin
692
8 R108.3 Building Official determination as
to value and valuation
Admin
R108.5 Refunds Admin
R108.6 Investigation Fee Admin
R108.7 Deposit Admin
R109.5 Re-Inspections Admin

15.22.030 TR301.2(1) Amend Table R301.2(1) re wind
design, seismic design, winter
design, etc.

I, II, & III
R301.9 Fuel Modification Requirements for
New Construction

I, II, & III
TR302.1(2) Delete footnote “a” from Table I, II, & III
693
9 R309.1 Townhouse automatic fire
sprinklers

I, II, & III
R309.1.1 New buildings I, II, & III
R309.1.2 Existing buildings I, II, & III
R309.2 One- and two-family dwellings
automatic fire sprinklers systems

I, II, & III
R309.3.6.2.2 Calculation procedure re size for
water distribution piping

I, II, & III
R306.1 General construction in flood
hazard areas, floodways,
corresponding tables

I, II, & III

15.22.040 R402.2 Concrete, corrosive soils,
reinforcement against

II & III
R405.1 Exception deleted II & III
694
10 15.22.050 R602.10.4.1 Mixing Methods II & III

15.22.060 R902.1 Roofing covering materials I, II, & III R902.1.1,
R902.1.2,
R902.1.3
deleted and
replaced with
R902.1.1
Roof Coverings requirements, flame
retardant properties, surface area reroofing requirements

I, II, & III
R902.2 Fire-retardant-treated shingles and
shakes

I, II, & III
R903.4 Roof Drainage II & III

15.22.065 R1001.14 Outdoor gas fireplaces, fire pits, fire rings, or similar devices

I, II, & III
695
11 R1001.14.1 Gas-fueled devices I, II, & III
R1001.14.2 Devices using wood or fuels other
than natural gas or liquefiedpetroleum gas

I, II, & III
R1001.14.3 Where prohibited I, II, & III

15.22.070
NFPA 13D:

7.1.2 Fire Department Connections &
Sprinkler System Installations

I, II, & III
696
12 Chapter 15.23 Amendments to California Existing Building Code (CEBC) Municipal Code CEBC Section Substance of Amendment Justification Section Added or
Amended (full text in Ordinance No. ----)
(see key
below)

15.23.020 302.6 & 302.7 Requirements to move structure I, II, & III 302.7 Relocation permit fee Admin
697
13 Chapter 8.16 Amendments to California Fire Code (CFC) Municipal Code CFC Section Substance of Amendment Justification Section Added or
Amended (full text in Ordinance No. ----)
(see key
below)

8.16.020 N/A OCFA designated as enforcement and
inspection authority
Admin

8.16.030 112.4 Violation penalties Admin
112.4.2 Infraction and misdemeanor Admin

8.16.040 202 General definitions Admin

8.16.050 304.1.2 OCFA vegetation management I
305.6 Hazardous conditions (outdoor fires) I & II
305.7 Disposal of rubbish I & II
307 Open burning, recreational fires, fire
pits, fire rings, and outdoor fireplaces
Admin
307.6 Outdoor fireplaces, fire pits, fire rings Admin
698
14 307.6.1 Gas-fueled devices (outdoor fire) I & II
307.6.2 Devices using wood or fuels other than
natural gas or LPG
I & II
307.6.2.1 Where prohibited (burning of solid
fuels)
I & II
324.1 Fuel modification requirements for new
construction
I
325.1 Clearance of brush or vegetation growth
from roadways
I
326.1 Unusual circumstances (vegetation
management)
Admin
327.1 Use of equipment (IC engines and spark
arresters)
I
327.2 Use of equipment and devices
generating heat, sparks or open flames
I
327.3 Spark arresters I

8.16.060 407.5 Hazardous material inventory statement I & II 699
15 8.16.070 501.1 Scope (fire service features) Admin, I, II & III
510.1 Emergency responder radio coverage Admin

8.16.080 903.2 Where required (sprinklers) I, II & III
903.2.8 Group R (sprinklers) I, II & III
903.3.5.3 Hydraulically calculated systems I, II, & III

8.16.102 2801.2 Permit (biomass storage and handling) Admin 2808.2 Storage site I
2808.3 Size of piles I
2808.4 Pile separation I
2808.7 Pile fire protection I
700
16 2808.9 Material-handling equipment I
2808.11 Temperature control I
2808.11.1 Pile temperature control I
2808.11.2 New material temperature control I
2808.12 Water availability (for piles) I
2808.13 Tipping area I
2808.14 Emergency contact information Admin
2808.15 Maximum grid of piles and rows Admin, I
2808.16 Push-out / clear area Admin, I

8.16.104 5001.5.2 Hazardous materials inventory
statement
Admin
701
17 5003.1.1.1 Extremely hazardous substances I, II, & III

8.16.105 5608.2 Firing (commercial fireworks) Admin
5608.3 Application for permit (commercial
fireworks)
Admin

8.16.106 Chapter 80 Reference Standards N/A
2025 NFPA 13 (commercial sprinkler
systems)
Admin, II & III
2025 NFPA 13D (single family sprinkler
systems)
I & II
2025 NFPA 24 (underground water
supply systems)
Admin & III
702
18 Justifications KEY:

Admin – This is an administrative amendment, which does not modify a building standard as defined in California Health & Safety Code section 18909. The amendment establishes administrative procedures for the effective enforcement of the building standards in the City of San Clemente that would reduce cost in internal operations.

I – Climatic Conditions
A. The jurisdiction of San Clemente is located in a semi-arid Mediterranean type climate. It annually experiences extended periods of high temperatures with little or no precipitation. Hot, dry (Santa Ana) winds, which may reach speeds of 70 m.p.h. or greater are also common to the area. These climatic conditions cause extreme drying of vegetation and common building materials. Frequent periods of drought and low humidity add to the fire danger. This predisposes the area to large destructive fires (conflagration). In addition to directly damaging or destroying buildings, these fires are also prone to disrupt utility services throughout the City. Obstacles generated by a strong wind, such as fallen trees, street lights and utility poles will greatly impact the response time to reach an incident scene.

D. These dry climatic conditions and winds contribute to the rapid spread of even small fires originating in high-density housing or vegetation. These fires spread very quickly and create a need for increased levels of fire protection.

E. These climatic conditions are applicable to amendments of the 2025 California Building Code Sections 901.2, 903.2, 903.2.8, 1505.1, and to the 2025 California Fire Code Sections 903, 2808.
703
19 II – Topographical Conditions:

A. Natural; slopes of 15 percent or greater generally occur throughout the City.

B. Traffic and circulation congestion is an artificially created, obstructive topographical condition, which is common throughout the City.

D. These topographical conditions are applicable to amendments of the 2025 California Building Code Sections 3109.2, the 2025 California Residential Code Sections R309.1, R309.1.1, R309.1.2, R309.2, R309.2.1, R402.2, R602.10.4.1, R1001, and to the 2025 California Fire Code Sections 305, 307, 903, 2808.

III – Geological Conditions:

A. The City is a densely populated area that has buildings constructed over and/or near a vast and complex network of faults that are believed to be capable of producing future earthquakes similar or greater in size than the 1994 Northridge and the 1971 Sylmar earthquakes. Earthquake faults run along the northeast and southwest boundaries of Orange County. The Newport-Inglewood Fault, located within Orange County was the source of the destructive 1933 Long Beach earthquake (6.3 magnitude) which took 120 lives and damaged buildings in an area that ran from Laguna Beach to Marina Del Rey to Whittier. In December 1989, another earthquake occurred in the jurisdiction of Irvine at an unknown fault line. Regional planning for reoccurrence of earthquakes is recommended by the State of California, Department of Conservation.

B. Previous earthquakes have been accompanied by disruption of traffic flow and fires. A severe seismic event has the potential to negatively impact any rescue or fire suppression activities because it is likely to create obstacles similar to those indicated under the high wind section above. The October 17, 1989, Santa Cruz earthquake resulted in one major fire in the Marina District (San Francisco). When combined with the 34 other fires locally and over 500 responses, the department was taxed to its fullest capabilities. The Marina fire was difficult to contain because mains supplying water to the district burst during the earthquake. This situation creates the need for both additional fire protection and automatic on-site fire protection for building occupants. State Department of Conservation noted in their 1988 report (Planning Scenario on a Major Earthquake on the Newport-Inglewood Fault Zone, page 59), 704
20 “unfortunately, barely meeting the minimum earthquake standards of building codes places a building on the verge of being legally unsafe.” C. Road circulation features located throughout the City also make amendments reasonably necessary. There are major roadways, highways and flood control channels that create barriers and slow response times. Hills, slopes, street and storm drain design, accompanied by occasional heavy rainfall, causes roadway flooding and landslides and at times may make an emergency access route impassable. There are areas in Orange County that naturally have extended emergency response times that exceed the 5-minute goal.

D. Soils throughout the City possess corrosive properties that reduce the expected usable life of water services when metallic pipes come in contact with these soils.

F. Portions of Orange County contain active or former oil production fields.

These areas contain a variety of naturally occurring gases, liquids and vapors.

These compounds present toxicity or flammability hazards to building occupants. Evaluation of these hazards and the risks they pose to development is necessary implement for appropriate mitigation.

G. Due to the topographical conditions of sprawling development separated by waterways and narrow and congested streets and the expected infrastructure damage inherent in seismic zone described above, it is prudent to rely on automatic fire sprinkler systems to mitigate extended fire department response time and keep fires manageable with reduced fire flow (water) resources available for a given structures. Additional fire protection is also justified to match the current resources of firefighting equipment and personnel within the Orange County Fire Authority.

H. These geological conditions are applicable to amendments of the 2025 California Building Code Sections 1502.4, 1505.1.1, tbl 1807.1.6, 3109.2, the 2025 California Electrical Code Section 300.5 the 2025 California Mechanical Code Sections 504.3, 1308.4, the 2025 California Plumbing Code Sections 604.1,604.3, 609.3, 610.8, 701.2, 1208.5, the 2025 California Residential Code Sections R402.2, R405.1, R602.10.4.1.
705
Attachment 2
“Section 4. Chapter 15.05. Chapter 15.05 of the San Clemente Municipal Code, “Administrative Code” is hereby amended to read as follows:

Chapter 15.05 ADMINISTRATIVE CODE

15.05.010 2022 Administrative Code Adopted – Where
filed.

Where Filed, is hereby amended to read as follows:

The 20222025 California Administrative Code is hereby adopted and a copy held for public review in the Building
Division.

Section 5. Chapter 15.08. 2022 Chapter 15.08 of the San Clemente Municipal Code, “Building Code” is hereby amended to read as follows:

Section 8.

Chapter 15.08 BUILDING CODE

15.08.010 Building Code Adopted – Where filed.

15.08.020 Division II of Chapter 1 amended — administration.

15.08.025 Chapter 2 amended — Definitions.

15.08.030 Chapter 4 amended — Special Detailed Requirements Based on Use and Occupancy.

15.08.035 Chapter 7A amended — Materials and Construction.

Methods for Exterior Wildfire Exposure.

15.08.040 Chapter 9 amended — Fire Protection Systems.

15.08.050 Chapter 15 amended — Roof Assemblies and Rooftop Structures.

15.08.060 Chapter 18 amended — Soils and Foundations.

15.08.070 Chapter 31 amended — Special Construction.

15.08.080 Reserved.

15.08.090 Reserved.
706

15.08.100 Construction of Off-Street Parking Lots.
707
Section 15.08.010 Building Code Adopted – Where
filed.

For the purpose of prescribing regulations for erection, construction, enlargement, alteration, replacement, repair, improvement, removal, movement, conversion, demolition, use and occupancy, equipment, height, location,
maintenance, and areas of every building or structure or any appurtenances connected or attached to such building or structure in the City, the California Building Code (“CBC”), 20222025 Edition, based on the 20212024 International
Building Code as published by the International Code
Council, including Chapter 1 and Appendix I, is hereby
adopted, as modified in this Chapter. A copy is on file for public examination in the City's Building Division Office.

15.08.020 Division II of Chapter 1 amended —
Administration.

Division II of Chapter 1 of CBC is hereby amended as follows:

A. Subsection 101.1 is hereby amended to read in its entirety as follows:
101.1 Title. These regulations shall be known as the San Clemente Building Code, hereinafter referred to as “this code.”
B. Subsection 101.2 is hereby amended to read in its entirety as follows:
101.2 Scope. The provisions of this code shall apply to the construction, alteration, relocation, enlargement,
replacement, repair, equipment, use and occupancy,
location, maintenance, removal and demolition of every
building or structure or any appurtenances connected or attached to such buildings or structures.
708
Exception: Detached one- and two-family dwellings
and multiple single-family dwellings (townhouses) not
more than three stories above grade plane in height with a separate means of egress and their accessory
structures not more than three stories above grade
plane in height, shall comply with the California
Residential Code.

The provisions of these codes shall apply to and affect all of the territory of the City of San Clemente, except work located primarily in a public way, public utility
towers and poles, mechanical equipment not specifically regulated in these codes, hydraulic flood control
structures, facilities for the production, generation,
storage or transmission of water or electrical energy by a local agency, and except as exempted by these codes.

A.C. Section 101.2.1 Appendices is amended to add a
sentence to read: Appendix I Patio Covers is adopted
by reference.

A. Subsection 101.4. is hereby amended to read in its entirety as follows:
101.4 Referenced codes. The other codes listed in
Sections 101.4.1 through 101.4.7 and referenced elsewhere in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference.

B.D. A new Subsection 101.4.89 is hereby added to
Section 101 to read in its entirety as follows:
101.4.89 Green Code. The provisions of the California
Green Building Standards Code shall apply to design and construction of buildings for sustainability.
709
C.E. Subsection 105.2 is hereby amended by deleting
items 1 through 13 under the heading “Building” and
replacing them with the following:

Building:

1. One-story detached accessory buildings and structures used as tool and storage sheds, playhouses and similar
uses and structures such as portable shade cloth
structures, provided the floor area does not exceed 120 square feet or a wall height of 8 feet. Such structures must comply with the setback and height requirements
of the City Zoning Ordinance and the Fire Code.

2. Fences other than swimming pool barriers, not over 6 feet high. Masonry fences under 42 inches in height
above finish grade.

3. Oil derricks.

5. Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons and the ratio of height to diameter or width does not exceed 2:1 and not on or
within 7 feet of a descending slope.

6. Detached decks, platforms or similar structures not
exceeding 200 square feet in area, walkways, sidewalks
and driveways that are not more than 30 inches above
adjacent grade, and not over any basement or story
below, and are not part of a required exit means of
egress, and are not part of an accessible route.
710

7. Painting, papering, tiling (except shower enclosures), carpeting, cabinets, counter tops and similar finish work that does not involve electrical, mechanical or plumbing work.

8. Temporary motion picture, television and theater stage sets and scenery when approved by special use permit.

9. Prefabricated swimming pools accessory to a Group R3 occupancy that are less than 18 inches deep, do not exceed 5,000 gallons and are installed entirely above
ground.

10. Shade cloth structures constructed for nursery or
agricultural purposes, not including service systems that meet zoning requirements.

11. Swings and other playground equipment accessory to
detached one- and two-family dwellings.

12. Window awnings supported by an exterior wall that do not project more than 54 inches from the exterior wall
and do not require additional support of Group R-3 and
U occupancies.

13. Non-fixed and movable fixtures, cases, racks, counters and partitions not over 5 feet 9 inches in height.

14. Ground mounted Radio and television antenna, and
flagpoles not higher than the setback from the property line and not more than 20 feet (20) feet in height measured from grade. Small dish receivers mounted on Residential uses.

Unless otherwise exempted, separate plumbing,
electrical and mechanical permits will be required for
the above-exempted items.
711
H. Subsection 105.3 #8 is here by added to read in its entirety as follows:

8. Electric Vehicle Charging Stations shall be expedited per AB 1236. The checklist derived from the Zero-Emission Vehicles in California posted on the City web site may be used to apply for permits and may be submitted electronically. HOA approval not required.

F. Subsection 105.3.2 is hereby amended to read in its
entirety as follows:
105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have
been abandoned 12 months after the date of filing, unless such application has been pursued in good faith or permit has been issued; except that the building official is
authorized to grant one or more extensions of time for
additional periods not exceeding 90 days each. The
extension shall be requested in writing and justifiable cause demonstrated. The total period of application extensions granted shall not exceed an additional 18 months. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee.

G. Subsection 105.5 is hereby amended to read in its
entirety as follows:
105.5 Expiration. Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended, abandoned, or if an inspection is not requested within a period of 180 days and an approved inspection that shows work is progressing.
712
Any permittee holding an unexpired permit may apply for an extension of the time within which work may commence
under that permit when the permittee is unable to
commence work within the time required. The extension
shall be requested in writing prior to the permit expiring and show justifiable cause demonstrating that circumstances beyond the control of the permittee have prevented action from being taken. Pursuant to this paragraph, the Building Official or his/her designee is authorized to grant, in writing, one or more extensions of time for a period not more than 180 days. The completion of construction shall not extend beyond the timeframes mandated in Section 105.8 of this code even with such extension.

