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WH
<br />FD
<br />FD
<br />UP UP
<br />UP
<br />UP
<br />UP
<br />FIRE & LIFE SAFETY LEGEND
<br />EXIT SIGN -
<br />CEILING / WALL MOUNTED
<br />DIRECTIONAL EXIT SIGN -
<br />CEILING / WALL MOUNTED
<br />1. PROVIDE FIRE EXTINGUISHERS AS SHOWN IN PLANS (MINIMUM) - FINAL LOCATIONS
<br />TO BE DETERMINED BY FIRE DEPARTMENT INSPECTOR.
<br />2. EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS TRAVEL THAT IS NOT
<br />IMMEDIATELY VISIBLE TO THE OCCUPANTS SHALL BE MARKED BY AN APPROVED
<br />EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.
<br />EXIT SIGNS SHALLL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (NOTE:
<br />ADDITIONAL EXITS SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION.)
<br />3. EXIT ACCESS SHALL NOT PASS THROUGH A ROOM WHICH CAN BE LOCKED TO
<br />PREVENT EGRESS
<br />4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3).
<br />5. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN
<br />ACCORDANCE WITH UL 924. (CBC SECTION 1013.5.)
<br />6. EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT
<br />LESS THAN 90 MINUTES.
<br />7. IN THE EVENT OF A POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL
<br />SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR AND
<br />EXTERIOR DOOR LANDING. THE EMERGENCY POWER SYSTEM SHALL PROVIDE
<br />POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF
<br />STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL
<br />ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT-CANDLE AT
<br />FLOOR LEVEL (CBC 1008.3.4).
<br />8. ALL TACTILE SIGNAGE SHALL BE MOUNTED AT LATCH SIDE OF DOOR.
<br />TACTILE EXIT SIGN, SEE
<br />NUMBER OF OCCUPANTS EXITING SPACE
<br />.... .EXIT
<br />EXISTING WALL-MOUNTED FIRE-EXTINGUISHER,
<br />RATED 2-A/10B/C
<br />10
<br />INDICATES PANIC HARDWARE AT DOORPANIC
<br />FE
<br />MAX OCCUPANCY SIGN, SEE OCC
<br />ASSISTIVE LISTENING SYSTEM SIGN, SEE ALS
<br />ASSISTIVE LISTENING SYSTEM NOTES
<br />1. PROVIDE ASSISTIVE LISTENING SYSTEM AT ASSEMBLY AREAS, CONFERENCE AND MEETING
<br />ROOMS IN ACCORDANCE WITH CBC SECTION 11B-219 AND 11B-706
<br />2. TOTAL NUMBER OF RECEIVERS SHALL BE EQUAL TO 4% TOTAL NUMBER OF SEATS, BUT NO
<br />LESS THAN 2
<br />3. 25% OF MINIMUM RECEIVERS PROVIDED, BUT NO LESS THAN TWO, SHALL BE HEARING-AID
<br />COMPATIBLE PER 11B-219.3
<br />4. AREAS WITH SYSTEM SHALL BE WITHIN 50' VIEWING DISTANCE OF STAGE OR PLAYING AREA
<br />AND HAVE COMPLETE VIEW OF STAGE OR PLAYING AREA, WHERE APPLICABLE.
<br />5. RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE 1/8"
<br />STANDARD MONO JACK
<br />6. RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL INTERFACE WITH TELECOILS
<br />IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS
<br />7. ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OR PROVIDING A SOUND PRESSURE
<br />LEVEL OF 110 dB MINIMUM AND 118 dB MAXIMUM WITH A DYNAMIC RANGE ON THE VOLUME
<br />CONTROL OF 50 dB.
<br />8. THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING
<br />SYSTEMS SHALL BE 18dB MINIMUM
<br />9. PEAK CLIPPING SHALL NOT EXCEED 18 dB OF CLIPPING RELATIVE TO PEAKS OF SPEECH
<br />FIRE & LIFE SAFETY NOTES
<br />THIS PROJECT CONSISTS OF AN EXISTING ONE-STORY CONCRETE AND WOOD FRAMED STRUCTURE.
<br />BUILDING IS SEPARATED FROM ADJACENT BUILDING BY EXISTING 3-HOUR FIRE WALL -SEE DIAGRAM
<br />BELOW.
