|
SECOND FLOOR
<br />FIRST FLOOR
<br />YesNo
<br />HW-D-0013
<br />HW-D-0026
<br />HW-D-0029
<br />HW-D-0030/0031
<br />HW-S-0096
<br />WW-D-0072
<br />WW-D-0009
<br />BW-S-0020
<br />BW-S-0002
<br />PARTITION
<br />TYPES
<br />W-L-1001
<br />W-L-2005
<br />W-L-5001
<br />UL U419
<br />UL U438
<br />N/A
<br />1-HOUR1-HOUR
<br />1 HOUR
<br />1 HOUR
<br />1 HOUR
<br />1 HOUR
<br />> 30 FT
<br />> 30 FT
<br />> 30 FT
<br />> 30 FT
<br />> 30 FT
<br />0 HOURN/A
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />> 30 FT
<br />> 30 FT
<br />> 30 FT
<br />> 30 FT
<br />> 30 FT
<br />0 HOUR
<br />0 HOUR
<br />SECOND FLOOR
<br />FIRST FLOOR
<br />G003
<br />N/A
<br />N/AN/A
<br />616 SF FUTURE
<br />STORAGE (S-1)
<br />N/A 508.3.3
<br />27 2
<br />1973
<br />THE PROJECT CONSISTS OF A 1,714 SQUARE FEET FOOTPRINT ADDITION TO THE EXISTING BAKERY AND STORAGE FACILITY. THE
<br />ADDITION CONSISTS OF A NEW SHIPPING/RECEIVING DOCK. PHASE 2 TO FOLLOW.
<br />THIS PROJECT WILL INCLUDE A 48 SQ FT CANOPY OVER THE LOADING DOCK, A 1950 SQ FT TEMPORARY ENCLOSURE, EQUIPMENT
<br />PADS, ROOF MOUNTED MECHANICAL EQUIPMENT, SCREENING FOR THE LOADING DOCK AND ELECTRICAL EQUIPMENT, AND 26'-6" OF
<br />RETAINING WALL.
<br />SITE WORK (OUTSIDE OF W/S SCOPE) WILL INCLUDE PARKING LOT RECONFIGURATION INCLUDING 61 PARKING SPACES, 6 LIGHT
<br />STANDARDS, AND 108'-0" OF RETAINING WALL.
<br />THE TWO PHASES WILL BE SUBMITTED FOR PERMITS SEPARATELY. THE PHASING IS INDICATED ON THE LIFE SAFETY PLANS ALONG
<br />WITH THE CONSTRUCTION EGRESS PATHS. THIS SET OF DOCUMENTS WILL DETAIL THE PROPOSED PHASE 1 ADDITION AND
<br />CONSTRUCTION.
<br />EXISTING - B, F-1, S-1 ADDITION - S-1
<br />92705
<br />Pullman Aspire Bakery Addition - PHASE 1
<br />NUMBER AND ARRANGEMENTS OF EXITS
<br />(a/b)
<br />R-4
<br />Mezzanine
<br />OCCUPANT LOAD NOTE: THE CALCULATED OCCUPANT LOAD WILL EXCEED THE ACTUAL EMPLOYEE COUNT WITHIN THE FACILITY.