Before such work can be recommenced after a permit
expires, a new permit shall first be obtained, and a fee therefore shall be one half the amount required for a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after this one year time period, the permittee shall pay a new full permit fee.

H. K. A new Subsection 105.8 is hereby added to Section 105 to read in its entirety as follows:
105 to read in its entirety as follows:
105.8 Completion of construction. Notwithstanding
subsection 105.5 above, all construction shall be completed by the owner, owner's agent, or the permittee and approved by the City within the following time frame: 12 months. a. New residential buildings construction . . . 24 months b. Residential room additions and remodels . . .
12 months
c. Tenant improvements . . . 12 months
d. Pools/spas . . . 12 months
e. Patio covers and similar structures . . . 6 months
f. Fences and/or retaining walls . . . 6 months
713
g. Water heaters, water softeners, and air conditioners . . . 6 months
h. All other minor alterations . . . 6 months
Upon written request of the owner or permittee, the Building Official and/or his/her designated representative may
extend the period for completion of construction for a period up to and not to exceed one hundred eighty (180) daysan additional 12 months. The written request must demonstrate that (1) due to circumstances beyond the owner's or
permittee's control, construction could not be completed in the required construction period; (2) that reasonable
progress has been made; (3) that the condition of the
property presents no health or safety hazard; and (4) that the continued delay will not create any unreasonable visual or physical detriment to the neighborhood. Any additional extension beyond one hundred eighty (180) days must be
approved by the City ManagerCommunity Development
Director.

L. I. A new Subsection 105.9 is hereby added to Section 105 to read in its entirety as follows.
105.9 Maintenance of property during construction.

During construction, all property shall be maintained in a reasonably clean and well-kept manner. All lumber and
building materials shall be neatly piled or stacked in a safe manner and stored in the rear yard of the residential
property or inside the building construction perimeter, except that building materials may be stored in a front yard for a period not to exceed thirty (30) days. A waiver of this requirement may be obtained from the Building Official or his/her designated representative if the construction is screened from view from adjacent occupied or public
property with fencing materials approved by city zoning and building regulations. Any building that is left unsecured by the absence of doors or windows during construction shall secure those openings or provide fencing to prevent
unauthorized entry.
714
M. J. A new Subsection 107.2.9 is hereby added to
Section 107 to read in its entirety as follows:
107.2.9 Soil report. A Soil Report shall be submitted
with all permit applications for new construction and
additions. Soil Reports shall be prepared by a
professional engineer licensed by the State to prepare
such reports. The Building Official may waive this
requirement if he/she finds that the scope of work
applied for does not necessitate a soil report.

K. N. Subsection 107.3 is hereby amended to add a
second paragraph that reads as follows:

When submittal documents are required by Section
107.1, a plan review fee shall be paid at the time of
submitting the submittal documents for plan review.

Said plan review fees are separate fees from the permit fees specified in Section 109.2 and are in addition to
the permit fees. Said plan review fee shall be as set
forth in the City Council Fee Resolution.

O. L. Subsection 107.5 is hereby amended to add a
second paragraph that reads as follows:

The approved plans, permit application, inspection card and other construction documents required by the Building
Official shall be imaged after the final inspection and will be a permanent record in the City. The applicant shall pay the cost of imaging at the time of permit.

PM. Subsection 109.2 is hereby amended by adding a
sentence at the end to read as follows:

The fee for each permit shall be as set forth in the City Council Fee Resolution unless otherwise specified by the code.

Q. N. Subsection 109.3 is hereby amended to add a
second paragraph that reads as follows:
715
The Building Official shall make the determination of value or valuation under any provisions of this code. The valuation shall be determined by using rational methods established by the Building Official that reasonably establish the
construction value or the contract price of the actual
construction cost. The value of work to be used in
computing the Building Permit and Building Plan Review
fees shall be the total value of all construction work for which the permit is issued, as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire extinguishing systems and any other
permanent equipment.

RO. Subsection 109.4 is hereby amended to add a second
paragraph that reads as follows:

An investigation fee, in addition to the permit fee. The investigation fee shall be equal to the amount of the permit fee required by this code. The payment of such investigation fee shall not exempt any person from compliance with all other provisions of this code nor from any penalty prescribed by law.

S. P. Subsection 109.6 is hereby amended to read in its entirety as follows:
109.6 Refunds. The building official is authorized to
establish a refund policy. The building official may
authorize refunding of any fee paid hereunder which
was erroneously paid or collected as provided below.

The building official may authorize refunding of not more than 80 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

The building official may authorize refunding of not more than 80 percent of the plan review fee paid when an
application for a permit for which a plan review has been 716
paid is withdrawn or canceled before any plan reviewing is done.

The building official shall not authorize refunding of any fee paid except on written application filed by the original permittee not later than 180 days after the date of payment.

TQ. Subsection 109.7 is hereby added to Section 109 to
read in its entirety as follows:
109.7 Deposit. The Building Official may require a deposit or bond from the applicant for a certain project or work in order to secure the request of final inspection approvals from the applicant or the repairing of damaged City
properties during the period of construction. The deposit money will be refunded to the applicant when the final
inspections are approved or the damages are repaired to the satisfaction of the City. The deposit amount shall not be more than twice the permit fee.

UR. Subsection 110.7 is hereby added to Section 110 to
read in its entirety as follows:
110.7 Re-inspections. A re-inspection fee may be
assessed for each inspection or re-inspection when such portion of work for which an inspection is requested is not complete or when previous corrections are not corrected.

This subsection is not to be interpreted as requiring reinspection fees the first time a job is rejected for failure to comply with requirements of this Code, but as controlling the practice of calling for inspections before the job is ready for such inspection or re-inspection.

Re-inspection fees may be assessed when the inspection
record card is not posted or otherwise made available on the work site, or when the approved plans are not readily
available to the inspector, or for failure to provide access on the date for which inspection is requested.
717
To obtain a re-inspection, the applicant shall pay the reinspection fee as established by the City Council Fee Resolution. In instances where re-inspection fees have
been assessed, no additional inspection of work will be performed until the required re-inspection fees have been paid.

15.08.025 Chapter 2 amended — Definitions.

Chapter 2 of CBC is hereby amended as follows:

A. The definition of “Bedroom” is added to Section 202
to read as follows:

Bedroom. A room, space, or area used for sleeping.

A bedroom may also be determined by having a privacy door, an emergency escape and rescue opening, smoke alarms, a closet, location, minimum ceiling height and floor areas, and design typically found for bedrooms. Indicating on building plans other designated uses does not permit the elimination of the habitation and life safety measures the code
established for sleeping areas.

B. The definition of “Kitchen or Kitchenette” in Section 202 is hereby amended to read as follows:

Singly or a combination of any may be used to identify a kitchen use.

C. The Definition of Spark Arrester in Section 202 is hereby amended to read as follows:
718
SPARK ARRESTER. A listed device constructed of
noncombustible material specifically for the purpose of preventing embers from the burning of solid fuel from
leaving the flue. All fireplaces that burn solid fuel in accordance with California Building Code Chapter 28
shall be provided a spark arrester. (note: no new
fireplaces burning solid fuel are permitted)
D. The Definition of “Swimming Pool” in Section 202 is hereby amended to read as follows:

SWIMMING POOL. Any structure intended for swimming,
recreational bathing or wading that contains water over 18 inches deep. This includes in-ground, above-ground and
on-ground pools; hot tubs; spas and fixed-in-place wading pools.

15.08.030 Chapter 4 amended — Special Detailed
Requirements Based on Use and Occupancy.

Chapter 4 of CBC is hereby amended as follows:

A. Subsection 406.2.4 Floor Surfaces. is hereby amended by restating the second sentence as follows, and by deleting exception #1:

The area of floor used for the parking of automobiles or other vehicles shall be sloped to facilitate the
movement of liquids to a drain or toward the main
vehicle entry doorway. A drainage system equipped
with a trench drain or floor drains leading to an
approved oil separator discharging to sewers in
accordance with the California Plumbing Code except
garages of R-3 occupancies.

15.08.035 Chapter 7A amended — Materials and Construction Methods for Exterior Wildfire Exposure.

Chapter 7A of CBC is hereby amended as follows:
719
Subsection 710A.3.3 is hereby amended to read in its entirety as follows:
710A.3.3 Detached accessory structures within 50 feet of an applicable building shall comply with the requirements of this section.

15.08.040 Chapter 9 amended — Fire Protection
Systems.

Chapter 9 of CBC is hereby amended as follows:

Subsection 901.2 Fire protection systems is hereby amended by adding:

Technical changes to this chapter are found in the amendments to the California Fire Code as amended including the referenced standards.

Subsection 903.2 is hereby amended to read in its entirety as follows:
903.2 Where required. Approved automatic sprinkler systems in buildings and structures shall be provided in the locations described in this section and in Section 903.2 of the California Fire Code as amended by the City of San Clemente when one of the following conditions exists:

1. New buildings: In addition to the requirements of
section 903.2.1 through 903.2.1921, approved
automatic sprinkler systems in new buildings, structures and change of use shall be provided as follows
(Exception: Group R Detached one- two-family
dwellings and townhouses as required by section
903.2.8):
i) Throughout all Groups A, C, I, E, H and HL
Occupancies
720
ii) Throughout all Group B, F, M, and S Occupancies
exceeding 1,000 square feet
iii) Throughout all Group U-1 Occupancies exceeding
6,000 square feet
For the purposes of this section, fire walls shall not
define separate buildings.

2. Alteration: When the floor area of the Alteration within any two-year period exceeds 75% of area of the existing structure and the alteration includes structural modifications other than seismic upgrade.

3. Addition: Sprinkler protection shall be provided
throughout the entire building when:

1. Existing unsprinklered building less than 5,000
ft2: where 20% or more is added and the gross
floor areas exceed 5,000 square feet.

2. Existing unsprinklered building equal or greater
than 5,000 ft2: where more than 1,000 ft2is
added.

3. Fire sprinklers shall be provided in additions to
an existing building that has fire sprinklers
installed.

4. Change of use when required by that
use.

1. All new Group R occupancies, including the attached
garages

2. All existing Group R occupancies and U-1 garages
when the total floor area is increase by 50% of the
existing area over a 2-year period
721

3. All existing Group R occupancies and U-1 garages
when the total area is increased by 750 square feet or
more over a 2-year period

4. All existing Group R occupancies and U-1 garages
when an additional story is added to the structure
regardless of the area involved

5. An automatic sprinkler system shall be installed
throughout any existing Group R Occupancy building
when the floor area of the Alteration or Combination of an Addition and Alteration, within any two year period, is 50% or more of area of the existing structure and
where the scope of the work exposes building framing
and facilitates sprinkler installation and is such that the Building/Fire Code Official determines that the
complexity of installing a sprinkler system would be
similar as in a new building.

6. Any addition to existing building that has fire sprinklers installed.

Exceptions:

3. Existing Group R-3 occupancies converted to Group
R-3.1 occupancies not housing bedridden clients,
not housing non-ambulatory clients above the first
floor and not housing clients above the second floor.

4. Existing Group R-3 occupancies converted to Group
R-3.1 occupancies housing only one bedridden
client and complying with CBC Section 425.8.3.3.

5. Pursuant to Health and Safety Code Section 13113
occupancies housing ambulatory children only, none
of whom are mentally ill or mentally retarded, and the
buildings or portions thereof in which such children
are housed are not more than two stories in height,
and buildings or portions thereof housing such
children have an automatic fire alarm system
activated by approved smoke detectors.

6. Pursuant to Health and Safety Code Section 13143.6
occupancies licensed for protective social care
which house ambulatory clients only, none of whom
is a child (under the age of 18 years), or who is
elderly (65 years of age or over).

When not used in for an increase in height or area, an
automatic sprinkler system installed in accordance with 722
Section 903.3.1.2 shall be allowed in Group R-2.1
occupancies.

15.08.050 Chapter 15 amended — Roof Assemblies and
Rooftop Structures.

Chapter 15 of CBC is hereby amended as follows:

A. Subsection 1502.4 is hereby added by adding a paragraph to read as follows:

Water that accumulates on a roof shall be effectively
drained and conveyed from the roof to a storm drain,
street gutter, or other locations approved by the
Building Official. Such water shall be conveyed
through gutters, leaders, associated piping or other
non-erodible surface drainage devices as approved by
the Building Official. For any minor or small roofs, the Building Official may exempt this requirement.

B. Table 1505.1 in Subsection 1505.1 is hereby amended to read as follows:

TABLE 1505.1a

MINIMUM ROOF COVERING CLASSIFICATION

FOR TYPES OF CONSTRUCTION

IA IB IIA IIB IIIA IIIB IV VA VB

A A A A A A A A A
a. Unless otherwise required in accordance with Chapter 7A.

C. Subsections 1505.1.1, 1505.1.2, 1505.1.3 are hereby
deleted and replaced with a new Subsection 1505.1.1 to
read in its entirety as follows:
1505.1.1 Roof Coverings. The roof covering or roofing
assembly on any new structure regulated by this code shall be Class A fire retardant roof minimum as classified in CBC Section 1505.2. Non-combustible roof covering may be
applied in accordance with the manufacturer’s requirements 723
in lieu of a fire retardant roofing assembly. Wood roofing materials are prohibited unless pressure treated and
approved for fire retardant of Class A minimum. For existing structure when ten percent (10%) or more of the total roof area is re-roofed within any one-year period, shall have a Class A fire retardant roof covering for entire roof area. For existing structure when less than ten percent (10%) of the total roof area is re-roofed within any one-year period, shall have a fire retardant roof covering class equal to or greater than the existing roof covering and not less than Class B.

15.08.060 Chapter 18 amended — Soils and Foundations.

Chapter 18 of CBC is hereby amended as follows:

Subsection 1807.1.6 is hereby amended to read in its entirety as follows:
1807.1.6 Prescriptive design of concrete and masonry
foundation walls. Concrete and masonry foundation walls that are laterally supported at the top and bottom shall be permitted to be designed and constructed in accordance
with this section. Prescriptive design of foundation walls shall not be used for structures assigned to Seismic Design Category D, except for detached garages, sheds, detached decks, and additions 200 sq. ft. or less. Structures within 7 feet of a descending slope may be required to have
engineered foundation systems.

15.08.070 Chapter 31 amended—Special Construction.

Section 3109 Swimming Pools, Spas and Hot Tubs is hereby amended as follows:
3109.2 California swimming pool safety act (statewide)
is amended as follows:
115921 (c) “Enclosure” is amended to read as follows:
724
(c) “Enclosure" means a fence, wall, or other barrier that isolates a pool from access to the home and access from adjacent properties and public ways.
115922 (a) is amended to read as follows: With the
exception of item #1, Items #2 through #7 of 115922(a) are unamended.
(a) Except as provided in Section 115925, when a building permit is issued for the construction of a new swimming pool or spa or the remodeling of an existing swimming pool or spa at a private single -family home all pools shall be enclosed by an enclosure that meets the provisions of
115923 and in addition a second drowning prevention safety feature shall be added. When the dwelling is a part of the enclosure two additional safety features from the items # 2 through #7, inclusive, shall be installed.
115922 (1) is amended to read as follows:
(1) An enclosure that meets the requirements of Section 115923 and isolates the swimming pool or spa from the
private single -family home and access from adjacent
properties and public ways.
115923 (e) is amended by adding to the end: “Where the
barrier is composed of vertical and horizontal members the maximum distance between the vertical members shall be
4 inches. The minimum distance between horizontal
members shall be 45 inches to prevent a climbable
condition. Decorative embellishments shall not cause a
climbable condition and are limited to ¾ inch projection or 60 degree slope.”
115928 is amended by adding: (d) Sound Attenuation, to
read as follows:
(d) Filters, heating systems, and pumps installed to serve pool, spa, hot tub, waterfall or any body of water, shall be enclosed and soundproofed. An acoustical report prepared by a licensed or approved acoustical professional can be used to substitute for sound wall enclosures as long as the 725
report demonstrates the compliance of the requirements
specified in Chapter 8.48 of the San Clemente Municipal Code.

Chapter 15.1108.100 - Construction of Off-Street Parking Lots.

A) Paving. All off-street parking lots shall be paved according to the City specifications, with an all-weather surface of asphalt or concrete paving.

B) Preparation of Specifications. The City Engineer shall review such specifications for use by the owner or builder of such offstreet parking space.

C) Permit Required. No off-street parking lot may be constructed without there being issued a permit by the City Engineer or exempted by the City Engineer.

D) Application for Construction Permit. Application for such permit shall be accompanied by a plot plan showing the size of the proposed parking lot, method of ingress and egress, layout of stalls, bumper guard locations and such other pertinent facts as may be required by the City Engineer. The Building Official shall ensure ADA elements and Green Building Standards are met.

Section 9. Section 6. Chapter 15.11. Chapter 15.11 of the San Clemente Municipal Code “Energy Code” is hereby amended to read as follows:

Chapter 15.11 ENERGY CODE

15.11.010 Energy Code Adopted – Where filed.
726
The 20222025 California Energy Code and its provisions relating to the use of all forms of energy and the conservation thereof is hereby adopted and a copy held for public review in the Building Division.