<br />THE TENANT SPACE IS EQUIPPED WITH AN EXISTING NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEM
<br />THROUGHOUT.
<br />CONSTRUCTION TYPE:III-B, FULLY SPRINKLERED (NFPA 13)
<br />OCCUPANCY CLASSIFICATION: A3, B, S2 (NON-SEPARATED PER CBC 508.3)
<br />BUILDING AREA:
<br /> TENANT AREA OF WORK
<br />GROUND FLOOR = 19,850 SF
<br />SECOND FLOOR = 3,688 SF
<br />TOTAL 23,538 SF
<br />HEIGHT (PER CBC TABLE 504.3):ALLOWABLE ACTUAL
<br />60' *22'-0 (EXISTING)
<br />*USE A OCCUPANCY; MOST RESTRICTIVE
<br />STORIES (PER CBC TABLE 504.4): ALLOWABLE ACTUAL
<br />2*2 (EXISTING)
<br />*USE A-3 OCCUPANCY; MOST RESTRICTIVE
<br />ALLOWABLE AREA (PER CBC TABLE 506.2):ALLOWABLE ACTUAL
<br />24,000 SF PER FLOOR**19,850 SF (GROUND)
<br />3,688 SF (SECOND)
<br />48,000 SF **23,538 SF (TOTAL)
<br />**Aa = (At + (NS X If) X Sa
<br />=(18,000 + (6, 000 X 1 ) X 2
<br />= 48,000 (24,000 PER FLOOR)
<br />EXISTING BUILDING CODE ANALYSIS
<br />(E)
<br />OFFICE
<br />205 (E)
<br />OFFICE
<br />206
<br />(E)
<br />OFFICE
<br />204
<br />(E)
<br />OFFICE
<br />203
<br />(E)
<br />OFFICE
<br />202
<br />(E)
<br />HALLWAY
<br />201
<br />(E) STOR.
<br />207
<br />3
<br />2
<br />4
<br />3
<br />2
<br />9
<br />25
<br />.... .EXIT
<br />1
<br />VOID
<br />2915 2909
<br />23,538 SF
<br />2-STORY
<br />A-3 OCCUPANCY
<br />(AREA OF WORK)
<br />COMPASS CHURCH
<br />11,944 SF
<br />1-STORY
<br />B OCCUPANCY
<br />WATER TECHNIQUES
<br />2917
<br />11,944 SF
<br />1-STORY
<br />B OCCUPANCY
<br />PRIMEGEN BIOTECH
<br />EXISTING 3-HOUR FIRE WALL
<br />(E) STAIR
<br />ADJACENT TENANT (NOT IN SCOPE)(E) 3-HOUR FIRE WALL(E) 3-HOUR FIRE WALL
<br />NOTES:
<br />• SEE SITE PLAN FOR ASSUMED PROPERTY LINE INFORMATION
<br />• EXISTING EXTERIOR WALLS ARE 8" THICK CONCRETE TILT-UP, WHICH HAVE A FIRE-RESISTANCE RATING OF 4 HOURS PER CBC TABLE 721(2)
<br />• FIRE WALL EXTENDS 18" PAST EXTERIOR SURFACE OF EXTERIOR WALL PER CBC 706.5 (EAST SIDE)
<br />• FIRE WALL PERMITTED TO TERMINATE AT INTERIOR SURFACE OF EXTERIOR WALL (WEST SIDE), PROVIDED EXTERIOR WALL HAS A 1-HOUR MIN. FIRE-
<br />RESISTANCE RATING FOR A HORIZONTAL DISTANCE OF NOT LESS THAN 4 FEET, WITH NO OPENINGS -PER CBC 706.5 EXCEPTION 1
<br />• FIRE-RESISTANCE RATING OF ADJACENT EXTERIOR WALLS IS 1-HOUR MIN.; WITH NO OPENINGS, FOR A MINIMUM OF 4 FEET FROM THE INTERSECTION
<br />OF THE FIRE WALL TO EXTERIOR WALL (AS REQUIRED BY CBC 706.5.1 #1)
<br />(E)
<br />OFFICE
<br />109
<br />(E)
<br />NURSERY
<br />107
<br />(E) VOID
<br />108
<br />(E)
<br />MEETING
<br />ROOM
<br />106
<br />(E)
<br />MEETING
<br />ROOM
<br />105
<br />(E) I.T.