<br />THE ACTUAL TOTAL OCCUPANT LOAD OF THE BUILDING WILL BE LESS THAN SHOWN ON THE DRAWINGS
<br />SCOPE OF WORK AREA (SQ FT)
<br />Accessory Occupancy (508.2)
<br />510.9
<br />427426425424423422
<br />Factory 306
<br />NFPA 14-07
<br />NEW (SQ FT)
<br />COMMON PATH
<br />OF TRAVEL
<br />Area Separation (between Sprinklered/ Non-sprinklered
<br />Horizontal Assemblies (Shaftwall Assembly) (S717.6)
<br />% Glazed Wall Area
<br />Shaft Enclosures 713Smoke Partitions 710Fire Barriers 707 Smoke Barriers 709Fire Partitions 708Fire Walls 706
<br />WALL LEGENDS
<br />Partial
<br />YesNoLife Safety Systems Generator: S2702.2
<br />Original UseYear of Construction
<br />Building/ Tenant space interior completion (renovation)Change of Use/ Occupancy
<br />AdditionFirst Time Interior Completion (Up-Fit)
<br />RenovationNew Building
<br />INTERNATIONAL FIRE CODE, 2021 EDITION AS AMENDED IN 2022 CALIFORNIA FIRE CODE
<br />EXISTING BUILDING:
<br />NEW BUILDING:
<br />BUILDING CODE(S):
<br />Building Description:
<br />PROJECT SUMMARY
<br />STATECOUNTYCITY
<br />STATEPRIVATECITY/ COUNTY
<br />Secondary Occupancy:
<br />A-5
<br />YesNoHigh Rise:
<br />Energy Cost BudgetPerformance
<br />THERMAL ENVELOPE:
<br />Method of Compliance: SEE ENERGY ANALYSIS (If Applicable)
<br />ENERGY REQUIREMENTS:
<br />Prescriptive
<br />ENERGY SUMMARY
<br />(b)
<br />LEVELSTAIR LEVELSTAIR LEVELSTAIR
<br />ACTUAL WIDTH
<br />SHOWN ON PLANS
<br />REQUIRED WIDTH
<br />(TABLE 1005.1) (a/b) x c
<br />EXIT WIDTH (in)
<br />AREA PER
<br />OCCUPANT
<br />AREA
<br />SQ. FT.
<br />OCCUPANT LOAD AND EXIT WIDTH
<br />EGRESS WIDTH PER
<br />OCCUPANT (TABLE 1005.1)CALCULATED
<br />OCCUPANT
<br />LOAD
<br />(c)(a)
<br />USE GROUP OR
<br />SPACE DESCRIPTION
<br />Common Path of Travel (Section 1006.2.1)3Buildings with Single Exits (Section 1006.3.3), Spaces with one means of egress (Table 1006.2.1)2
<br />1,3
<br />2
<br />Corridor Dead Ends (Section 1020.4)1
<br />ACTUAL DISTANCE
<br />SHOWN ON PLANS
<br />REQUIRED DISTANCE
<br />BETWEEN EXIT DOORS
<br />ARRANGEMENT MEANS OF
<br />EGRESS (SECTION 1007)
<br />SHOWN ON
<br />PLANS
<br />REQUIRED
<br />(T1022.2)
<br />EXIT REQUIREMENTS
<br />ACTUAL TRAVEL
<br />DISTANCE
<br />SHOWN ON PLANS
<br />ALLOWABLE TRAVEL
<br />DISTANCE
<br />(TABLE 1017.2)
<br />TRAVEL DISTANCEMINIMUM
<br />NUMBER OF EXITSFLOOR, ROOM OR
<br />SPACE
<br />DESIGNATION
<br />YesNoPanic Hardware: S1010.1.10
<br />YesNoSmoke Detection Systems: S907
<br />YesNoFire Alarm: S907, NFPA 72
<br />YesNoExit Signs: S1013
<br />Emergency Lighting: S1008
<br />LIFE SAFETY SYSTEM REQUIREMENTS
<br />Incidental Use Separation (T509)
<br />Tenant Separation (S402.4.2.1)
<br />Smoke Barrier Separation (S710)
<br />Party/ Fire Wall Separation (T706.4)
<br />Occupancy Separation (T508.4)
<br />Corridor Separation (T1020.1)
<br />Shafts Enclosures - Other (S713.4)
<br />Shafts Enclosures - Exit (S713.4)
<br />Roof construction ***
<br />(Including supporting beams and joists)
<br />Floor Construction
<br />(Including supporting beams and joists)
<br />Interior
<br />South
<br />West
<br />East
<br />North
<br />Exterior Walls
<br />Non-bearing Walls and Partitions
<br />Interior
<br />South
<br />West
<br />East
<br />North
<br />Exterior
<br />PROVIDED
<br />(W/____ *
<br />REDUCTION)
<br />REQ'D
<br />Bearing walls
<br />Structural Frame
<br />(Including columns, girders and trusses)
<br />DESIGN NO.