Section 7. Chapter 15.12. Chapter 15.12 of the San Clemente Municipal Code Section 10. “Electrical Code” is hereby amended to read as follows:

Chapter 15.12 ELECTRICAL CODE

15.12.010 Electrical Code Adopted – Where filed.

15.12.020 Amendments, additions and deletions.

15.12.010 Electrical Code Adopted – Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 3, known and designated as the California Electrical Code, 20222025 Edition based on the National Electrical Code
(NEC), 20202023 Edition, as published by the National Fire Protection Association with the modifications set forth below for the purpose of prescribing regulations for the installation, arrangement, alteration, repairing, replacement,
remodeling, or use and other operation of electrical wiring, connections, fixtures and other electrical appliances on premises within the City. The provisions of this code shall constitute the electrical code regulations of the City. The California Electrical Code is on file for public examination in the City’s Building Division office.

15.12.020 Amendments, additions and deletions.

A. A new Section 90.0 of Article 90 of the California Electrical Code is hereby added to read in its entirety as follows:

90.0 Administration and Fees.
727
Administrative provisions contained in Division II of Chapter 1 of the California Building Code and California Residential Code, as amended by the City of San Clemente, shall apply to the California Electrical Code, as adopted and amended by the City of San Clemente.

The owner or developer of the property shall be
responsible for complying with the requirements of this section and shall provide all the necessary facilities on the property to receive such services from the
supplying utilities. If the building official determines that application of this requirement causes extraordinary
hardship, the building official may modify or delay the imposition of the undergrounding requirement upon
approval of property owner’s application therefore. If
the building official determines to delay the installation of the requirement, he may require a recorded
agreement guaranteeing the future performance of the
work, together with adequate performance security in
the form of a cash, surety bond, or letter of credit.

For purposes of this section, appurtenances and
associated equipment, such as, but not limited to,
surface-mounted transformers, pedestal-mounted
terminal boxes and meter cabinets, and concealed
728
ducts in an underground system may be placed above
ground.

Section 8. Chapter 15.13. Chapter 15.13 of the San Clemente Municipal Code “Wildland- Urban Interface Code” is hereby amended to read as follows:

Chapter 15.13 WILDLAND- URBAN INTERFACE CODE

15.13.010 Wildland-Urban Interface Code Adopted – Where filed.

15.13.020 Amendments, additions and deletions

15.13.010 Wildland-Urban Interface Code Adopted –
Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 7, known and designated as the Wildlife-Urban Interface Code, 2025 Edition based on the International Wildlife-Urban Interface Code, 2024 Edition, as published by the International Code Council with the modifications set forth below for the purpose of prescribing regulations for fire spread, accessibility, defensible space, water supply on premises constructed near wildland areas within the City.

The provisions of this code shall constitute the Wildland-Urban Interface code regulations of the City. The California WildlandUrban Interface Code is on file for public examination in the City’s Building Division office.

15.13.020 Amendments, additions and deletions.

Section 501.1 is amended by deleting exceptions 1 and 2 Section 602.4 is amended by adding the following:
602.4 fuel modification plans. Fuel modification plans shall be reviewed and approved by OCFA for all new buildings to be built or installed in a wildfire risk area. Plans shall meet the criteria set forth in OCFA Guideline C-05 “Vegetation Management Guideline-Technical Design for New
729
Construction Fuel Modification Plans and Maintenance
Program.”
Appendices
Appendix A is not adopted
Appendix B is not adopted
Appendix C is not adopted
Appendix D is not adopted
Appendix E is deleted in its entirety
Appendix F is adopted in its entirety as amended by the SFM
Appendix G is adopted in its entirety as amended by the SFM
Appendix H is not adopted
Appendix I is not adopted
Section 9. Chapter 15.14. Chapter 15.14 of the San Clemente Municipal Code, Section 11. “Green Building Standards Code” is hereby amended to read as follows:

Chapter 15.14 GREEN BUILDING STANDARDS CODE

15.14.010 Green Building Standards Code Adopted – Where filed.

The 20222025 California Green Building Standards Code and its provisions relating to the sustainability of construction resources and the conservation thereof is hereby adopted and a copy held for public review in the Building Division.

Section 12.Section 10. Chapter 15.16. Chapter 15.16 of the San Clemente Municipal Code, “Mechanical Code” is hereby amended to read as follows:
“Mechanical Code” is hereby amended to read as follows:

Chapter 15.16 MECHANICAL CODE
730

15.16.010 Mechanical Code Adopted – Where filed.

15.16.020 Amendments, additions and deletions

15.16.010 Mechanical Code Adopted – Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 4, known and designated as the California Mechanical Code, 20222025 Edition based on the 20212024 Uniform Mechanical Code as published by the International Association of Plumbing and Mechanical Officials with the modifications set forth below for the purpose of prescribing regulations for the design, construction, installation, quality of materials, location, operation and maintenance or use of heating, ventilating, cooling, refrigeration systems, incinerators and other heat-producing appliances in the City. The provisions of this code shall constitute the mechanical code regulations of the City. The California Mechanical Code is on file for public examination in the City’s Building Division office.

15.16.020 Amendments, additions and deletions.

B.A. Sections 104.4.3,104.4.4, and 104.5 of Division II of Chapter 1 of the California Mechanical Code are hereby
deleted and replaced by the following:
104.5 Administration and Fees. Administrative and fee
provisions contained in Division II of Chapter 1 of the California Building Code and California Residential Code, as amended by the City of San Clemente, shall apply to the California Mechanical Code, as adopted and amended by
the City of San Clemente.

C. B. The first paragraph of Subsection 504.3 of the Section 504 of the California Mechanical Code is hereby amended to
read as follows:
504.3 Domestic Range Hoods and Vents. Kitchen range
hoods shall be installed for cooking facilities with an approved forced-draft system of ventilation vented to the outside of the building. Ducts used for domestic kitchen 731
range ventilation shall be of metal, or other approved
material, and shall have smooth interior surfaces. Ducts for domestic range hoods shall only serve cooking appliances. (Balance of the subsection to remain unchanged.)
D. C. Subsection 1308.54 of Section 1308 of California Mechanical Code is hereby amended by adding the following sentences to the end of the paragraph:

Approved PE pipe and fittings shall be used in exterior buried gas piping systems. Ferrous gas piping is not
permitted to be installed underground unless a soils analysis is provided to show that soil conditions will not be damaging to the piping material.

Section 13.Section 11. Chapter 15.17. Chapter 15.17 of the San Clemente Municipal Code is hereby amended to read as follows:
is hereby amended to read as follows:

Chapter 15.17 HISTORICAL BUILDING CODE

15.17.010 Historical Building Code Adopted – Where filed.

The 20222025 California Historical Building Code and its provisions relating to historic buildings and structures to preserve historic and cultural buildings is hereby adopted and a copy held for public review in the Building Division.

Section 12. Chapter 15.18. of the San Clemente Municipal Code “Referenced Section 14. Standards Code” is hereby amended to read as follows:

Chapter 15.18 REFERENCED STANDARDS CODE

15.18.010 Referenced Standards Code Adopted – Where filed. 732
The 20222025 California Referenced Standards Code and its provisions relating to the use of various materials in construction is hereby adopted and a copy held for public review in the Building Division.

Section 13. Chapter 15.19. Chapter 15.19 of the San Clemente Municipal Code “Electric Vehicle Charging Systems Expedited, Streamlined Permitting Process” remains the same. No changes.

Section 15. Section 14. Chapter 15.20. Chapter 15.20 of the San Clemente Municipal Code “Plumbing Code,” is hereby amended to read as follows:

Chapter 15.20 PLUMBING CODE

15.20.010 Plumbing Code Adopted – Where filed.

15.20.020 Amendments, additions and deletions

15.20.010 Plumbing Code Adopted – Where filed.

The City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 5, known and designated as the California Plumbing Code, 20222025 Edition based on the 20212024 Uniform Plumbing Code as published by the International Association of Plumbing and Mechanical Officials with the modifications set forth below for the purpose of prescribing regulations for the design, quality of materials, erection, installation, alteration, repair, relocation, replacement, addition to, use or maintenance of plumbing systems in the City including Appendices A, B, C, D, and I. The provisions of this code shall constitute the plumbing code regulations of the City. The California Plumbing Code is on file for public examination in the City’s Building Division office.

15.20.020 Amendments, additions and deletion.

D.A. Sections 104.4 and 104.5 of Division II of Chapter 1 of the California Plumbing Code are hereby deleted and replaced by the following:
733
104.4 Administration and Fees. Administrative provisions contained in Division II of Chapter 1 of the California Building Code and California Residential Code, as amended by the City of San Clemente, shall apply to the California Plumbing Code, adopted and amended by the City of San
Clemente.

E. B. Subsection 604.1 of Section 604.0 of the California Plumbing Code is hereby amended by adding a sentence to end of the third paragraph to read as follows:

Ferrous materials are prohibited for water pipe and fittings when installed in the ground unless a soils analysis is provided to show that soil conditions will not be damaging to the piping material. (Balance of the section to remain
unchanged)
F. C. Subsection 604.2 of Section 604.0 of the California Plumbing Code is hereby amended to read in its entirety as follows:
604.23 Copper tube for water piping shall have a weight of not less than Type K.

Exceptions:

1. Type L copper tubing may be used for water piping
when piping is underground and not within the footprint of the building foundation.

2. Type M copper tubing may be used for water piping
when piping is aboveground in, or on, a building.

D. Item no. (2) in Subsection 609.3 of Section 609.0 of the California Plumbing Code is hereby amended to read in its entirety as follows:
(2) Copper water piping installed under concrete floor slabs within a building or structure shall be copper tube Type “K” and shall be installed without joints where possible. 734
Where joints are permitted, they shall be brazed and
fitting shall be wrought copper. Such copper tubing
shall be placed in a sand bed a minimum of three
inches (3”) in depth, and properly protected penetrates concrete and similar materials.
(Balance of the section to remain unchanged)
E. Subsection 610.8 of Section 610.0 of the California
Plumbing Code is hereby amended by deleting the last
paragraph and replacing it with the following:

No building supply pipe shall be less than one inch (1”) in diameter unless a design or calculations are submitted and approved by Administrative Authority. Each main building shall have a minimum of two three-quarter-inch (3/4”) hose bibs; one located readily accessible to the front yard and one to the back yard.

F. Item no. (7) is hereby added to Section 701.12 of the California Plumbing Code to read as follows:
(7) Cast iron shall not be used for drainage and waste piping when installed in the ground unless a soils analysis is provided to show that soil conditions will not be
damaging to the piping material.

G. Subsection 1208.5 of Section 1208 of California Plumbing Code is hereby amended by adding the following sentences to the end of the paragraph:

Approved PE pipe and fittings shall be used in exterior buried gas piping systems. Ferrous gas piping is not
permitted to be installed underground unless a soils analysis is provided to show that soil conditions will not be damaging to the piping material.

Section 16. Section 15. Chapter 15.22. Chapter 15.22 of the San Clemente Municipal 735
Code “Residential Code” is hereby amended to read as follows:

Chapter 15.22 RESIDENTIAL CODE

15.22.010 Residential Code Adopted – Where filed.

15.22.020 Division II of Chapter 1 amended —
Administration.

15.22.025 Reserved.

15.22.030 Chapter 3 amended — Building Planning.

15.22.040 Chapter 4 amended — Foundations.

15.22.050 Chapter 6 amended — Wall Construction.

15.22.060 Chapter 9 amended — Roof Assemblies.

15.22.070 Chapter 44 amended — Referenced Standards
(NFPA 13, NFPA 13R, NFPA 13D).

15.22.010 Residential Code Adopted – Where filed.

For the purpose of prescribing regulations for erection, construction, enlargement, alteration, replacement, repair, improvement, removal, movement, conversion, demolition, use and occupancy, equipment, height, location, maintenance, and areas of detached one–and two-family residential dwellings, townhomes and structures accessory thereto in the City, subject to the modifications set forth in this Chapter, the City Council of the City of San Clemente hereby adopts by reference California Code of
Regulations Title 24, Part 2.5, known and designated as the California Residential Code (CRC), 20222025 Edition, based on the 20212024 International Residential Code as published by the International Code Council including Appendix H. A copy of this code is on file for public examination in the City’s Building Division office.

15.22.020 Division II of Chapter 1 amended — Administration.

Division II of Chapter 1 of CRC is hereby amended as follows:
736
A. Subsection R101.1 is hereby amended to read in its entirety as follows:

R101.1 Title. These regulations shall be known as the
California Residential Code, and may be cited as such and will be referred to herein as “this code”.

B. Subsection R101.2 is hereby amended by adding a second paragraph to read as follows:

The provisions of this code shall apply to and affect all of the territory of the City of San Clemente, except work located primarily in a public way, public utility towers and poles, mechanical equipment not specifically regulated in these codes, hydraulic flood control structures, facilities for the production, generation, storage or transmission of water or electrical energy by a local agency, and except as exempted by these codes.

C. Subsection R105.2 is hereby amended by deleting items 1 through 10 under the heading “Building” and replacing them with the following:

Building:

1. One-story detached accessory buildings and structures used as tool and storage sheds, playhouses and similar
uses and structures such as portable shade cloth
structures, provided the floor area does not exceed 120 square feet or a wall height of 8 feet. Such structures must comply with the setback and height requirements
of the City Zoning Ordinance and the Fire Code.

2. Fences other than swimming pool barriers not over 6
feet high. Masonry fences under 42 inches in height
above finish grade.

3. Oil derricks.
737

5. Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons and the ratio of height to diameter or width does not exceed 2:1 and not on or
within 7 feet of a descending slope.

6. Detached decks, platforms or similar structures not
exceeding 200 square feet in area, walkways, sidewalks
and driveways that are not more than 30 inches
(762mm) above adjacent grade, and not over any
basement or story below, and are not part of a required exit means of egress, and are not part of an accessible route.

7. Painting, papering, tiling (except shower enclosures), carpeting, cabinets, counter tops and similar finish work that does not involve electrical, mechanical or plumbing work.

8. Temporary motion picture, television and theater stage sets and scenery when approved by special use permit.

9. Prefabricated swimming pools accessory to a Group R3 occupancy that are less than 18 inches deep, do not exceed 5,000 gallons and are installed entirely above
ground.

10. Shade cloth structures constructed for nursery or
agricultural purposes, not including service systems that meet zoning requirements.
738

11. Swings and other playground equipment accessory to
detached one- and two-family dwellings.

12. Window awnings supported by an exterior wall that do not project more than 54 inches from the exterior wall
and do not require additional support of Group R-3 and
U occupancies.

13. Non-fixed and movable fixtures, cases, racks, counters and partitions not over 5 feet 9 inches in height.

14. Ground mounted Radio and television antenna, and
flagpoles not higher than the setback from the property line and not more than 20 feet (20) feet in height measured from grade. Small dish receivers mounted on Residential uses.

Unless otherwise exempted, separate plumbing,
electrical and mechanical permits will be required for
the above-exempted items.

D. Subsection R105.3.2 is hereby amended to read in its entirety as follows:

R105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have
been abandoned 360 days after the date of filing, unless such application has been pursued in good faith or permit has been issued; except that the building official is
authorized to grant one or more extensions of time for
additional periods not exceeding 90 days each. The
extension shall be requested in writing and justifiable cause demonstrated. The total period of application extensions granted shall not exceed an additional 18 months. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan check fee.

E. Subsection R105.5 is hereby amended to read in its entirety as follows:
739
R105.5 Expiration. Every permit issued shall become
invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work commenced.

Any permittee holding an unexpired permit may apply for an extension of the time within which work may commence
under that permit when the permittee is unable to
commence work within the time required. The extension
shall be requested in writing prior to the permit expiring and show justifiable cause demonstrating that circumstances beyond the control of the permittee have prevented action from being taken. Pursuant to this paragraph, the Building Official or his/her designee is authorized to grant, in writing, one or more extensions of time, for a period not more than 180 days. The completion of construction shall not extend beyond the timeframes mandated in Section R105.10 of this code even with such extension.

Before such work can be recommenced after a permit
expires, a new permit shall first be obtained, and a fee therefore shall be one half the amount required for a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after this one -year time period, the permittee shall pay a new full permit fee.

F. A new Subsection R105.10 is hereby added to Section
R105 to read in its entirety as follows.

R105.10 Completion of construction.

Notwithstanding subsection R105105.5 above, all
construction shall be completed by the owner, owner's
agent, or the permittee and approved by the City within the following time frame: 12 months.
a. New residential buildings construction . . . 24
740
months
b. Residential room additions and remodels . . . 12
months
c. Pools/spas . . . 12 months
d. Patio covers and similar structures . . . 6 months
e. Fences and/or retaining walls . . . 6 months
f. Water heaters, water softeners and air conditioners . . . 6 months
g. All other minor alterations . . . 6 months
Upon written request of the owner or permittee, the Building Official and/or his/her designated representative may
extend the period for completion of construction for a period up to and not to exceed one hundred eighty (180) daysan additional 12 months. The written request must demonstrate that (1) due to circumstances beyond the owner's or
permittee's control, construction could not be completed in the required construction period; (2) that reasonable
progress has been made; (3) that the condition of the
property presents no health or safety hazard; and (4) that the continued delay will not create any unreasonable visual or physical detriment to the neighborhood. Any additional extension beyond one hundred eighty (180) days must be
approved by the City Manager. Community Development
Director.