<br />ROOM
<br />110
<br />(E)
<br />MEETING
<br />ROOM
<br />111
<br />(E)
<br />MEETING
<br />ROOM
<br />112
<br />(E)
<br />LUNCH
<br />ROOM
<br />113
<br />(E)
<br />MEETING
<br />ROOM
<br />104
<br />(E) F.R.
<br />104A
<br />(E)
<br />MEETING
<br />ROOM
<br />103
<br />(E)
<br />HALLWAY
<br />102
<br />(E)
<br />LOBBY
<br />118
<br />(E)
<br />MEETING
<br />ROOM
<br />114
<br />(E) JAN
<br />115
<br />(E) MEN
<br />116
<br />(E)
<br />WOMEN
<br />117
<br />(E)
<br />AUDITORIUM
<br />119
<br />(E)
<br />STORAGE
<br />120
<br />(E)
<br />STORAGE
<br />121
<br />YOUTH
<br />ROOM
<br />123
<br />(E)
<br />ELECT.
<br />124
<br />(E)
<br />LOBBY
<br />101
<br />(E) STAIR
<br />41
<br />23
<br />16
<br />19
<br />18 19
<br />3
<br />2
<br />18
<br />18
<br />2
<br />20
<br />606
<br />5
<br />1
<br />5
<br />103
<br />104
<br />367
<br />87
<br />173 173
<br />297 149 297
<br />EXIT WIDTH RQ'D = 297 X 0.2 = 59.4"
<br />EXIT WIDTH PROVIDED = 72"
<br />EXIT WIDTH RQ'D = 149 X 0.2 = 29.8"
<br />EXIT WIDTH PROVIDED = 36"
<br />301
<br />153
<br />EXIT WIDTH RQ'D = 153 X 0.2 = 30.6"
<br />EXIT WIDTH PROVIDED = 36"
<br />EXIT WIDTH RQ'D = 301 X 0.2 =60.2"
<br />EXIT WIDTH PROVIDED = 72"
<br />25
<br />NOTE: DESIGN PROPOSES MULTIPLE EXITS WITH NO SINGLE WELL-DEFINED “MAIN EXIT”.
<br />THEREFORE, EXITS HAVE BEEN DISTRIBUTED AROUND THE PERIMETER OF THE BUILDING AS
<br />SHOWN, TO MEET REQUIREMENTS PER CBC 1029.2.
<br />FE
<br />FE
<br />FE
<br />FE
<br />FE
<br />PANIC
<br />PANIC
<br />PANIC PANIC PANIC
<br />PANIC PANIC
<br />PANIC
<br />EXISTING 3-HOUR FIRE WALL
<br />OVERALL BUILDING DIAGONAL = 216'-0"
<br />OVERALL BUILDING EXIT SEPARATION = 121'-10" > 1/3 (216'-0")
<br />AUDITORIUM DIAGONAL = 82'-8"
<br />AUDITORIUM EXIT SEPARATION = 51'-8" > 1/3 (82'-8")
<br />PANIC
<br />174
<br />NOTE: STORAGE ROOM DOES NOT
<br />CONTAIN ANY STORAGE ITEMS TALLER
<br />THAN 6 FEET, AND NO CHEMICALS WILL BE
<br />STORED OR USED WITHOUT PROPER
<br />PERMISSION FROM OCFA.