<br />FOR
<br />RATED
<br />ASSEMBLY
<br />DETAIL NO.
<br />AND
<br />SHEET NO.
<br />RATING (T601)FIRE
<br />SEPARATION
<br />DISTANCE
<br />(FEET)
<br />BUILDING ELEMENT
<br />LIFE SAFETY PLAN(S)/ SHEET NUMBER(S), IF PROVIDED
<br />FIRE PROTECTION REQUIREMENTS
<br />Separated Use (508.4) - See below for area calculations.
<br />For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by the
<br />allowable floor area for each use shall not exceed 1. (508.4.2)
<br />Non-Separated Use (508.3)
<br />The required type of construction for the building shall be determined by applying the height and area limitations for each of the applicable
<br />occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building.
<br />Incidental Use Separation (508.2.5)
<br />This separation is not exempt as a Non-Separated Use (see exceptions)
<br />Exception:HrSeparation:YesNoMixed Occupancy:
<br />510.8510.7510.6510.5510.4510.3510.2Special Provisions:
<br />421420419418417416415
<br />414413412411410409408407406405404403402Special Uses:
<br />Accessory Occupancy:
<br />Repair GarageEnclosedOpenParking GarageUtility/ Miscellaneous 312
<br />High-piledS-2 LowS-1 ModerateStorage 311
<br />R-3R-2R-1Residential 310Mercantile 309
<br />54321I-3 Condition
<br />I-4 Day CareI-3I-2I-1Institutional 308
<br />H-5 HPMH-4 HealthH-3 CombustH-1 Detonate
<br />Business 304
<br />Assembly 303
<br />H-2 Deflagrate
<br />F-2 LowF-1 ModerateEducational 305
<br />A-4A-3A-2A-1
<br />Primary Occupancy:
<br />OCCUPANCY
<br />Hazardous 307
<br />TOTAL:
<br />Basement
<br />1st Floor - Phase 2
<br />2nd Floor
<br />SUB-TOTAL (SQ FT)EXISTING (SQ FT)
<br />FLOOR
<br />Gross Building Area:
<br />YesNo
<br />Flood Hazard Area:YesNoYesNo
<br />DryWetYesIIIIIINoClass
<br />NFPA13D-07NFPA13R-07NFPA13-07NoYesPartial
<br />TypesYesNo
<br />V-BIII-BII-BI-B
<br />V-AIVIII-AII-AI-A
<br />Mezzanine:
<br />Number of Stories:Building Height (feet):
<br />Standpipes:
<br />Sprinklers:
<br />E-Mail:Phone:
<br />Zip Code:
<br />Code Enforcement Jurisdiction:
<br />Owned By:
<br />Proposed Use:
<br />Address:
<br />Name of Project:
<br />BUILDING CODE SUMMARY
<br />Fire District:
<br />Mixed Construction:
<br />Construction Type:
<br />BUILDING DATA
<br />Owner/ Authorized Agent:
<br />2350 Pullman Street, Santa Ana, CA
<br />UNIFORM MECHANICAL CODE, 20121EDITION AS AMENDED IN 2022 CALIFORNIA MECHANICAL CODE
<br />Shell Building
<br />N/A
<br />N/A
<br />9,797 SF
<br />N/A
<br />2,33049,853 SF
<br />N/A
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR
<br />0 HOUR 0 HOUR
<br />0 HOUR 0 HOUR
<br />0 HOUR 0 HOUR
<br />0 HOUR 0 HOUR
<br />NC NC
<br />0 HOUR 0 HOUR
<br />0 HOUR 0 HOUR
<br />0 HOUR 0 HOUR
<br />DESIGN NO.
<br />FOR
<br />RATED
<br />PENETRATION
<br />DESIGN NO.