G. A new Subsection R105.11 is hereby added to Section
R105 to read in its entirety as follows.

R105.11 Maintenance of property during construction.

H. A new Subsection R106.1.47 is hereby added to Section R106 to read in its entirety as follows:

R106.1.4 7 Soil report. A Soil Report shall be
submitted with all permit applications for new
construction and additions. Soil Reports shall be
prepared by a professional engineer licensed by the
State to prepare such reports. The Building Official
may waive this requirement if he/she finds that the
scope of work applied for does not necessitate a soil
report.

I. Subsection R106.3 is hereby amended to add a second
paragraph that reads as follows:

When submittal documents are required by Section
R106.1, a plan review fee shall be paid at the time of
submitting the submittal documents for plan review.

Said plan review fees are separate fees from the permit fees specified in Section R108 and are in addition to
the permit fees. Said plan review fee shall be as set
forth in the City Council Fee Resolution.

J. Subsection R106.5 is hereby amended to add a second
paragraph that reads as follows:

The fee for each permit shall be as set forth in the City Council Fee Resolution unless otherwise specified by the code.

L. Subsection R108.3 is hereby amended to add a second
paragraph that reads as follows:

The Building Official shall make the determination of value or valuation under any provisions of this code. The valuation shall be determined by using rational methods established by the Building Official that reasonably establish the
construction value or the contract price of the actual
construction cost. The value of work to be used in
computing the Building Permit and Building Plan Review
fees shall be the total value of all construction work for which the permit is issued, as well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire extinguishing systems and any other
permanent equipment.

M. Subsection R108.5 is hereby amended to read in its entirety as follows:

The building official may authorize refunding of not more than 80 percent of the permit fee paid when no work has been done under a permit issued in accordance with this code.

The building official may authorize refunding of not more than 80 percent of the plan review fee paid when an
application for a permit for which a plan review has been paid is withdrawn or canceled before any plan reviewing is done.
743
The building official shall not authorize refunding of any fee paid except on written application filed by the original permittee not later than 180 days after the date of payment.

N. Subsection R108.6 is hereby amended to add a second
paragraph that reads as follows:

An investigation fee, in addition to the permit fee, shall be collected whether or not a permit is then or subsequently issued. The investigation fee shall be equal to the amount of the permit fee required by this code. The payment of such investigation fee shall not exempt any person from
compliance with all other provisions of this code nor from any penalty prescribed by law.

O. A new Subsection R108.7 is hereby added to Section R108 to read in its entirety as follows:

R108.7 Deposit. The Building Official may require a deposit from the applicant for a certain project or work in order to secure the request of final inspection approvals from the applicant or the repairing of damaged City properties during the period of construction. The deposit money will be
refunded to the applicant when the final inspections are approved or the damages are repaired to the satisfaction of the City. The deposit amount shall not be more than twice the permit fee.

P. A new Subsection R109.5 is hereby added to Section R109 to read in its entirety as follows:

R109.5 Re-inspections. A re-inspection fee may be
assessed for each inspection or re-inspection when such portion of work for which an inspection is requested is not complete or when previous corrections are not corrected. 744
This subsection is not to be interpreted as requiring reinspection fees the first time a job is rejected for failure to comply with requirements of this Code, but as controlling the practice of calling for inspections before the job is ready for such inspection or re-inspection.

To obtain a re-inspection, the applicant shall pay the reinspection fee as established by the City Council Fee Resolution. In instances where re-inspection fees have
been assessed, no additional inspection of work will be performed until the required re-inspection fees have been paid.

15.22.030 Chapter 3 amended — Building Planning.

Chapter 3 of CRC is hereby amended as follows:

A. Table R301.2(1) in Section R301 is hereby amended to read in its entirety as follows:
745
GROUND
SNOW
LOAD°

WIND DESIGN

SEISMIC
DESIGN
CATAGORYf

SUBJECT TO DAMAGE FROM
ICE

BARRIER
UNDERLAYMENT
REQUIREDh
FLOOD
HAZARDSg AIR

ASTM C652.
b. The. Where the frost line depth may requirerequires deeper footings than indicated in Figure R403.1(1). Figure R403.1(1), the frost line depth strength required for weathering shall govern. The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade.
c. . The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. . The jurisdiction shall fill in this part of the table with the wind speed from the basic ultimate design wind speed speeds map [Figure R301.2(4)].[Figure R301.2(2)]. 746
Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. Section R301.2.1.4.
e. Temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.
e. The jurisdiction shall fill in this section of the table to establish the design criteria using Table 10A from ACCA Manual J or established criteria determined by the jurisdiction.
f. . The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. Section R301.2.2.1. g. Hazard Maps
g. The jurisdiction shall fill in this part of the table with: the date of the jurisdiction’s entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas); and the title and date of the currently effective Flood Insurance Study or other flood hazard study and maps adopted by the authority having jurisdiction, as amended. h. In accordance with Sections
R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall fill in this part of the table with “NO.”
i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99 percent) value on the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32°F).”
j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table “Air Freezing Index-USA Method (Base 32°F).”
k. In accordance with Section R301.2.1.5, where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects, the jurisdiction shall fill in this part of the table with “YES.” Otherwise, the jurisdiction shall indicate “NO” in this part of the table. l. In accordance with Figure R301.2(2), where there is local historical data documenting unusual wind conditions, the jurisdiction shall fill in this part of the table with “YES” and identify any specific requirements. Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the windborne debris wind zone(s). Otherwise, the jurisdiction shall indicate “NO” in this part of the table.
n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1b from ACCA Manual J or established criteria determined by the jurisdiction.
747
o. The jurisdiction shall fill in this section of the allowable stress design table using the Ground Snow Loads in Figure R301.2(3).

FEMA - National Flood Insurance Program (NFIP)
Communit
y
Name
Communit
y
Number
FIRM Panel
Number
Initial
NFIP
Map Date
Initial
FIRM
Date
Most Recent
FIRM Panel
San
Clemente 060230
06059C0507J
06059C0508J
06059C0509J
06059C0517J06059C0508
K
06059C0509K
06059C0517K
06059C0526J
06059C0527J
06059C0528J
06059C0529J
06059C0536J06059C0536
K
06059C0537J
06059C0538J
06059C0538K
06059C0539J
06/14/197
4 12/04/197
9 12/03/200921/201
9 FEMA—Federal Emergency Management Agency
NFIP—National Flood Insurance Program
FIRM—Flood Insurance Rate Map
Also see—San Clemente Municipal Code Chapter 15.76—Flood Damage Prevention ip. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index (BF-days) from Figure R403.3(2) or from the 100-year (99%) value on the National Climatic Data Center data table "Air Freezing Index- USA Method (Base 32°)" at www.ncdc.noaa.gov/fpsf.html.
jq. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table "Air Freezing Index-USA Method (Base 32°F)" at www.ncdc.noaa.gov/fpsf.html.
748
B. A new Subsection R301.9 is hereby added to Section R301 to read in its entirety as follows:

R301.9 Fuel Modification Requirements for New
Construction. All new structures and facilities adjoining land containing hazardous combustible vegetation shall be approved using guidance from the OCFA Guideline C-05
“Vegetation Management Guideline – Technical Design for new Construction Fuel Modification Plans and Maintenance Program.”
C. Table R302.1(2) in Section R302 is hereby amended by deleting footnote “a” (balance of the Table to remain
unchanged).

D. Subsection R313R309.1 is hereby amended to read in its entirety as follows:

R313R309.1 Townhouse automatic fire sprinklers
systems. An automatic fire sprinkler system designed and installed per Section R313.3 shall be provided in
Townhouses per Section R313.1.1 and R313.1.2.

R313R309.1.1 New buildings: An automatic sprinkler
system shall be installed throughout all new townhouse
buildings, including the attached garages.

R313R309.1.2 Existing buildings: An automatic sprinkler system shall be installed throughout existing buildings and their additions, including the attached garages, when any of the following conditions exist:

1. The total floor area increases by 50% of the existing area over a two-year period; or
749

2. The total area increases by 750 square feet or more over a 2-year period; or

3. An additional story is added to the structure regardless of the area involved; or

4. The floor area of the alteration or combination of an addition and alteration, within any two-year period, is 50% or more of area of the existing structure and where the scope of the work exposes building framing and
facilitates sprinkler installation and is such that the Building Official determines that the complexity of
installing a sprinkler system would be similar as in a
new building; or

5. Any addition to an existing building that has fire
sprinklers installed.

Exceptions:

1. Pursuant to Health and Safety Code Section 13113
occupancies housing ambulatory children only, none of
whom are mentally ill or mentally retarded, and the
buildings or portions thereof in which such children are housed are not more than two stories in height, and
buildings or portions thereof housing such children
have an automatic fire alarm system activated by
approved smoke detectors.

2. Pursuant to Health and Safety Code Section 13143.6
occupancies licensed for protective social care which
house ambulatory clients only, none of whom is a child
(under the age of 18 years), or who is elderly (65 years of age or over).

E. Subsection R313R309.2 is hereby amended to read in its entirety as follows:

R313R309.2 One- and two-family dwellings automatic
fire sprinklers systems. An automatic fire sprinkler system designed and installed per Section R313.3 shall be required in one- and two-family dwellings per Sections R313.2.1 and R313.2.2.
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R313R309.2.1 New buildings: An automatic sprinkler
system shall be installed throughout all new one- and twofamily dwellings, including the attached garages.

R313R309.2.2 Existing buildings: An automatic sprinkler system shall be installed throughout existing buildings and their additions, including the attached garages, when any of the following conditions exist:

1. The total floor area is increased by 50% of the existing area over a 2-year period; or

2. The total area is increased by 750 square feet or more over a 2-year period; or

3. An additional story is added to the structure regardless of the area involved; or

4. The floor area of an alteration or combination of an addition and alteration, within any two-year period, is 50% or more of area of the existing structure and where the scope of the work exposes building framing and
facilitates sprinkler installation and is such that the Building Official determines that the complexity of
installing a sprinkler system would be similar as in a
new building; or

5. Any addition to an existing building that has fire
sprinklers installed.

Exceptions:

1. Pursuant to Health and Safety Code Section 13113
occupancies housing ambulatory children only, none of
whom are mentally ill or mentally retarded, and the
buildings or portions thereof in which such children are housed are not more than two stories in height, and
buildings or portions thereof housing such children
have an automatic fire alarm system activated by
approved smoke detectors.

2. Pursuant to Health and Safety Code Section 13143.6
occupancies licensed for protective social care which
house ambulatory clients only, none of whom is a child
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(under the age of 18 years), or who is elderly (65 years of age or over).

F. The first paragraph of subsection R313R309.3.6.2.2 is hereby deleted and replaced to read as follows:

R313R309.3.6.2.2 Calculation procedure. Determination
of the required size for water distribution piping shall be in accordance with the following procedure and California Fire Code as amended by the City of San Clemente Section
903.3.5.3.

G. Subsection R322R306.1 is hereby amended to read as
follows:

R322R306.1 General. Buildings and structures constructed in whole or in part in flood hazard areas (including A or V Zones) as established in Table R301.2(1) shall be designed and constructed in accordance with the provisions
contained in this section and in accordance with Chapter

15.76 of the San Clemente Municipal Code.

Buildings and structures located in whole or in part in identified floodways shall be designed and constructed in accordance with ASCE 24 and in accordance with Chapter

15.76 of the San Clemente Municipal Code.

15.22.040 Chapter 4 amended — Foundations.

Chapter 4 of CRC is hereby amended as follows:

A. Subsection R402.2 Concrete is hereby amended by adding at the end: Due to corrosive soils concrete shall be 4500 psi Type 5 to protect the reinforcing from corrosion. Special 752
Inspections are not required unless part of the structural design.

B. Subsection R405.1 is hereby amended by deleting the
exception (balance of subsection to remain unchanged).

15.22.050 Chapter 6 amended — Wall Construction.

Chapter 6 of CRC is hereby amended as follows:

A. Section R602.10.4.1 Mixing Methods is hereby amended by adding at the end of #1: “The use of the GB method of
bracing as the sole means for bracing is not permitted. No more than 50% of braced wall line shall use this method and shall be supplemented by any of the other bracing methods.

15.22.060 Chapter 9 amended — Roof Assemblies.

Chapter 9 of CRC is hereby amended as follows:

A. First paragraph of subsection R902.1 is amended to read in its entirety as follows:

R902.1 Roofing covering materials. Roofs shall be
covered with materials as set forth in Sections R904 and R905. A minimum Class A roofing shall be installed in areas designated by this section. Classes A roofing required by this section to be listed shall be tested in accordance with UL 790 or ASTM E 108. (balance of subsection to remain
unchanged).

B. Subsections R902.1.1, R902.1.2, R902.1.3 are hereby
deleted and replaced with a new Subsection R902.1.1 to
read in its entirety as follows:

R902.1.1 Roof Coverings. The roof covering or roofing
assembly on any new structure regulated by this code shall 753
be Class A fire retardant roof minimum as classified in CBC Section 1505.2. Non-combustible roof covering may be
applied in accordance with the manufacturer’s requirements in lieu of a fire retardant roofing assembly. Wood roofing materials are prohibited unless pressure treated and
approved for fire retardant of Class A minimum. For existing structure when ten percent (10%) or more of the total roof area is re-roofed within any one-year period, shall have a Class A fire retardant roof covering for entire roof area. For existing structure when less than ten percent (10%) of the total roof area is re-roofed within any one-year period, shall have a fire retardant roof covering class equal to or greater than the existing roof covering and not less than Class B.

C. The first paragraph of Subsection R902.2 is hereby
amended to read as follows:

R902.2 Fire-retardant-treated shingles and shakes. Fireretardant-treated wood shakes and shingles are wood shakes and shingles complying with UBC Standard 15-3 or 15-4 which are impregnated by the full-cell vacuumpressure process with fire-retardant chemicals, and which have been qualified by UBC Standard 15-2 for use on Class A. (balance of subsection to remain unchanged).

D. Subsection R903.4 Roof Drainage is hereby amended by adding a second paragraph to read as follows:

Water that accumulates on a roof shall be effectively
drained and conveyed from the roof to a storm drain,
street gutter, or other locations approved by the
Building Official. Such water shall be conveyed
through gutters, leaders, associated piping or other
non-erodible surface drainage devices as approved by
the Building Official. For any minor or small roofs, the Building Official may exempt this requirement.

15.22.065 Chapter 10 amended—Chimneys and Fireplaces.

Chapter 10 of CRC is hereby amended as follows:
754
A. Section R1001.1314 is hereby added as follows:

R1001.1314 Outdoor gas Fireplaces, Fire Pits, Fire
Rings, or similar devices. Outdoor fireplaces, fire pits, fire rings, or similar exterior devices shall comply with this section.

Exception: Barbeques, grills, and other portable devices intended solely for cooking
B. Section R1001.1314.1 is hereby added as follows:

R1001.1314.1 Gas-fueled devices. Outdoor fireplaces, fire pits and similar devices fueled by natural gas or liquefiedpetroleum gas are allowed when approved by the Building Department and the device is designed to only burn a gas flame and not wood or other solid fuel. At R-3 occupancies, combustible construction shall not be located within three feet of an atmospheric column that extends vertically from the perimeter of the device. Where a permanent Building Department approved hood and vent is installed,
combustible construction may abut this column between the bottom of the hood and the vent opening.

C. Section R1001.1314.2 is hereby added as follows:

R1001.1314.2 Devices using wood or fuels other than
natural gas or liquefied-petroleum gas. Fireplaces
burning wood or other solid fuel are not permitted.

Decorative logs in ana fireplace shall be contained within a firebox with an attached chimney. The opening in the face of the firebox shall have an installed and maintained
enclosure except exterior installed units.

D. Section R1001.1314.3 is hereby added as follows:
755
R1001.1314.3 Where prohibited. The burning of wood and
other solid fuels is prohibited. Wood and other solid fuel burning fires in devices other than existing permanent
fireplaces are not allowed within Wildfire Risk Areas (WRA) and adopted Fire Hazard Severity Zones (FHSZ) or in
locations where conditions could cause the spread of fire to the WRA or FHSZ

15.22.070 Chapter 44 amended — Referenced Standards
(NFPA 13R &13 D).

The Referenced Standards in Chapter 44 of CRC are hereby amended as follows:

D. NFPA 13R, 2022 Edition, Installation of Sprinkler
Systems is hereby amended as follows:

8.3.3.1.1.1.1. Section 6.7.3 is hereby revised to read in its entirety as follows:
iv) Fire department connections (FDC) shall be of
an approved type. The location shall be approved
and be no more than 150 feet from a public hydrant.