<br />207
<br />EXIT WIDTH RQ'D = 104 X 0.2 = 20.8"
<br />EXIT WIDTH PROVIDED = 36"
<br />OVERALL DIAGONAL = 57'-2"
<br />EXIT SEPARATION =
<br />43'-3" > 1/3 (57'-2")
<br />EXIT WIDTH RQ'D = 103 X 0.2 = 20.6"
<br />EXIT WIDTH PROVIDED = 36"
<br />PANIC
<br />PANIC
<br />.... .EXIT (E)
<br />(E)
<br />.... .EXIT
<br />OCC
<br />ALS
<br />(N)
<br />(N)
<br />(N)
<br />(N)
<br />(E)
<br />(E)
<br />11
<br />A5.1
<br />12
<br />A5.1
<br />13
<br />A5.1
<br />M. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2025
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECTM. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2025
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECT
<br />PROJECT ARCHITECT:
<br />PROJECT MANAGER:
<br />DRAWN BY:
<br />PROJECT NUMBER:
<br />All ideas, designs and plans indicated or represented
<br />by these drawings are owned by and are the property
<br />of Elements Architecture, Inc. and were created and
<br />developed for use in connection with the specified
<br />project. None of such ideas, designs, or plans shall
<br />be used for any purpose whatsoever without the
<br />written permission of Elements Architecture.
<br />Elements Architecture, Inc.
<br />PROJECT NAME:
<br />NO.DESCRIPTION DATE
<br />M. Steven Camp, AIA
<br />Scott Holland, AIA
<br />PROJECT ADDRESS:
<br />SHELLEY MACDONALD
<br />EA
<br />SHELLEY MACDONALD
<br />1/
<br />9
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />8
<br />:
<br />2
<br />2
<br />:
<br />1
<br />4
<br />
<br />A
<br />M
<br />21.105
<br />TENANT
<br />IMPROVEMENT
<br />(YOUTH ROOM)
<br />2909 DAIMLER STREET
<br />SANTA ANA, CA 92705
<br />A0.1
<br />CODE ANALYSIS &
<br />EGRESS PLAN
<br />COMPASS BIBLE CHURCH,
<br />TUSTIN SANTA ANA
<br />BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - GROUND FLOOR
<br />ROOM OCCUPANT LOAD (PER TABLE 1004.1.2)EXITING
<br />NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE
<br />OCCUPANT LOAD
<br />FACTOR
<br />NO. OF
<br />OCCUPANTS
<br />ONE EXIT - MAX
<br />OCCUPANT LOAD PER
<br />OCCUPANCY
<br />MIN. NO. OF
<br />EXITS
<br />MINIMUM EXITING DOOR WIDTH
<br />(IN INCHES)
<br />PROVIDED EXITING DOOR WIDTH (IN
<br />INCHES)
<br />101 (E) LOBBY 202 SF A3 Assembly (Concentrated) 5 40.4 49 1 8.1 324
<br />102 (E) HALLWAY 3,756 SF - (none)
<br />103 (E) MEETING ROOM 333 SF A3 Assembly (Unconcentrated) 15 22.2 49 1 4.4 36
<br />104 (E) MEETING ROOM 237 SF A3 Assembly (Unconcentrated) 15 15.8 49 1 3.2 36
<br />104A (E) F.R. 11 SF - (none)
<br />105 (E) MEETING ROOM 273 SF A3 Assembly (Unconcentrated) 15 18.2 49 1 3.6 36
<br />106 (E) MEETING ROOM 260 SF A3 Assembly (Unconcentrated) 15 17.3 49 1 3.5 72
<br />107 (E) NURSERY 279 SF A3 Assembly (Unconcentrated) 15 18.6 49 1 3.7 36
<br />108 (E) VOID 98 SF (none)
<br />109 (E) OFFICE 384 SF B Offices 150 2.6 49 1 0.5 36
<br />110 (E) I.T. ROOM 273 SF B Business Areas 150 1.8 49 1 0.4 36
<br />111 (E) MEETING ROOM 267 SF A3 Assembly (Unconcentrated) 15 17.8 49 1 3.6 36