<br />FOR
<br />RATED
<br />JOINTS
<br />N/A N/A N/A
<br />N/A N/A N/A N/A N/A
<br />SEE LIFE SAFETY PLANS
<br />SEE LIFE SAFETY PLANS
<br />SEE COM-Check ENERGY ANALYSIS
<br />Santa Ana
<br />INTERNATIONAL BUILDING CODE, 2021 EDITION AS AMENDED IN 2022 CALIFORNIA BUILDING CODE
<br />NATIONAL ELECTRICAL CODE, 2020 EDITION AS AMENDED IN 2022 CALIFORNIA ELECTRICAL CODE
<br />FLOORS
<br />N/AN/A
<br />1st Floor - Phase 1 N/A
<br />FIRE PROTECTION
<br />THE EXISTING BUILDING AND NEW ADDITION PHASES WILL BE CLASSIFIED AS A TYPE IIB, NON-SEPARATED BUILDING,
<br />FULLY SPRINKLERED, WITH MIXED OCCUPANCIES OF F-1, S-1, AND B.
<br />Section 505 Mezzanines and Equipment Platforms
<br />505.1 General. Mezzanines shall comply with Section 505.2. Equipment platforms shall comply with Section 505.3.
<br />505.2 Mezzanines. A mezzanine or mezzanines in compliance with Section 505.2 shall be considered a portion of the story below. Such mezzanines shall not contribute to either the building area or number of stories as
<br />regulated by Section 503.1 . The area of the mezzanine shall be included in determining the fire area. The clear height above and below the mezzanine floor construction shall be not less than 7 feet (2134 mm).
<br />505.2.1 Area limitation. The aggregate area of a mezzanine or mezzanines within a room shall be not greater than one-third of the floor area of that room or space in which they are located. The enclosed portion of a room
<br />shall not be included in a determination of the floor area of the room in which the mezzanine is located. In determining the allowable mezzanine area, the area of the mezzanine shall not be included in the floor area of the
<br />room.
<br />Exceptions:
<br />1. The aggregate area of mezzanines in buildings and structures of Type I or II construction for special industrial occupancies in accordance with Section 503.1.1 shall be not greater than two-thirds of the floor area of the
<br />room.
<br />2. The aggregate area of mezzanines in buildings and structures of Type I or II construction shall be not greater than one-half of the floor area of the room in buildings and structures equipped throughout with an approved
<br />automatic sprinkler system in accordance with Section 903.3.1.1 and an approved emergency voice/alarm communication system in accordance with Section 907.5.2.2.
<br />505.2.1.1 Aggregate Area of Mezzanines and Equipment Platforms. Where a room contains both a mezzanine and an equipment platform, the aggregate area of the two raised floor levels shall be not greater than two-
<br />thirds of the floor area of that room or space in which they are located. The area of the mezzanine shall not exceed the area determined in accordance with Section 505.2.1.
<br />505.2.2 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Chapter 10 .
<br />505.2.3 Openness. A mezzanine shall be open and unobstructed to the room in which such mezzanine is located except for walls not more than 42 inches (1067 mm) in height, columns and posts.
<br />Exceptions:
<br />1. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the occupant load of the aggregate area of the enclosed space is not greater than 10.
<br />2. A mezzanine having two or more exits or access to exits is not required to be open to the room in which the mezzanine is located.
<br />3. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine
<br />area.
<br />4. In industrial facilities, mezzanines used for control equipment are permitted to be glazed on all sides.
<br />5. In occupancies other than Groups H and I, which are no more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, a mezzanine having
<br />two or more exits or access to exits shall not be required to be open to the room in which the mezzanine is located.
<br />505.3 Equipment Platforms. Equipment platforms in buildings shall not be considered as a portion of the floor below. Such equipment platforms shall not contribute to either the building area or the number of stories as
<br />regulated by Section 503.1. The area of the equipment platform shall not be included in determining the fire area in accordance with Section 903. Equipment platforms shall not be a part of any mezzanine and such
<br />platforms and the walkways, stairways, alternating tread devices and ladders providing access to an equipment platform shall not serve as a part of the means of egress from the building.
<br />505.3.1 Area Limitation. The aggregate area of all equipment platforms within a room shall be not greater than two-thirds of the area of the room in which they are located. Where an equipment platform is located in the
<br />same room as a mezzanine, the area of the mezzanine shall be determined by Section 505.2.1 and the combined aggregate area of the equipment platforms and mezzanines shall be not greater than two-thirds of the room
<br />in which they are located. The area of the mezzanine shall not exceed the area determined in accordance with Section 505.2.1.