The FDC may be located within 150 feet of a private
fire hydrant when approved by the fire code official.

The size of piping and the number of 2½” inlets shall
be approved by the fire code official. If acceptable to the water authority, it may be installed on the
backflow assembly. Fire department inlet
connections shall be painted OSHA safety red or as
approved. When the fire sprinkler density design
requires more than 500 gpm (including inside hose
756
stream demand), or a standpipe system is included,
four 2½” inlets shall be provided
B. NFPA 13D 20222025 Edition Installation of Sprinkler
Systems in One and Two-Family Dwellings and
Manufactured Homes is hereby amended as follows:

1. Section 7.1.2 is hereby revised to read in its entirety as follows:

7.1.2 The sprinkler system piping mayshall not have
a separate control valve when permittedvalves
installed unless supervised by a central station,
proprietary, or remote station alarm service.

Section 17. Section 16. Chapter 15.23. Chapter 15.23 of the San Clemente Municipal Code, “Existing Building Code” is hereby amended to read in its entirety as follows:

Chapter 15.23 EXISTING BUILDING CODE

15.23.010 Existing Building Code Adopted – Where filed.

15.23.020 Chapter 3 amended—Provisions For All
Compliance Methods.

15.23.010 Existing Building Code Adopted – Where filed.

For the purpose of prescribing regulations for erection, construction, enlargement, alteration, replacement, repair, 757
improvement, removal, movement, conversion, demolition, use and occupancy, equipment, height, location, maintenance, and areas of every building or structure or any appurtenances connected or attached to such building or structure in the City, subject to the modifications set forth in this Chapter., the City Council of the City of San Clemente hereby adopts by reference California Code of Regulations Title 24, Part 10, known and designated as the California Existing Building Code (CEBC), 20222025 Edition, based on the 20212024 International Existing Building Code as published by the International Code Council. A copy of this code is on file for public examination in the City's Building Division Office.

15.23.020 Chapter 3 amended—Provisions For All
Compliance Methods.

A. New Subsections 302.6 and 302.7 are hereby added to
Section 302 to read as follows:
302.6 Requirements. It shall be unlawful for any person to move any house, building or structure of any kind or description, except fabricated structures approved by the Building Official, from any point outside of the City limits of the City, onto any property or lot within the City limits of the City of San Clemente. No building or structure shall be moved or relocated until such building or structure is approved by the Planning Commission under a Conditional Use Permit. A permit to relocate the building or structure, issued by the Building Official to the owner of the premises to which the particular building or structure is proposed to be moved, is also required.
302.7 Relocation Permit Fee. Before any application for a Relocation Permit is accepted for filing, a fee as set forth in the City Council Fee Resolution shall be paid by the applicant to the City of San Clemente to cover City's cost for the investigation of the condition of the building to be moved and the inspection of the proposed new location. The application fee herein provided for shall be in addition to the building permit fee required by this code and any other fee or charge required by law or ordinance where a main building and building accessory thereto are to be moved. 758
Section 1417. Fire Code. Chapter 8.16 of the San Clemente Municipal Code, “Fire Code,” is amended to read as follows:
“Chapter 8.16 FIRE CODE

8.16.010 Fire Code Adopted – Where filed.

8.16.020 - Enforcement and Inspections.

8.16.030 - Division II of Chapter 1 amended—Administration.

8.16.040 – Chapter 2 amended—Definitions.

8.16.050 – Chapter 3 amendments—General Requirements.

8.16.060 – Chapter 4 amended—Emergency Planning and Preparedness.

8.16.070 – Chapter 5 amended—Fire Service Features.

8.16.080 – Chapter 9 amended—Fire Protection and Life Safety Systems.

8.16.102 – Chapter 28 amended—Lumber Yards and Argo-Industrial, Solid Biomass and Woodworking Facilities.

8.16.104 – Chapter 50 amended—Hazardous Materials – General Provisions.

8.16.105 – Chapter 56 amended—Explosives and Fireworks.

8.16.106 – Chapter 80 amended—Referenced Standards.

8.16.010 Fire Code Adopted – Where filed.

The 20222025 California Fire Code, based on the
International Fire Code, 20212024 Edition, as amended by the State of California, published by the International Code Council (ICC), including Appendices listed is hereby adopted by the City of San Clemente for the purpose of prescribing regulations governing conditions hazardous to the life and property from fire or explosion, save and except such portions as are hereinafter added, deleted, modified or amended. A copy of this Code is on file in the City's Building Division office for public inspection and is adopted with the same force and effect as through set out herein in full.

8.16.020 – Enforcement and Inspections.

8.16.020 - Enforcement and Inspections.

The California Fire Code as amended by the City of San
Clemente shall be enforced by the Orange County Fire
759
Authority, which shall be operated under the Fire Chief of the Orange County Fire Authority. The Fire Chief of the Orange County Fire Authority may detail such members of the fire authority as inspectors as shall be necessary from time to time.

8.16.030 – Division II of Chapter 1 amended—Administration.

8.16.030 - Division II of Chapter 1 amended—Administration.

Chapter 1
Scope and Administration
Chapter 1 General Requirements. Adopt Chapter 1SCOPE AND ADMINISTRATION is adopted in its entirety,only those sections and subsections adopted by the SFM with the following
amendments:

Section 112.4 Violation penalties is hereby revised as follows:
112.4 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or shall fail to comply with any issued orders or notices or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be subject to penalties assessed as prescribed in the OCFA Prevention Field Services adopted fee schedule. Each day that a violation continues after due notice has been served shall be deemed a separate offense.

Persons who fail to take immediate action to abate a fire or life 760
safety hazard when ordered or notified to do so by the chief or a duly authorized representative are guilty of a misdemeanor.

8.16.040 – Chapter 2 amended—Definitions.

Chapter 2
Definitions
Chapter 2 DEFINITIONS is adopted in its entirety as amended by SFM with the following amendments:

Sections 202 General DefinitionsGENERAL DEFINITIONS is
hereby revised by adding “OCFA” and “Spark Arrester” as follows:
202 General Definitions
OCFA: Orange County Fire Authority, authority having
jurisdiction.

SPARK ARRESTER.: A listed device constructed of
noncombustible material specifically for the purpose of meeting one of the following conditions:

1. Removing and retaining carbon and other flammable
particles/debris from the exhaust flow of an internal
combustion engine in accordance with California Vehicle Code Section 38366.

2. Existing Fireplaces that burn solid fuel in accordance with California Building Code Chapter 28.

8.16.050 – Chapter 3 amendments—General Requirements.

Adopt
Chapter 3
General Requirements
761
Chapter 3 GENERAL REQUIREMENTS is adopted in its entirety withonly those sections adopted by the exception of Sections 308.1.4, 311.5 through 311.5.5, 318, and 319, andSFM with the following amendments:

Vegetation clearance requirement in Very high fire severityurbanwildland interface areas shall be in accordance with Chapter

49.Part 7, the California Wildland-Urban Interface Code. Type, amount, arrangement, and maintenance of vegetation in a fuel modification area, interior slope, or similarly hazardous area using guidance fromshall be in accordance with OCFA Guideline C-05 “Vegetation Management Guideline—: Technical Design for New Construction, Fuel Modification Plans, and Maintenance Program.” Section 305.6 Hazardous Conditions is hereby added as follows:
305.6 Hazardous conditions. Outdoor fires burning wood or other solid fuel are not allowed when any of the following conditions applies:

1. when predicted sustained winds exceed 8 MPH and relative humidity is less than 25%, or a red flag condition has been declared

2. when an official sign was caused to be posted by the fire code official, or a public announcement is made
No outdoor fires using any fuel type are permitted when predicted sustained winds exceed 20 MPH or when such fires present a hazard as determined by the fire code official.

Section 305.7 Disposal of rubbish is hereby added as follows:
762
305.7 Disposal of rubbish. Rubbish, trash or combustible waste material shall be burned only within an approved incinerator and in accordance with Section 307.2.1.

Section 307 Open burning, recreational fires and portable outdoor fireplacesOPEN BURNING, RECREATIONAL FIRES
AND PORTABLE OUTDOOR FIREPLACES is hereby revised as
follows:

SECTION 307 OPEN BURNING, RECREATIONAL FIRES, FIRE

PITS, FIRE RINGS, AND PORTABLE OUTDOOR FIREPLACES
Sections 307.6 Outdoor Fireplaces, Fire Pits, Fire
Ringsfireplaces, fire pits, fire rings, or similar devices used at Group R Occupanciesoccupancies is hereby added as follows:
307.6 Outdoor Fireplaces, Fire Pits, Fire Ringsfireplaces, fire pits, fire rings, or similar devices used at Group R
Occupancies. Outdoor fireplaces, fire pits, fire rings, or similar exterior devices used at Group R occupancies shall comply with this section.

Exception: Barbeques, grills, and other portable devices intended solely for cooking.

Section 307.6.1 Gas-fueled devices is hereby added as follows:
307.6.1 Gas-fueled devices. Outdoor fireplaces, fire pits and similar devices fueled by natural gas or liquefied-petroleum gas are allowed when approved by the Building Department and the device is designed to only burn a gas flame and not wood or other solid fuel. At R-3 occupancies, combustible construction and vegetation shall not be located within three feet of an atmospheric column that extends vertically from the perimeter of the device. At other R occupancies, the minimum distance shall be ten (10) feet. Where a permanent Building Department approved hood and vent is installed, combustible construction may encroach upon this column between the bottom of the hood and the vent opening. 763
Where chimneys or vents are installed, they shall have a spark arrester as defined in Section 202.

Section 307.6.2 Devices using wood or fuels other than natural gas or liquefied-petroleum gas is hereby added as follows:
307.6.2 Devices using wood or fuels other than natural gas or liquefied-petroleum gas. Permanent outdoor fireplaces burning wood or other solid fuel shall be constructed in accordance with the California Building Code with clearance from combustible construction and building openings as required therein. Fires in a fireplace shall be contained within a firebox with an attached chimney. The opening in the face of the firebox shall have an installed and maintained method of arresting sparks.

Exceptions:

1. 1. Portable fireplaces and fire rings/pits
equipped with a device to arrest sparks shall
be located at least 3’3 feet from combustible
construction at R-3 occupancies,

2. 2. Portable fireplaces, and fire pits/rings
equipped with a device to arrest sparks, shall
be located at least 15 feet from combustible
structures at other R occupancies.

Section 307.6.2.1 Where prohibited is hereby added as follows:
307.6.2.1 Where prohibited. The burning of wood and other solid fuels shall not be conducted within a fuel modification zone or , Wildfire Risk Area (WRA), Wildland-Urban Interface Area (WUI), or in locations where conditions could cause the spread of fire to the WRA or WUI.very high hazard fire severity zone,
764
Exceptions:

1. Permanent fireplaces that are not located in a fuel
modification zone

2. Where determined by the Fire Code Official that the location or design of the device should reasonably prevent the start of a wildfire.

Section 307.7 Fire Prevention is hereby added as follows:

Section 307.7 Fire Prevention.

A. Except as provided in subsection B, authorized in the San Clemente Municipal Code, or permitted by the City or the Orange County Fire Authority, no person shall kindle, build, light, or maintain a fire in:

1. The public right-of-way;

2. Property owned or managed by the City;

3. Property that is zoned or designated by the City as
"Open Space," "Public," "Civic Center" or "Institutional;" or

4. Vacant or unimproved portions of property that are
zoned or designated by the City as "Inland Canyon,"
"Coastal Canyon" or "Coastal Bluff."
Enforcement personal may order the immediate extinguishment of any fire in violation of this subsection A.

B. The prohibitions provided in subsection A do not apply in any public or private park where fires are permitted so long as all of the following conditions are met:

1. The fire is in a designated fire ring or pit, of a maximum horizontal distance of 3 feet by 2 feet, or contained
within a commercially manufactured appliance that is
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elevated off of the ground (e.g., a hibachi, firepit, or barbeque grill);

2. Only wood, charcoal, or paper products are used as
fuel;

3. No painted or chemically treated wood is burned;

4. All fuel material fits within the inside edge of the fire ring, pit, or elevated appliance; and

5. The fuel materials do not rise higher than approximately two (2) feet above the top edge of the fire ring, pit, or elevated appliance.; and

6. Hazardous conditions identified in Section 305.6 do not exist.

C. Enforcement personnel may order the extinguishment of any fire otherwise permitted under subsection B for any public safety or welfare reason. Such reasons include, but are not limited to, the fire's location or proximity to a hazardous fire area, types of fuel, wind speed, wind direction, flying embers, or other hazardous conditions described in Section 305.6 exist.

D. This section shall be enforced by the Orange County Fire Authority, the Orange County Sheriff's Department, and
employees designated by the City Manager in the City's Marine Safety, Code Compliance, and Park Ranger Divisions
(collectively referred to herein as "Enforcement Personnel").

SectionSECTION 324 FUEL MODIFICATION REQUIREMENTS
FOR NEW CONSTRUCTION is hereby added as follows:
324.1 Fuel Modification Requirements forFor New
Construction is hereby added as follows:
324 Fuel Modification Requirements for New
Construction. . All new structures and facilities adjoining land containing hazardous combustible vegetation shall be approved using guidance fromand in accordance with the requirements of OCFA Guideline C-05 “Vegetation Management Guideline –:

Technical Design for New Construction Fuel Modification Plans and Maintenance Program.”
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Exception: Single specimens of trees, ornamental
shrubbery or cultivated ground cover such as green grass, ivy, succulents or similar plants used as ground covers, provided that they do not form a means of readily transmitting fire
Section 325 CLEARANCE OF BRUSH OR VEGETATION
GROWTH FROM ROADWAYS is hereby added as follows:
325.1 Clearance of brush or vegetation growth from roadways is hereby added as follows:
325 Clearance of brush or vegetation growth from
roadways.
. The fire code official is authorized to cause areas within 10 feet (3048 mm) on each side of portions of highways and private streets which are improved, designed or ordinarily used for vehicular traffic, to be cleared of flammable vegetation and other combustible growth. Measurement shall be from the flow-line or the end of the improved edge of the roadway surfaces.

Section 326 Unusual CircumstancesUNUSUAL
CIRCUMSTANCES is hereby added as follows:
326.1 Unusual circumstances. The fire code official may suspend enforcement of the vegetation management requirements and require reasonable alternative measures designed to advance the purpose of this code if determined that in any specific case that any of the following conditions exist:

1. Difficult terrain.

2. Danger of erosion.

3. Presence of plants included in any state and federal resources agencies, California Native Plant Society and county-approved list of wildlife, plants, rare, endangered and/or threatened species.

4. Stands or groves of trees or heritage trees.
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5. Other unusual circumstances that make strict compliance with the clearance of vegetation provisions undesirable or impractical.

Section 327 Use of EquipmentUSE OF EQUIPMENT is hereby
added as follows:
327.1 Use of equipment. Except as otherwise provided in this section, no person shall use, operate, or cause to be operated in, upon or adjoining any hazardous fire area any internal combustion engine which uses hydrocarbon fuels, unless the engine is equipped with a spark arrester as defined in Section 202 maintained in effective working order, or the engine is constructed, equipped and maintained for the prevention of fire.

Exceptions:

3.1.Engines used to provide motor power for trucks, truck tractors, buses, and passenger vehicles, except motorcycles, are not subject to this section if the exhaust system is equipped with a muffler as defined in the Vehicle Code of the State of California.

4.2.Turbocharged engines are not subject to this section if all exhausted gases pass through the rotating turbine wheel, there is no exhaust bypass to the atmosphere, and the
turbocharger is in good mechanical condition.

Section 327.12 Use of Equipmentequipment and Devices
Generating Heat, Sparksdevices generating heat, sparks or Open Flamesopen flames is hereby added as follows:
327.12 Equipment and devices generating heat, sparks
or open flames. During any time of the year within very high fire hazard severity zoneWildfire Risk Areas, within or immediately adjacent to any forest- or brush-covered land or non-irrigated grasscovered land, no person shall use or operate any welding equipment, cutting torches, tar pots, grinding devices, or other tools or equipment that may produce a spark, fire, or flame that could result in a wildfire without doing the following:
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A.1. First clearing away all flammable material, including snags, from the area around such operation for a distance of 30 feet or other approved method to reduce fire spread into the wildlands. If 30-foot clearing cannot be achieved, then an alternate method shall be approved by the AHJ prior to work starting.

B.2. Maintain one serviceable round point shovel with an overall length of not less than forty-six (46) inches and one backpack pump water-type fire extinguisher fully equipped and ready for use at the immediate area during the operation.

C.3. Stop work when winds are 8 MPH or greater during
periods when relative humidity is less than 25%, or a red flag condition has been declared or public announcement is
made, when an official sign was caused to be posted by the fire code official, or when such fires present a hazard as determined by the fire code official.

D.4. Keep a cell phone nearby and call 911 immediate in case of fire.

Section 327.23 Spark Arresters is hereby added as follows:
327.23 Spark arresters. Spark arresters shall comply with Section 202, and when affixed to the exhaust system of engines or vehicles subject to Section 327 shall not be placed or mounted in such a manner as to allow flames or heat from the exhaust system to ignite any flammable material.