<br />112 (E) MEETING ROOM 261 SF A3 Assembly (Unconcentrated) 15 17.4 49 1 3.5 36
<br />113 (E) LUNCH ROOM 193 SF B Business Areas 150 1.3 49 1 0.3 36
<br />114 (E) MEETING ROOM 294 SF A3 Assembly (Unconcentrated) 15 19.6 49 1 3.9 36
<br />115 (E) JAN 20 SF - (none)
<br />116 (E) MEN 329 SF - (none)
<br />117 (E) WOMEN 392 SF - (none)
<br />118 (E) LOBBY 1,832 SF A3 Assembly (Concentrated) 5 366.5 49 2 73.3 324
<br />119 (E) AUDITORIUM 4,238 SF A3 Assembly (Concentrated) 7 605.5 49 3 121.1 180
<br />120 (E) STORAGE 324 SF S2 Storage and Stock Rooms 500 0.6 29 1 0.1 36
<br />121 (E) STORAGE 2,411 SF S2 Storage and Stock Rooms 500 4.8 29 1 1.0 36
<br />123 YOUTH ROOM 1,445 SF A3 Assembly (Concentrated) 7 206.4 49 2 41.3 72
<br />124 (E) ELECT. 113 SF - (none)
<br />18,224 SF 1376.8
<br />PLUMBING FIXTURE ANALYSIS
<br />TOTAL "A-3" OCCUPANTS = 9,921 SF/30 = 331 OCCUPANTS
<br /> = 166 MEN, 166 WOMEN
<br />WATER CLOSETS URINALS LAVATORIES DF
<br />WO
<br />M
<br />E
<br />N
<br />ME
<br />N
<br />3
<br />6*
<br />3 2
<br />3
<br />WATER CLOSETS URINALS LAVATORIES DF
<br />WO
<br />M
<br />E
<br />N
<br />
<br />M
<br />E
<br />N
<br />5
<br />9
<br />4 4
<br />6
<br />TO
<br />T
<br />A
<br />L
<br />
<br />R
<br />E
<br />Q
<br />'
<br />D
<br />TO
<br />T
<br />A
<br />L
<br />
<br />P
<br />R
<br />O
<br />V
<br />I
<br />D
<br />E
<br />D
<br />WATER CLOSETS URINALS LAVATORIES DF
<br />WO
<br />M
<br />E
<br />N
<br />
<br />M
<br />E
<br />N
<br />1
<br />1
<br />1 1
<br />1
<br />WATER CLOSETS URINALS LAVATORIES DF
<br />WO
<br />M
<br />E
<br />N
<br />
<br />M
<br />E
<br />N
<br />2
<br />4
<br />2 1
<br />2
<br />TOTAL "B" OCCUPANTS =3,959 SF / 150 = 27 OCCUPANTS
<br /> = 14 MEN, 14 WOMEN
<br />* TOTAL # REQ'D FOR WOMEN SHALL NOT BE LESS THAN TOTAL
<br /># WATER CLOSETS + URINALS REQ'D FOR MEN
<br />1/8" = 1'-0"2SECOND FLOOR CODE ANALYSIS PLAN
<br />TRUE
<br />NORTH
<br />PROJECT
<br />NORTH
<br />BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - SECOND FLOOR
<br />ROOM OCCUPANT LOAD (PER TABLE 1004.1.2)EXITING
<br />NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE
<br />OCCUPANT LOAD
<br />FACTOR
<br />NO. OF
<br />OCCUPANTS
<br />ONE EXIT - MAX
<br />OCCUPANT LOAD PER
<br />OCCUPANCY
<br />MIN. NO. OF
<br />EXITS
<br />MINIMUM EXITING DOOR WIDTH
<br />(IN INCHES)
<br />PROVIDED EXITING DOOR WIDTH (IN
<br />INCHES)
<br />201 (E) HALLWAY 1,302 SF B Offices 150 8.7 49 1 1.7 36
<br />202 (E) OFFICE 351 SF B Offices 150 2.3 49 1 0.5 60
<br />203 (E) OFFICE 302 SF B Offices 150 2.0 49 1 0.4 36
<br />204 (E) OFFICE 492 SF B Offices 150 3.3 49 1 0.7 72
<br />205 (E) OFFICE 375 SF B Offices 150 2.5 49 1 0.5 36
<br />206 (E) OFFICE 196 SF B Offices 150 1.3 49 1 0.3 36
<br />207 (E) STOR. 91 SF S2 Storage and Stock Rooms 500 0.2 49 1 0.0 36
<br />3,109 SF 20.3
<br />Circulation Serving A (Net)
<br />Circulation Serving B (Gross)
<br />19,850 SF
<br />3,688 SF
<br />1
<br />1
<br />2
<br />2 + BF
<br />1/8" = 1'-0"1FIRST FLOOR CODE ANALYSIS PLAN
<br />2909 S Daimler St
<br />4/16/2025
|