<br />505.3.2 Automatic Sprinkler System. Where located in a building that is required to be protected by an automatic sprinkler system, equipment platforms shall be fully protected by sprinklers above and below the platform,
<br />where required by the standards referenced in Section 903.3.
<br />505.3.3 Guards. Equipment platforms shall have guards where required by Section 1015.2.
<br />Section 508 Mixed Use and Occupancy
<br />508.2 Accessory Occupancies. Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4.
<br />508.2.1 Occupancy Classification. Accessory occupancies shall be individually classified in accordance with Section 302.1 . The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space.
<br />508.2.2 Allowable Building Height. The allowable height and number of stories of the building containing accessory occupancies shall be in accordance with Section 504 for the main occupancy of the building.
<br />508.2.3 Allowable Building Area. The allowable area of the building shall be based on the applicable provisions of Section 506 for the main occupancy of the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area
<br />of the story in which they are located and shall not exceed the tabular values for nonsprinklered buildings in Table 506.2 for each such accessory occupancy.
<br />508.3 Nonseparated Occupancies. Buildings or portions of buildings that comply with the provisions of this section shall qualify as nonseparated occupancies.
<br />508.3.1 Occupancy Classification. Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In
<br />addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area.
<br />508.3.2 Allowable Building Area, Height and Number of Stories. The allowable building area, height and number of stories of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for
<br />the type of construction of the building in accordance with Section 503.1.
<br />508.4 Separated Occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies. See Table 508.4.
<br />Section 509 Incidental Uses
<br />-Per Table 509 Electrical installations and transformers - See Sections 110.26 through 110.34 and Sections 450.48 of NFPA 70 for protection and separation requirements
<br />Table 601 - Fire-Resistance Rating Requirements : For construction type IIB
<br />Floor Construction - 0 hr. Roof Construction - 0 hr. Exterior Load Bearing - 0 hr. Exterior Non-load Bearing - 0 hr.
<br />603.1 Allowable materials. Combustible materials shall be permitted in buildings of Type I or Type II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3:
<br />Section 803 Wall and Ceiling Finishes
<br />Table 803.13 Interior Wall and Finish Requirements by Occupant
<br />For Occupancy Group F :
<br />Interior exit stairways and ramps and existing passageways: Class ‘C’.
<br />Corridors and enclosures for exit access stairways and ramps – class ‘C’.
<br />Rooms and enclosed spaces – class ‘C’.
<br />Section 906 Portable Fire Extinguishers
<br />906.1 Where required. Portable fire extinguishers shall be installed in all of the following locations:
<br />1. In Group A, B, E, F, I, M, R-1, R-2, R-4, and S occupancies.
<br />3. In areas where flammable or combustible liquids are stored, used or dispensed.
<br />4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1 of the International Fire Code.
<br />5. Where required by the International Fire Code sections indicated in Table 906.1 .
<br />6. Special-hazard areas, including but not limited to laboratories, computer rooms and generator rooms, where required by the fire code official.
<br />Fire Extinguishers Locations : See G004 (refer to table on this sheet for additional requirements)
<br />Section 907 Fire Alarms and Detection Systems
<br />907.2.4 Group F
<br />Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will activate throughout the notification
<br />zones upon sprinkler water flow.
<br />907.2.10 Group S
<br />Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will activate throughout the notification
<br />zones upon sprinkler water flow.
<br />Section 1005 Means of Egress Sizing
<br />1005.3.1 Stairways. The capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.3 inch per occupant . Where stairways serve more than one
<br />story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story.
<br />Exception: 1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress stairways shall be calculated by multiplying the occupant load served by such stairways by a means of egress capacity factor of 0.2 inch per occupant in
<br />buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/ alarm communication system in accordance with Section 907.5.2.2
<br />1005.3.2 Other Egress Components. The capacity, in inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch per
<br />occupant.
<br />Exception: 1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of egress components other than stairways shall be calculated by multiplying the occupant load by such component by a means of egress capacity factor of 0.15 inch
<br />per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/ alarm communication system in accordance with Section 907.5.2.2.