8.16.060 – Chapter 4 amended—Emergency Planning and
Preparedness.

Chapter 4:

Emergency Planning and Preparedness. Adopt
Chapter 4: EMERGENCY PLANNING AND PREPAREDNESS is
adopted in only those sections and subsections adopted by the SFM with the following amendment.

Section 407.5 is hereby revised as follows:
407.5 Hazardous Materials Inventory Statement. Where
required by the fire code official, each application for a permit shall 769
OCFA’sfollow OCFA Guideline G-04 “Completion of the Chemical Classification Guideline” in accordance with Section 5001.5.2.

8.16.070 -– Chapter 5 amended—Fire Service Features.

Chapter 5
Fire Service Features
Chapter 5 FIRE SERVICE FEATURES is adopted in its entirety as amended by SFM with the following amendments:

SECTION 501.1 Scope is hereby revised as follows:
501.1 Scope. Fire service features for buildings, structures and premises shall be designedcomply with this chapter and reviewed, where required by the fire code official, with the recommendations of OCFA Guideline B-01, “Fire Master PlanPlans for Commercial & Residential Development.”
Section 510.1 Emergency responder communications
enhancement systems coverage in new buildings is
revisedhereby deleted and replaced as follows:
510.1 Emergency responder radio coverage in new buildings.

All new buildings shall have approved radio coverage for emergency responders within the building based upon the existing coverage levels of the public safety communication systems of the jurisdiction at the exterior of the building. This section shall not require improvement of the existing public safety communication systems. The Emergency Responder Radio Coverage System
shall comply with the requirements of the Orange County Sheriff’s Department, Communications and Technology Division, and where the functionality of performance requirements in the California Fire Code are more stringent, this code.

Exceptions:
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A.1. In buildings or structures where it is determined by the fire code official that the radio coverage system is not needed, including but not limited to the following:

B.a. Existing buildings or structures, unless required by the Building Official and OCFA for buildings and structures undergoing extensive remodel and/or expansion.

C.b. Elevators.

D.c. Structures that meet all of the following:

E.i. Three stories or less, and
F.ii. Do not have subterranean storage or parking, and
G.iii. Do not exceed 50,000 square feet on any single
story.

H.d. Structures that meet all of the following:

I.i. Residential structures four stories or less, and
J.ii. Constructed of wood, and
K.iii. Do not have subterranean storage or parking, and L.iv. Are not built integral to an above ground multi-story parking structure.

Should a structure that is three stories or less and 50,000 square feet or smaller on any single story include
subterranean storage or parking, then this ordinance shall apply only to the subterranean areas.

M.2. In facilities where emergency responder radio coverage is required and such systems, components or equipment required could have a negative impact on the normal operations of the facility, the fire code official shall have the authority to accept an automatically activated emergency radio coverage system.

8.16.080 – Chapter 9 amended—Fire Protection and Life Safety Systems.

Chapter 9
Fire Protection and Life Safety Systems
Chapter 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS is
adopted in its entirety as amended by the SFM with the following amendments:

Section 903.2 Where required is hereby revised as follows:
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903.2 Where required. Approved automatic sprinkler systems in buildings and structures shall be provided when one of the following conditions exists:

1. New buildings: In addition: to the requirements of Sections 903.2.1 through 903.2.21, approved automatic sprinkler
systems in new buildings, structures and change of use
shall be provided as follows (Exception: Group R detached one- two-family dwellings and townhouses as required by Section 903.2.8):
a) Throughout all Group A, C, I, E, H and L
Occupancies.
b) Throughout all Group B, F, M, and S Occupancies
exceeding 1,000 square feet.
c) Throughout all Group U Occupancies exceeding
6,000 square feet.

For the purposes of this section, fire walls shall not define separate buildings.

2. Alteration: When the floor area of the alteration within any two-year period exceeds 75% of the area of the existing structure and the alteration includes structural
modifications other than seismic upgrade.

3. Addition: Sprinkler protection shall be provided throughout the entire building when:
a) Existing unsprinklered building less than 5000 square feet: where 20% or more is added and the gross floor
areas exceed 5000 square feet.
b) Existing unsprinklered building equal or greater than 5000 square feet: where more than 1,000 square feet
is added.
c) Fire sprinklers shall be provided in additions to an existing building that has fire sprinklers installed
d) Change of use when required by that use.

Exception: Additions to Group R occupancies shall comply with Section 903.2.8 (2).

Section 903.2.8 Group R is hereby revised as follows:
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903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area as follows:

1. New Buildings: An automatic sprinkler system shall be installed throughout all new buildings, including the
attached garages.

2. Existing R Buildings: An automatic sprinkler system shall be installed throughout when one of the following
conditions exists:
a) All existing Group R occupancies and U garages when
the total floor area is increased by 50% of the existing area over a two-year period.
b) All existing Group R occupancies and U garages when
the total area is increased by 750 square feet or more
over a two-year period.
c) All existing Group R occupancies and U garages when
an additional story is added to the structure regardless of the area involved.
d) All existing Group R occupancy buildings when the floor area of the alteration or combination of an addition and alteration, within any two-year period, is 50% or more of area of the existing structure and where the scope of
the work exposes building framing and facilitates
sprinkler installation and is such that the Building/Fire Code Official determines that the complexity of
installing a sprinkler system would be similar as in a new building.
e) Any addition to an existing building that has fire
sprinklers installed.

The exceptions in this section remain unchanged.

Section 903.3.5.3 Hydraulically calculated systems. is
hereby added as follows:
903.3.5.3 Hydraulically calculated systems. The design
of hydraulically calculated fire sprinkler systems shall not exceed 90% of the water supply capacity.

Exception: When static pressure exceeds 100 psi,
and when required by the fire code official, the fire sprinkler 773
system shall not exceed the water supply capacity specified by Table 903.3.5.3.

TABLE 903.3.5.3
Hydraulically Calculated Systems
Design %
75 80
85 90
100 110 120 130 140 150 PSI

8.16.090 Chapter 11 Construction Requirements for Existing Buildings. Adopt only those sections and subsections adopted by SFM.

Chapter 25
Fruit and Crop Ripening

8.16.100 Chapter 25 Fruit and Crop Ripening is not adopted.

Chapter 26
Fumigation and Insecticidal Fogging

8.16.101 Chapter 26 Fumigation and Insecticidal
Fogging is not adopted.

8.16.102 – Chapter 28 amended—Lumber Yards and ArgoIndustrial, Solid Biomass and Woodworking Facilities.

Chapter 28
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Lumber Yards and Agro-Industrial, Solid Biomass and
Woodworking Facilities
Chapter 28 LUMBER YARDS AND AGRO-INDUSTRIAL, SOLID
BIOMASS AND WOODWORKING FACILITIES is adopted in its
entirety with the following amendments:

Section 2801.2 Permit is hereby revised as follows:
2801.2 Permit. Permits shall be required as set forth in Section 105.5 and 105.5.2931.

Section 2808.2 Storage site is hereby revised as follows:
2808.2 Storage site. Storage sites shall be level and on solid ground, elevated soil lifts or other all-weather surface. Sites shall be thoroughly cleaned, and approval obtained from the fire code official before transferring wood products to the site.

Section 2808.3 Size of piles is hereby revised as follows:
2808.3 Size of piles. Piles shall not exceed 15 feet in height, 50 feet in width, and 100 feet in length.

Exception: The fire code official is authorized to allow the pile size to be increased where a fire protection plan is provided for approval that includes, but is not limited to, the following:

1. Storage yard areas and materials-handling equipment
selection, design and arrangement shall be based upon sound fire prevention and protection principles.

2. FactorFactors that lead to spontaneous heating shall be identified in the plan, and control of the various factors shall be identified and implemented, including provisions for monitoring the internal condition of the pile.

4. Fire apparatus access roads around the piles and access roads to the top of the piles shall be established, identified, and maintained.

5. Regular yard inspections by trained personnel shall be included as part of an effective fire prevention maintenance program.

Additional fire protection called for in the plan shall be provided and shall be installed in accordance with this code. The increase of the pile size shall be based upon the capabilities of the installed fire protection system and features.

Section 2808.3.1 Increase in pile or stack size is hereby deleted in its entirety.

Section 2808.4 Pile Separation is hereby revised as follows:
2808.4. Pile separation. Piles shall be separated from adjacent piles by a minimum distance of 20 feet. Additionally, piles shall have a minimum separation of 100 feet from combustible vegetation.

Section 2808.7 Pile fire protection is hereby revised as follows:
2808.7 Pile fire protection. Automatic sprinkler protection shall be provided in conveyor tunnels and combustible enclosures that pass under a pile. Combustible conveyor systems and enclosed conveyor systems shall be equipped with an approved automatic sprinkler system. Oscillating sprinklers with a sufficient projectile reach are required to maintain a 40% to 60% moisture content and wet down burning/smoldering areas.

Section 2808.9 Material-handling equipment is hereby revised as follows:
2808.9 Material-handling equipment. All material-handling equipment operated by an internal combustion engine shall be provided and maintained with an approved spark arrester.

Approved material-handling equipment shall be available for moving wood chips, hogged material, wood fines and raw product during fire-fighting operations.
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Section 2808.11 Temperature control is hereby added as follows:
2808.11 Temperature control. The temperature shall be
monitored and maintained as specified in Sections 2808.11.1 and 2808.11.2.

Section 2808.11.1 Pile temperature control is hereby added as follows:
2808.11.1 Pile temperature control. Piles shall be rotated when internal temperature readings are in excess of 165 degrees Fahrenheit.

Section 2808.11.2 New material temperature control is hereby added as follows:
2808.11.2 New material temperature control. New loads
delivered to the facility shall be inspected and tested at the facility entry prior to taking delivery. Material with temperature exceeding 165 degrees Fahrenheit shall not be accepted on the site. New loads shall comply with the requirements of this chapter and be monitored to verify that the temperature remains stable.

Section 2808.12 Water availability is hereby added as follows:
2808.12 Water Availabilityavailability. Facilities with over 2500 cubic feet shall provide a water supply. The minimum fire flow shall be no less than 500 GPM @ 20 psi for a minimum of 1 hour duration for pile heights up to 6 feet and 2-hour duration for pile heights over 6 feet. If there is no water purveyor, an alternate water supply with storage tank(s) shall be provided for fire suppression. The water supply tank(s) shall provide a minimum capacity of 2500 gallons per pile (maximum 30,000 gallons) for piles not exceeding 6 feet in height and 5000 gallons per pile (maximum 60,000) for piles exceeding 6 feet in height. Water tank(s) shall not be used for any other purpose unless the required fire flow is left in reserve within the tank at all times. An approved method shall be provided to maintain the required amount of water within the tank(s). 777
Section 2808.13 Tipping areaareas is hereby added as follows:
2808.13 Tipping areas shall comply with the following:

1. Tipping areas shall not exceed a maximum area of 50 feet by 50 feet.

2. Material within a tipping area shall not exceed 5 feet in height at any time.

3. Tipping areas shall be separated from all piles by a 20-foot-wide fire access lane.

4. A fire hydrant or approved fire water supply outlet shall be located within 150 feet of all points along the perimeter of the tipping area.

5. All material within a tipping area shall be processed within 5 days of receipt.

Section 2808.14 Emergency Contactcontact is hereby added as follows:
2808.14 Emergency Contactcontact. The contact information of a responsible person or persons shall be provided to the Fire Department and shall be posted at the entrance to the facility for responding units. The responsible party should be available to respond to the business in an emergency situation.

Section 2808.15 Maximum Gridgrid of Pilespiles and
Rowsrows is hereby added as follows:
2808.15 Maximum Gridgrid of Pilespiles and Rows,rows. Rows of Piles shall not exceed 500 feet by 500 feet. Grids shall be separated by a minimum 50 -foot clear space used for no other purpose.
2808.16 Push-out / Clearclear area is hereby added as follows:
2808.16 Push-out / Clearclear area . Piles exceeding 20 cubic yards shall be provided with push-out areas. Push-out areas shall be maintained clear at all times to allow for the largest pile to be spread out to a depth of 2 feet in height. Push-out areas shall be 778
located within 250 feet of all edges of any pile and shall be located a minimum of 20 feet from any building.

8.16.103 Chapter 49 Requirements for Wildland-Urban
Interface Fire Areas is adopted in its entirety with the following amendment:

Section 4903.3 Fuel Modification Plans is hereby added as follows:
4903.3 Fuel Modification Plans. Fuel modification plans shall be reviewed and approved by OCFA for all new buildings to be built or installed in a Very High Fire Hazard Severity Zone and identified fuel modification zone. Plans shall reference the recommendations set forth in OCFA Guideline C-05 “Vegetation Management Guideline – Technical Design for New Construction Fuel Modification Plans and Maintenance Program.” R-3
occupancies may submit owner builder plans developed by others with proficiency in vegetation management.

8.16.104 – Chapter 50 amended—Hazardous Materials –
General Provisions.

Chapter 50
Hazardous Materials – General Provisions
Chapter 50 HAZARDOUS MATERIALS – GENERAL
PROVISIONS is adopted in its entirety as amended by SFM with the following amendments.

Section 5001.5.2 Hazardous Materials Inventory Statement (HMIS),) is hereby revised as follows:
5001.5.2 Hazardous Materials Inventory Statement (HMIS).

Where required by the fire code official, an application for a permit shall include. Orange County Fire Authority’s follow OCFA Guideline G-04 “Completion of the Chemical Classification Guideline,”, which shall be completed and approved prior to approval of plans, and/or the storage, use, or handling of chemicals on the premises.
779
Section 5003.1.1.1 Extremely Hazardous
Substanceshazardous substances is hereby added as follows:
5003.1.1.1 Extremely Hazardous Substances. hazardous
substances. No person shall use or store any amount of extremely hazardous substances (EHS) in excess of the disclosable amounts (see Health and Safety Code Section 25500 et al) in a residential zoned or any residentially developed property.

8.16.105 – Chapter 56 amended—Explosives and Fireworks.

Chapter 56
Explosives and Fireworks
Chapter 56 EXPLOSIVES AND FIREWORKS is adopted in its
entirety as amended by the SFM with the following amendments:

Section 5608.2 Firing is hereby added as follows:
5608.2 Firing. All fireworks display, regardless of mortar, device, or shell size, shall be electrically fired.

Section 5608.3 Application for Permitpermit is hereby added as follows:

Section 5608.3 Application for Permitpermit. A diagram of the grounds on which the display is to be held showing the point at which the fireworks are to be discharged, the fallout area based on 100 feet per inch of shell size, the location of all buildings, roads, and other means of transportation, the lines behind which the audience will be restrained, the location of all nearby trees, telegraph or telephone line, or other overhead obstructions shall be provided to OCFA.

8.16.106 – Chapter 80
amended—Referenced Standards.
780
8016.106 Chapter 80
Referenced Standards
Chapter 80 REFERENCED STANDARDS is adopted in its
entirety as amended by the SFM with the following
amendments:

NFPA 13, 20222025 Edition, Standard for the Installation of Sprinkler Systems is hereby amended as follows:

Section 16.12.3.39.2.1.7 is hereby revised as follows:

16.12.3.3 Fire department connections (FDC)
shall be of an approved type. The location shall be approved and be no more than 150 feet from a public hydrant. The FDC may be located within 150 feet of a private fire hydrant when approved by the fire code official. 9.2.1.7 Concealed spaces filled with noncombustible insulation shall not require sprinkler protection when approved by the fire code official.

When the fire sprinkler density design requires more than 500 gpm (including inside hose stream demand), or a standpipe system is included, four 2½” inlets shall be provided.

Section 9.4.3.1 is hereby revised as follows:

9.4.3.1 When fire sprinkler systems are installed in shell buildings of undetermined use (Spec Buildings) other than warehouses (S occupancies), fire sprinklers of the quick-response type shall be used. Use is considered undetermined if a specific
tenant/occupant is not identified at the time the fire sprinkler plan is submitted. Sprinklers in light hazard occupancies shall be one of the following:

1. Quick-response type as defined in 3.3.215223.4.16

2. Residential sprinklers in accordance with the requirements of Chapter 12
781

3. Quick -response CMSA sprinklers

4. ESFR sprinklers

5. Standard-response sprinklers used for modifications or additions to existing light hazard systems equipped with standardresponse sprinklers.

6. Standard-response sprinklers used where individual standardresponse sprinklers are replaced in existing light hazard systems
Section 9.2.1.716.12.3.3 is hereby revised as follows:

When the fire sprinkler density design requires more than 500 gpm (including inside hose stream demand), or a standpipe system is included, four 2½” inlets shall be provided.

9.2.1.7 Concealed spaces filled with noncombustible
insulation shall not require sprinkler protection when approved by fire code official.

NFPA 13D 20222025 Edition, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and
Manufactured Homes is hereby amended as follows:

Section 7.1.2 is hereby revised as follows:

7.1.2 The sprinkler system piping mayshall not have
separate control valves installed when permitted. unless supervised by a central station, proprietary, or remote station alarm service.

NFPA 14, 2019 Edition, Installation of Standpipe and Hose Systems is amended as follows:
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Section 7.3.1.1 is hereby is deleted in its entirety.

NFPA 24, 20192025 Edition, Standard for the Installation of Private Fire Service Mains and Their Appurtenances is hereby amended as follows:

Section 6.2.8.1 is hereby added as follows:

6.2.8.1 All indicating valves controlling fire suppression water supplies shall be painted OSHA red.

Exceptions:

1. Brass or bronze valves on sprinkler risers mounted to the exterior of the building may be left unpainted.

2. Where OS&Y valves on the detector check assembly are the only control valves, at least one OS&Y valve shall be painted red.

Section 6.2.9 is hereby amendedrevised as follows:

All connections to private fire service mains for fire
protection systems shall be arranged in accordance with one of the following so that they can be isolated:
(1)1. A post indicator valve installed not lessthan 40 ft (12 m) from the building
a) (a) For buildings less than 40 ft (12 m) in height, a post indicator valve shall be permitted to be installed closer than
40 ft (12 m) but at least as far from the building as the height of the wall facing the post indicator valve.
b) (Post indicating valves shall be allowed to be closer than 40 ft (12 m) to the building when a property line or other physical barriers make it impossible to have a post
indicating valve 40 ft (12m) away.
783
c) Post indicating valves shall be allowed to be closer than 40 ft (12 m) to the building when building driveway or fire access roadways or other building traffic make it
impractical to be 40 ft (12 m).
2). A wall post indicator valve
(3) An indicating valve in a pit, installed in accordance on risers located within the building, either a nonrising stem gate valve with Section 6.4a wall post indicator or a listed butterfly valve with an indicating handle extending out through the building wall.
(4)3. A backflow preventer with at least one indicating valve not less than 40 ft (12 m) from the building
a) (a) For buildings less than 40 ft (12 m) in height, a backflow preventer with at least one indicating valve shall be permitted to be installed closer than 40 ft (12 m) but at least as far from the building as the height of the wall facing the backflow preventer.
b) (5) ControlBackflow preventer valves shall be allowed to be closer than 40 ft (12 m) to the building when a
property line or other physical barriers make it impossible to have a backflow preventer valve 40 ft (12 m) away.
c) Backflow preventer valves shall be allowed to be closer than 40 ft (12 m) to the building when building driveway or fire access roadways or other building traffic make it
impractical to be 40 ft (12 m).

4. Indicating control valves installed in a fire-rated room accessible from the exterior
(6) Control5.Indicating control valves in a fire-rated stair enclosure accessible from the exterior as permitted by the AHJ

6. Any other valve type or location as permitted by the AHJ Section 10.1.5 is hereby added as follows:
784

10.1.5 All ferrous pipe and joints shall be polyethylene encased per AWWA C150, Method A, B, or C. All fittings shall be protected with a loose 8-mil polyethylene tube or sheet. The ends of the tube or sheet shall extend past the joint by a minimum of 12 inches and be sealed with 2-inch-wide tape approved for underground use. Galvanizing does not meet the requirements of this section.

Exception: 304 or 316 Stainless Steel pipe and fittings.

Section 10.4.1.1 is hereby revised as follows:

10.4.1.1 Coatings. All bolted joint accessories shall be cleaned and thoroughly coated with asphalt, bituminous, or other corrosion-retarding material after installation.

Exception: Bolted joint accessories made from 304 or 316 stainless steel.

Section 10.4.1.1.1 is hereby added as follows:

10.4.1.1.1 All bolts used in pipe-joint assembly shall be 316 stainless steel.

Section 10.4.3.2 is hereby deleted. and replaced as follows:

Appendices
Appendix A is deleted in its entiretynot adopted.

Appendix B is adopted in its entirety. as amended by the SFM. 785
Appendix BB is adopted in its entirety.

Appendix C is adopted in its entirety as amended by the SFM.

Appendix CC is adopted in its entirety.

Appendix D is deleted in its entiretynot adopted.

Appendix E is deleted in its entiretynot adopted.

Appendix F is deleted in its entiretynot adopted.

Appendix G is deleted in its entiretynot adopted.

Appendix H is adopted in its entirety.

Appendix I is deleted in its entiretynot adopted.

Appendix J is deleted in its entiretynot adopted.

Appendix K is deleted in its entiretynot adopted.

Appendix L is deleted in its entiretynot adopted.

Appendix M is deleted in its entiretynot adopted.

Appendix N is deleted in its entiretynot adopted.

Appendix O is deleted in its entirety.”not adopted.
786
Appendix P is not adopted.

Appendix Q is not adopted
Section 1518. Severability. If any provision of this ordinance or its application to any person or circumstance is held to be invalid by a court of competent jurisdiction, such invalidity has no effect on the other provisions or applications of the ordinance that can be given effect without the invalid provision or application, and to this extent, the provisions of this Ordinance are severable. The City Council declares that it would have adopted this Ordinance irrespective of the invalidity of any portion thereof.

Section 1619. Effective Date. This Ordinance takes effect on January 1, 20232026, consistent with section 18941.5 of the California Health and Safety Code, or 30 days after its final passage and adoption, whichever is later, consistent with California Government Code section 36937.

Section 1720. Certification. The City Clerk is directed to certify the passage and adoption of this Ordinance; cause it to be entered into the City’s book of original ordinances; make a note of the passage and adoption in the records of this meeting; and, within fifteen (15) days after the passage and adoption of this Ordinance, cause it to be published or posted in accordance with California law.

APPROVED AND ADOPTED this day of , 20222025.

ATTEST:

City Clerk of the City of Mayor of the City of
San Clemente, California San Clemente, California
APPROVED AS TO FORM:

City Attorney
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NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN THAT ON NOVEMBER 4, 2025 A PUBLIC HEARING

WILL BE HELD BY THE CITY COUNCIL OF THE

CITY OF SAN CLEMENTE, CALIFORNIA,
RELATIVE TO THE FOLLOWING:

Ordinance to Adopt Various Building Code Regulations and Local Amendments Public Hearing to consider an ordinance of the City Council of The City of San Clemente, California, amending San Clemente Municipal Code Title 15, Chapters 15.05, 15.08, 15.11,

15.12, 15.14, 15.16, 15.17, 15.18, 15.20, 15.22, 15.23, and Title 8, Chapter 8.16, and adding Chapter 15.13 to the San Clemente Municipal Code, and adopting by reference the 2025 California Building Standards Code (California Code Of Regulations, Title 24), consisting in part of the 2025 California Administrative Code, the 2025 California Building Code, the 2025 California Residential Code, the 2025 California Electrical Code, the 2025 California Mechanical Code, the 2025 California Plumbing Code, the 2025 California Fire Code, the 2025 California Green Building Standards Code, the 2025 California Energy Code, the 2025 California WildlandUrban Interface Code, the 2025 California Historical Building Code, the 2025 California Existing Building Code, and the 2025 California Referenced Standards Code, together with certain additions, amendments, and deletions thereto, and repealing Ordinance No.1738.

Further information may be obtained by contacting Daritza Mendoza, in the Community Development Department at (949) 361-6162. If you challenge this project in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City of San Clemente at, or prior to, the public hearing.

To allow staff adequate time to confirm software compatibility, individuals wishing to utilize electronic visual aids to supplement their oral presentations at the meeting must submit the electronic files to the City Clerk by no later than 12:00 p.m. on the day of the meeting. Only compatible electronic formats will be permitted to be used on City audio/visual computer equipment. Staff makes no guarantee that such material will be compatible, but will use its best efforts to accommodate the request.

NOTICE IS FURTHER GIVEN that said public hearing will be conducted by the San Clemente City Council on Tuesday, November 4, 2025 at 5:30 p.m. in the City Council Chambers located at 910 Calle Negocio, 2
nd floor, San Clemente. All interested persons are invited to attend said hearing or to provide written communication to the City Council to express their opinion for or against the request.

For further details, please call or visit the Community Development Department at the above phone number and address where information is on file and available for public inspection.

Laura Campagnolo
City Clerk and Ex-Officio Clerk of the Council
788
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING
CITY OF SAN CLEMENTE 1
Meeting Date: October 21, 2025 Agenda Item: 10A.

Submitted By: Coastal Animal Services Authority
Prepared By: Jennifer Stinett, General Manager
Subject:
..titl e
INTRODUCTION AND FIRST READING OF AN ORDINANCE AMENDING TITLE 6 OF THE

SAN CLEMENTE MUNICIPAL CODE RELATING TO ANIMAL CONTROL, WELFARE, AND LICENSING REQUIREMENTS WITHIN THE CITY OF SAN ..body CLEMENTE Fiscal Impact:

None.

Summary:

Coastal Animal Services Authority (CASA) provides animal care and control services to the cities of San Clemente and Dana Point under a Joint Powers Agreement. In an effort to increase efficiency and effectiveness of the Animal Control Officers and simplify the understanding of the rules and regulations in the communities serviced by the Authority, a variety of amendments to Title 6 of the San Clemente Municipal Code (SCMC) are recommended to increase consistency between the two cities regulations. The proposed updates will also keep Title 6 of the SCMC consistent with existing law and practices in the industry.

Background:

Upon review of Title 6 – Animals, of the SCMC, several amendments are proposed as follows:
 Chapter 6.04 General Provisions: addition of 6.04.050 Interference, 6.04.070 Violations,

6.04.080 Inspections, 6.04.090 Complaints and 6.04.100 - 6.04.140 associated with the Administrative Hearing process.
 Chapter 6.08, amendments to Animal Control Regulations Generally to Disease Control.  Chapter 6.10 recommended amendments and additions to Regulation of Barking Dogs, Animal Licenses, Proof of Rabies Vaccination, License Period, Dog License Fee, Fee Exemption, and Dog License Renewal. Of note, 6.10.180 Posting of Licensing Requirements is a proposed new addition to Title 6 that will assist the City of San Clemente in achieving higher dog licensing compliance.
 Chapter 6.12, amendments to Dog and Cat Licenses, Leash Required, and Restraint of Dogs.
 Chapter 6.20, amending Private Kennels, Animal Refuges and Animal Rescue Operations to Potentially Dangerous and Vicious Dogs. This Chapter contains the greatest number of changes and includes the proposed adoption of California Food and Agriculture Code Chapter 9 - Potentially Dangerous and Vicious Dogs Article 1 - Findings, Definitions, and General Provisions Section 31602.
 Chapter 6.24, amending Rabies Control to Animals at Large, Excessive Noise, and Other Nuisances, Trespassing, Property Damage, Animal Noises Prohibited, Excreta Nuisance 789
Meeting Date: October 21, 2025 Agenda Item: 10A.

CITY OF SAN CLEMENTE 2
Prohibited, and Tying Animals to Trees have been included under Animals at Large, Excessive Noise, and Other Nuisances. To maintain consistency, unreasonable noise emitting from an animal is proposed to be established by three (3) witnesses who do not live at the same address and who provide individual sworn declarations attesting to the time and nature of the unreasonable noise.
 Chapter 6.28, amend Vicious Animals to Wild, Exotic, Non-domesticated Animals.  Chapter 6.32, amend Wild or Exotic Animals to Humane Treatment.  Chapter 6.36, amend Abuse of Animals to Animal Shelter and lmpoundment.  Chapter 6.40, amend Disposal of Dead Animals to Commercial Animal Establishments.  Chapter 6.44, amend lmpoundment to Private Kennels, Animal Refuges, Animal Rescue Operations and Specialty Animals. Currently, Chapter 6.20 Private Kennels, Animal Refuges and Animal Rescue Operations require a permit for any person owning five (5) or six (6) dogs or cats over four (4) months in age, or any combination thereof. Authority staff recommends amending provisions such that persons owning four (4) or more dogs or cats over four (4) months of age or older, or any combination thereof be required to obtain a permit.
 Chapter 6.44.020 Keeping of Specialty Animals Within City Limits would provide residents an opportunity to house pets, other than dogs and cats, on their property, while identifying Zoning requirements and additional humane treatment requirements.  Chapter 6.48 Disposal of Dead Animals is required to accommodate the above-mentioned recommended recodifications.

Specific details of each proposed amendment is included in Attachment 1.

Council Options:
 Introduce and conduct the first reading to amend Title 6 – Animals, of the San Clemente Municipal Code.
 Modify, and then introduce and conduct the first reading to amend Title 6 – Animals, of the San Clemente Municipal Code.
 Continue the item and direct staff to provide additional information.

Environmental Review/Analysis:

Adoption of the animal control ordinance revisions is not an activity subject to the requirements of the California Environmental Quality Act (CEQA). Adoption of the revisions is not a “project” under CEQA because it is not a project that will have a reasonably foreseeable direct or indirect physical impact on the environment per Public Resources Code section 21065 and CEQA Guidelines sections 15378 and 15060(c). Moreover, adoption of the animal control ordinance revisions is exempt from CEQA under CEQA Guidelines sections 15061(b)(3), 15308, and 15321.

The activity is exempt under the “Common Sense” exemption at CEQA Guidelines section 15061(b)(3) because the revisions are administrative enforcement provisions relating to animal oversight and control in the City that primarily concern permitting, licensing, noise complaints, control of vicious animals, and impoundments, and there is no possibility that the revisions could have a significant effect on the environment.
790
Meeting Date: October 21, 2025 Agenda Item: 10A.

CITY OF SAN CLEMENTE 3
Recommended Actions:

Staff Recommendation ..recommendation
Introduce and conduct the first reading of Ordinance No. 1797 entitled AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SAN CLEMENTE, CALIFORNIA, AMENDING TITLE 6 OF

THE SAN CLEMENTE MUNICIPAL CODE RELATING TO ANIMAL CONTROL WITHIN THE

CITY OF SAN CLEMENTE
..end
Attachment:

1. Proposed Ordinance Title 6 - Animals

2. Proposed Ordinance Title 6 - Table of Contents

3. Proposed Ordinance Title 6 - Animals (Redline)
Notification:

None.
791
Attachment 1
ORDINANCE NO. 1797

AN ORDINANCE OF THE CITY COUNCIL OF THE

CITY OF SAN CLEMENTE, CALIFORNIA, AMENDING
TITLE 6 OF THE SAN CLEMENTE MUNICIPAL CODE

RELATING TO ANIMAL CONTROL WITHIN THE CITY

OF SAN CLEMENTE
WHEREAS, in 1995, the City of San Clemente and City of Dana Point formed the Coastal Animal Services Authority (CASA), an independent joint powers authority, to provide animal services within the two cities; and
WHEREAS, CASA serves as the City’s Animal Services Division and CASA’s officers serve as the City’s Animal Services Program Manager and Animal Services Officers; and
WHEREAS, in providing animal control services within the City, CASA utilizes the provisions of Article 6 of the San Clemente Municipal Code (the “Code”); and WHEREAS, the City desires to make various amendments to the Code regarding the provision of animal services.

NOW, THEREFORE, the City Council of the City of San Clemente, California, hereby ordains as follows:

Section 1: In reviewing Title 6 - Animals, several areas for improvement were identified in the following Chapters of the Municipal Code of the City of San Clemente and Title 6 is hereby amended to read in its entirety as follows:

Title 6

ANIMALS
Chapter 6.04 GENERAL PROVISIONS, ADMINISTRATION AND ENFORCEMENT

6.04.010 Definitions.

As used in this Title, the following terms have these meanings, unless otherwise specified:
“Administrative action” means and refers to any enforcement action taken by the Authority other than criminal prosecution or civil proceeding filed in the Orange County Superior Court.
"Adoption fee" means any compensation or monetary exchange for the purpose of taking ownership or custody of an animal.
"Animal" means any creature, domestic or wild, including, but not limited to, birds, fishes, reptiles, insects, arachnids, arthropods, and nonhuman mammals. 792
Ordinance No. 1797 Page 2
"Animal Control Officer" means any person designated by the General Manager of the Authority as a law enforcement officer who is qualified to perform such duties under the laws of this State.
"Animal establishment" means any pet shop, grooming shop, animal auction, performing animal exhibition, kennel, or animal shelter (except this term shall not include licensed veterinary medical facilities, licensed research facilities, facilities operated by government agencies, or licensed animal dealers regulated by the U.S.D.A. under the provisions of U.S. Public Laws 89544 and 91579). "Animal exhibition" means any display containing one (1) or more animals which are exposed to public view for entertainment, instruction or advertisement, excluding fairs, livestock shows, rodeos, purebred dog and pedigree cat shows, obedience trials and competitions, field trials, and any other fair or exhibition intended to advance agricultural arts and sciences.
"Animal menagerie" means a place where wild and/or exotic animals are kept or maintained for any commercial purposes.
"Animal Rescue Operation" shall mean a person or group dedicated to the rescue of homeless dogs and or cats and who, while seeking homes for the dogs and cats, keep the homeless dogs and cats in their homes subject to their having first obtained an "Animal Rescue Private Kennel Permit."
"Animal shelter" means any facility operated by the City or its authorized agents for the purpose of impounding or caring for animals held under the authority of this chapter or state law.
"Approved rabies vaccine" means a vaccine which is approved for use in the animal concerned by the California Department of Health. "Approved research institution" means a college, hospital, university or research laboratory conducting research under humane conditions, if the General Manager so finds and certifies in writing.
"At large" - A dog or cat shall be deemed to be "at large" when off the property of the owner and not under restraint.
"Auctions" means any place or facility where animals are regularly bought, sold or traded, except for those facilities otherwise defined in this chapter. This term does not apply to individual sales of animals by owners.
"Authority” means the Coastal Animal Services Authority, a joint powers authority created to facilitate the animal control, welfare, and licensing requirements of the cities served.
"Barking dog" means a dog that barks, bays, cries, howls or makes any vocal noise for an extended period of time to the disturbance of any person at any time of day or night, regardless of whether the dog is physically situated in or upon private property.