<br /><<<<<Door/corridors: 0.2 ” per occupant required. Minimum corridor width = 44 ” Stairs:0.3” per occupant required. Minimum stair width = 44 ”>>>>>
<br />1005.6 Egress Convergence . Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall not be less than the largest minimum width or the sum of the
<br />required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger.
<br />1006.2.2.3 (Egress based on use) Refrigerated rooms or spaces. Rooms or spaces having a floor area larger than 1,000 square feet, containing a refrigerant evaporator and maintained at a temperature below 68°F, shall have access to not less than two
<br />exits or exit access doorways. Exit access travel distance shall be determined as specified in Section 1017.1 , but all portions of a refrigerated room or space shall be within 150 feet of an exit access doorway where such rooms are not protected by an
<br />approved automatic sprinkler system. Egress is allowed through adjoining refrigerated rooms or spaces.
<br />Exception: Where using refrigerants in quantities limited to the amounts based on the volume set forth in the International Mechanical Code .
<br />Section 1009 Accessible Means of Egress
<br />1009.1 Accessible means of egress required. Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress is required by Section
<br />1006.2 or 1006.3 from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. NOTE: refer to the life safety plan for accessible egress locations.
<br />1009.2 Continuity and Components. Each required accessible means of egress shall be continuous to a public way and shall consist of one or more of the following components:
<br />1. Accessible routes complying with Section 1104 .
<br />2. Interior exit stairways complying with Sections 1009.3 and 1023.
<br />3. Exit access stairways complying with Sections 1009.3 and 1019.3 or 1019.4 .
<br />4. Exterior exit stairways complying with Sections 1009.3 and 1027 and serving levels other than the level of exit discharge.
<br />5. Elevators complying with Section 1009.4 .
<br />6. Platform lifts complying with Section 1009.5 .
<br />7. Horizontal exits complying with Section 1026 .
<br />8. Ramps complying with Section 1012 .
<br />9. Areas of refuge complying with Section 1009.6 .
<br />10. Exterior areas for assisted rescue complying with Section 1009.7 serving exits at the level of exit discharge.
<br />1009.3 Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall comply with Sections 1009.3.1 through 1009.3.3.
<br />1009.3.1 Exit access stairways. Exit access stairways that connect levels in the same story are not permitted as part of an accessible means of egress.
<br />Exception: Exit access stairways providing means of egress from mezzanines are permitted as part of an accessible means of egress.
<br />1009.3.2 Stairway width . Stairways shall have a clear width of 48 inches minimum between handrails.
<br />Exceptions: 1. The clear width of 48 inches between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 .
<br />2. The clear width of 48 inches between handrails is not required for stairways accessed from a refuge areas in conjunction with a horizontal exit.
<br />1009.3.3 Area of refuge. Stairways shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from an area of refuge complying with Section 1009.6 .
<br />Exceptions: 1. Areas of refuge are not required at exit access stairways where two-way communication is provided at the elevator landing in accordance with Section 1009.8 .
<br />2. Areas of refuge are not required at stairways in building equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 .
<br />3. Areas of refuge are not required at stairways serving open parking garages.
<br />4. Areas of refuge are not required for smoke-protected or open-air assembly seating areas complying with Sections 1029.6.2 and 1029.6.3 .
<br />5. Areas of refuge are not required at stairways in Group R-2 occupancies.
<br />6. Areas of refuge are not required for stairways accessed from a refuge area in conjunction with a horizontal exit.
<br />Table 1017.2 Exit Access Travel Distance. With sprinkler system - B occupancy: 300 feet, S1 Occupancy: 250 feet, A Occupancy: 250 feet
<br />1017.2.2 Groups F-1 and S-1 increase. The maximum exit access travel distance shall be 400 feet (122 m) in Group F-1 or S-1 occupancies where all of the following are met:
<br />1. The portion of the building classified as Group F-1 or S-1 is limited to one story in height.
<br />2. The minimum height from the finished floor to the bottom of the ceiling or roof slab or deck is 24 feet.
<br />3. The building is equipped throughout with an automatic fire sprinkler system in accordance with Section 903.3.1.1 .