Such extended period of time shall consist of continuous barking for thirty (30) minutes or more, or intermittent barking for sixty (60) minutes or more. A dog shall not be deemed a "barking dog" if it is barking in response to a person trespassing or takes 793
Ordinance No. 1797 Page 3
action which a reasonable person would interpret to constitute an attempted trespass upon private property, or when the dog is being teased or provoked. "Birth control measures" means the surgical alteration of female and male cats and dogs, popularly referred to as spaying and neutering; the utilization of approved mechanical birth control devices, such as intrauterine devices; or chemical birth control agents as approved by the Southern California Veterinary Medical Association. "Board of Directors" means the policy-making body for the Authority consisting of elected officials from each jurisdiction served by the Authority and support staff. "Care and Evaluation Committee" means an advisory committee to the General Manager or the Authority, whose purpose is to make recommendations to improve the quality of life and future wellbeing of animals.
"Cat" means and includes domesticated members of the species Felis catus.

This definition excludes other members of the family Felidae. "Charitable auction" means any and all auctions carried out by a charitable organization for the purpose of fundraising.
"Charitable organization" means a nonprofit organization which qualifies under Section 501(c)(3) of the Internal Revenue Code as a charitable organization. "Circus" means a commercial variety show featuring animal acts for public entertainment.
“City" means the City of San Clemente and any of its designees. "Commercial" means operated or carried on primarily for financial gain. "Commercial animal establishment" means any pet shop, commercial animal rescue shop, grooming parlor, animal auction, animal dealer who operates for profit, riding school or stable, zoological park, circus, performing animal exhibition, commercial kennel/cattery, or animal shelter.
"Commercial animal rescue shop" means a commercial establishment that offers dogs and/or cats for a nonprofit adoption fee, and such dogs and/or cats are made available to the establishment by nonprofit humane societies, animal shelters, bona fide animal rescue organizations, or the San Clemente-Dana Point Animal Shelter. "Commercial breeder" means an owner/lessor/breeder of dogs and cats who is licensed to breed animals for resale—individually or in litter lots—whether any of these animals are also kept for personal use.
"Commercial exhibitor" means any person exhibiting any animals to the public for compensation, such term including carnivals, circuses and animal acts exhibiting such animals whether operated for profit or not.
"Commercial kennel/cattery" means any for-profit establishment or operation where animals of any species are kept for the purpose of breeding, grooming, boarding, or exhibiting such animals; or selling animals of any species (excluding dogs and cats); or engaged in the training of dogs.
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Ordinance No. 1797 Page 4
"Dealer" means any person who, for compensation or profit, buys for resale any animals, whether alive or dead, for research, experimentation, testing or exhibition (except as an exhibitor as herein described), or for use as pets. "Dog" means and includes domesticated members of the species Canis familiaris. This definition excludes other members of the family Canidae. “Domestic animal” means any animal which has historically and commonly been tamed for use or companionship by humans.
“Enclosure” or "enclosed space" shall mean fence or structure designed to prevent the animal from escaping. When used for a “potentially dangerous dog,” “dangerous dog,” or “vicious dog” as defined in this section, the enclosure must further prevent the entry of young children in addition to any other measures to ensure the dog is not a threat to public health, safety and welfare.
"Euthanasia" means the humane death of an animal brought about by an authorized person and method approved by the Authority and the local veterinary doctors.
“Fowl” means a bird that is raised for its eggs or meat. "General Manager" means the individual serving as the director of the Authority, or designee. The General Manager has inherent discretion on all matters under this Title, unless otherwise stated.
"Grooming Parlor" means any place where animals are groomed, clipped, bathed, or otherwise conditioned as pets and/or for show in exchange for a fee, except when such service is offered and provided by a commercial kennel or licensed veterinary hospital.
"Guard dog” or “sentry dog" means any dog utilized, on a commercial basis, to guard any property within the cities served by the Authority, including guarding against fire or theft or both.
"Guide dog" means a dog certified by a licensed guide (Seeing Eye) dog agency and actually being used by a blind person.
"Horse stable" means any location where three or more horses are maintained for any purpose.
"Humane manner" means the care of an animal to include, but not be limited to, adequate heat, ventilation and sanitary shelter, wholesome food and water, consistent with the normal requirements and feeding habits of the animal's size, species and breed.
"Humane society" means any nonprofit organization existing for the purpose of prevention of cruelty to animals, incorporated under the laws of any U.S. state. "Impounded" means having been received into the custody of any animal shelter, or into the custody of the General Manager or authorized agent or deputy. "Infectious disease" means any infectious, contagious or communicable disease sufficiently dangerous to the public health or to the health of animals within the cities 795
Ordinance No. 1797 Page 5
served by the Authority to warrant putting into effect the provisions of this Title and any rules or regulations adopted pursuant thereto.
"Kennel" means any premises wherein any person engages in the business of boarding, breeding, letting for hire, or training for a fee, animals of any species; or buying and/or selling animals of any species (excluding dogs and cats). "Kitten" means any Felis catus under four months of age. "License" means a fee collected by the Authority program for: (a) commercial establishments keeping animals; (b) commercial establishments providing services related to animals; (c) commercial establishments selling domestic or nondomestic animals (excluding dogs and cats); and (d) individual household pets. "Licensing authority" means the General Manager of the Authority or any designated representative thereof charged with administering the issuance and/or revocation of permits and licenses under the provisions of this Chapter. "Livestock" means any domesticated animals including cattle, horses, ponies, stallions, colts, geldings, mares, sheep, rams, lambs, bulls, bullocks, steers, heifers, cows, calves, mules, jacks, jennets, burros, goats, kids, swine, confined and domesticated hares and rabbits, poultry, and equines which are kept in captivity or under the control or ownership of any person for any purpose. "Neutered" means rendered permanently incapable of reproduction. To be acceptable, the neutering must be performed by a licensed veterinarian. "Operator" means the legal owner or person in actual control of any activity involving animals.
"Owner" means the actual custodian of an animal, whether or not that person is the legal owner, the caretaker, or merely the possessor of an animal. Legal ownership is established by a person being registered as the owner on a license or other legal document.
"Performing animal exhibition" means any spectacle, display, act or event other than circuses, in which performing animals are used.
"Permit" means an authorization from the Authority or any city served by the Authority, stipulating conditions under which non-domesticated animals may be kept in commercial and private establishments.
"Person" means any individual or business, partnership, firm, joint stock company, corporation, association, society, trust, estate, government agency, other legal entity, and every officer, agent or employee thereof who own, harbor, or keep animals within the City.
"Pest breeding hazard" means the accumulation, existence or maintenance of any substance, matter, material or condition resulting in the breeding of flies, cockroaches, rats or other insects or rodents in an amount or manner such as to endanger public health or safety, or to create unreasonable interference with the comfortable enjoyment of life and use of property by others. "Pet" means any animal kept for pleasure rather than utility. 796
Ordinance No. 1797 Page 6
"Pet shop" means any person, partnership or corporation, whether operated separately or in connection with another business enterprise, that buys for resale and/or sells at retail, any species of animal (excluding dogs and cats) bred by others, whether as owner, agent, or on consignment, and that sells or offers to sell to the general public at retail.
“Potentially dangerous dog” has the same meaning as that term is used in California Food & Agriculture Code section 31602 as may be amended from time to time.
"Poultry" means all domesticated fowl and all game bird which are held in captivity.
"Primary enclosure" means the default or main enclosure used to immediately restrict an animal or animals to a limited amount of space, such as a room, pen, run, cage, compartment or hutch.
"Private animal owner" means a person having bred, adopted or purchased a dog, cat or other animal permitted by this Title, for his or her personal use and enjoyment, and who keeps or maintains said animal within the City for a period of more than seven days.
"Private animal refuge" means owners and harbourers of unwanted animals of any species, including cross-breeds, who provide food, shelter, confinement, licensing and spaying/neutering for a group of animals.
"Private breeder" means a dog or cat owner/fancier who breeds an occasional litter of purebred animals for his or her personal use and enjoyment, from animals personally owned or leased for the breeding, who neither sells the resultant offspring for resale to commercial outlets, nor for purposes of research, testing or laboratory experimentation.
"Private exhibitor" means any organization sponsoring and all persons participating in fairs, livestock shows, rodeos, purebred dog and cat shows, obedience trials, field trials, and any other fairs or exhibitions intended to advance agricultural arts and sciences.
"Private kennel/cattery" means the home and premises of a person who owns four (4) or more dogs and/or cats that are four months of age or older for the pleasure and enjoyment of the owner.
"Provoke" means to perform an intentional act or omission that a reasonable person would conclude is likely to cause a bite, injury, or attack by an ordinary dog or any other animal not known for aggressive behavior.
"Public nuisance" has the same definition as section 8.52.010 of this Code, and includes, but is not limited to, any animal or animals that:
(a) molests passersby or passing vehicles;
(b) attacks other animals; change to any violation is a public nuisance; (c) trespasses on school grounds; add to animals at large; 797
Ordinance No. 1797 Page 7
(d) is repeatedly at large;
(e) damages private or public property;
(f) barks, whines, howls or makes any noise in an excessive, continuous or untimely fashion;
(g) damages, soils, defiles or defecates on private property other than the owners, or on public walkways and recreation areas, unless such waste is immediately removed and properly disposed of by the owner; (h) causes unsanitary, dangerous or offensive conditions; (i) causes a disturbance by excessive barking or other noise making; (j) molests, attacks or interferes with persons or other domestic animals; or (h) unrestrained and at large.
“Public Nuisance Animal Owner” is the owner or custodian of an animal that has caused a public nuisance as defined above.
"Puppy" means any Canis familiaris under four months of age. "Quarantine" means the strict confinement of an animal upon the premises of the owner or elsewhere as approved by the General Manager.
"Registration" means the method of identifying animals through an identification number at an animal shelter. It shall not be the same as a license. "Restraint" means an animal that is contained within the real property limits of its owner or secured by a leash or lead or under the control of a responsible person. "Riding school" or "stable" means any place which has available for hire, boarding and/or riding instruction, any horse, pony, donkey, mule or burro. "Run" means the floor or surface and cage, exclusive of the sleeping box, used to continually contain or maintain dogs or cats.
"Severe injury" means any physical harm to a human being that results in a serious illness or injury, including a substantial impairment of the physical condition of a person that requires professional medical treatment, including, but not limited to, loss of consciousness; concussion; bone fracture; protracted loss or impairment of function of any bodily member or organ; muscle tears, disfiguring lacerations, or a wound requiring multiple sutures; or any injury requiring corrective or cosmetic surgery. “Spayed” means rendered permanently incapable of reproduction. To be acceptable, the spaying must be performed by a licensed veterinarian. “Specialty animal” means any non-canine or non-feline domesticated animal kept as a pet or intended to be kept as a pet.
“Stockyard” means any stockyard, corral or premises wherein public trading in livestock is carried on, or where yarding, feeding and watering facilities are provided and where Federal, State or local inspections are performed of livestock for infectious diseases.
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Ordinance No. 1797 Page 8
“Tattoo” means any permanent marking identifying the animal, including, but not limited to, microchips.
“Unaltered” means an animal which has not been spayed or neutered. “Veterinarian” means a veterinarian with a valid license to practice veterinary medicine, dentistry and surgery, issued by the Board of Examination Veterinarian Medicine of the State of California.
“Veterinary medical facility” means any establishment maintained and operated by a licensed veterinarian for surgery, diagnosis and treatment of diseases and injuries of animals.
“Vicious dog” has the same meaning as that term is used in California Food & Agriculture Code § 31603 as may be amended from time to time. “Vivisection” means the cutting of or operation on a living animal, usually for physiological or pathological investigations.
"Wild/exotic animals" means animals which are kept for exhibition purposes or as private pets including, but not limited to, monkeys, raccoons, skunks, fox, snakes, leopards, panthers, tigers, lions, birds or any other animal which can normally be found in the wild state.
"Zoo" means a collection of living animals for public display. "Zoological Park" means any facility, other than a pet shop or kennel, displaying or exhibiting one (1) or more species of non-domesticated animals operated by a person, partnership, corporation or government agency.

6.04.020 Responsibility for Administration.

A. The Authority is charged with administration of the provisions of this Title on behalf of the City, as a joint powers authority under the direction of a Board of Directors comprised of one member of the City of San Clemente City Council and one member of the City of Dana Point City Council.

B. The General Manager is charged with management of the Authority and carrying out administration of the provisions of this Title.

6.04.030 Rules and Regulations.

The General Manager, with approval of the Board of Directors, may promulgate any necessary rules, regulations and policies for the administration of the Authority and the provisions of this Title.

6.04.040. Enforcement.

The General Manager and duly authorized agents of the Authority, or any individual deemed a sworn peace officer pursuant to California Penal Code section 830.1, et seq., are empowered, to enforce the provisions of this Title and any statute relating to animal control, unless otherwise provided by law, including, but not limited to the following enforcement actions:
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Ordinance No. 1797 Page 9
A. Any person authorized to enforce this Title may arrest any person without a warrant upon probable cause to believe that the person to be arrested has committed in their presence a misdemeanor violation of any statute or ordinance relating to animal control.

B. Any person authorized to enforce this Title may issue administrative citations to any person violating the provisions of this Title.

C. Any person authorized to enforce this Title may impound any animal as provided in this Title.

6.04.050 Interference.

No person shall interfere with, oppose or resist any authorized person charged with the enforcement of this Title while such person is engaged in the performance of his or her duties. Anyone who violates this section is guilty of a misdemeanor.

6.04.070 Violations.

A. Infraction. Any person who violates any provision of this Chapter is guilty of an infraction, except as otherwise provided in this Title. Each infraction is punishable by administrative citation and associated fines as provided for in Section 1.16.010 of this Code.

B. Misdemeanor. Any person who violates any provision of Chapter 6.20 is guilty of a misdemeanor. Moreover, any person who violates any other provision of this Title and the violation occurs within one year of the occurrence of two other separate violations of this Title by that person is guilty of a misdemeanor. Each misdemeanor is punishable as provided for in Section

1.16.010 of this Code.

C. Separate Offense. Each day in which a violation of this Title exists shall constitute a separate offense.

6.04.080 Inspections.

The General Manager or authorized agent is empowered to inspect any building or other property for the purpose of enforcing the provisions of this Title or any statute relating to animal control, consistent with Section 6.20.040 of this Code, or as otherwise permitted by law.

6.04.090 Complaints.

Upon receiving a complaint from any person alleging a violation of this Chapter and upon receiving the name and address of the owner and/or custodian of the animal, if known, an investigation to determine whether a violation exists may be made. If the investigation discloses a violation of the provisions of this Title, prosecution may be initiated against the owner and/or custodian.

6.04.100 Administrative Hearings and Procedure, and Enforcement Authority.

A. The provisions of Chapters 1.20 and 1.22 of this code are fully incorporated into this Title, except where otherwise provided. All references to “City Manager” and “Director of Finance” in Chapters 1.20 and 1.22 are replaced 800
Ordinance No. 1797 Page 10
here with “General Manager.” All references in Chapters 1.20 and 1.22 to the “City” as an entity are replaced here with the “Authority.” B. The General Manager shall designate a hearing officer for any administrative citation hearing. The hearing officer shall not be a City employee with supervisory powers over anyone in the City Department that issued the citation. The employment, performance evaluation, compensation and benefits of the hearing officer, if any, shall not be directly or indirectly conditioned upon the amount of administrative citation fines upheld by the hearing officer.

C. No hearing to contest an administrative action or citation before a hearing officer shall be held unless and until a request for hearing form has been timely submitted and the fine amount has been deposited, unless waived in accordance with Section 1.22.030.

D. Formal rules of the California Evidence Code and discovery shall not apply, except that the hearing officer shall only consider evidence that is relevant to whether the violation(s) occurred and whether the responsible party has caused or maintained the violation(s) on the date(s) specified in the administrative citation.

E. The person contesting the administrative action or citation shall be given the opportunity to testify and present witnesses and evidence concerning the administrative citation.

F. Unless requested in advance by the person contesting the administrative action or citation, neither the enforcement officer nor any other representative of the City shall be required to attend hearing, provided that any such appearance may be made at the discretion of the enforcement officer or General Manager.

San Clemente City CouncilOctober 21, 2025

San Clemente City Council
October 21, 2025