<br />1020.4 Dead Ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that dead-end corridors do not exceed 20 feet (6096 mm) in length.
<br />Exceptions: 2. In occupancies in Groups B, F, and S, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 , the length of dead-end corridors shall not exceed 50 feet.
<br />3. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor.
<br />Section 1023 Interior Exit Stairways and Ramps
<br />1023.1 General. Interior exit stairways and ramps serving as an exit component in a means of egress system shall comply with the requirements of this section. Interior exit stairways and ramps shall be enclosed and lead directly to the exterior of the building
<br />or shall be extended to the exterior of the building with an exit passageway conforming to the requirements of Section 1024 , except as permitted in S ection 1028.1 . An interior exit stairway or ramp shall not be used for any purpose other than as a means of
<br />egress and a circulation path.
<br />1023.2 Construction. Enclosures for interior exit stairways and ramps shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711 , or both. Interior exit stairway and ramp
<br />enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four stories. The number of stories connected by the interior exit stairways or ramps shall include
<br />any basements, but not any mezzanines. Interior exit stairways and ramps shall be a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours.
<br />Section 1028 Exit Discharge
<br />1027.1 General. Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide a direct path of egress travel to grade. The exit discharge shall not reenter a building. The combined use of Exceptions 1 and 2
<br />shall not exceed 50 percent of the number and minimum width or required capacity of the required exits.
<br />Exceptions: 1. Not more than 50 percent of the number and minimum width or required capacity of interior exit stairways and ramps is permitted to egress through areas on the level of discharge provided that all of the following conditions are met:
<br />1.1. Discharge of interior exit stairways and ramps shall be provided with a free and unobstructed path of travel to an exterior exit door and such exit is readily visible and identifiable from the point of termination of the enclosure.
<br />1.2. The entire area of the level of discharge is separated from areas below by construction conforming to the fire-resistance rating for the exit enclosure.
<br />1.3. The egress path from the interior exit stairway and ramp on the level of exit discharge is protected throughout by an approved automatic sprinkler system. Portions of the level of exit discharge with access to the egress path shall either be
<br />equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 , or separated from the egress path in accordance with the requirements for the enclosure of interior exit stairways or ramps.
<br />1.4. Where a required interior exit stairway or ramp and an exit access stairway or ramp serve the same floor level and terminate at the same level of exit discharge, the termination of the exit access stairway or ramp and the exit discharge door of
<br />the interior exit stairway or ramp shall be separated by a distance of not less than 30 feet or not less than one-fourth the length of the maximum overall diagonal dimension of the building, whichever is less. The distance shall be measured in
<br />a straight line between the exit discharge door from the interior exit stairway or tamp and the last tread of the exit access stairway or termination of slope of the exit access ramp.
<br />2. Not more than 50 percent of the number and minimum width or required capacity of the interior exit stairways and ramps is permitted to egress through a vestibule provided all of the following are met:
<br />2.1. The entire area of the vestibule is separated from areas below by construction conforming to the fire-resistance rating for the interior exit stairway or ramp enclosure.
<br />2.2. The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet.
<br />2.3. The area is separated from the remainder of the level of exit discharge by a fire partition constructed in accordance with Section 708 .
<br />Exception: The maximum transmitted temperature rise is not required.
<br />2.4. The area is used only for means of egress and exits directly to the outside.
<br />3. Horizontal exits complying with Section 1026 shall not be required to discharge directly to the exterior of the building.
<br />Chapter 11 Accessibility
<br />1103.2.14 (General Exceptions) Walk-in coolers and freezers. Walk-in cooler and freezer equipment accessed only from employee work areas is not required to comply with this chapter (Chapter 11 Accessibility).
<br />1104.4 Multistory buildings and facilities. At least one accessible route shall connect each accessibly story, mezzanine and occupied roofs in multilevel buildings and facilities.
<br />Exceptions: 1. An accessible route is not required to stories, mezzanines and occupied roofs that have an aggregate area of not more than 3,000 square feet and are located above and below accessible levels.
<br />2. Stories, mezzanines or occupied roofs that do not contain elements or other spaces as determined by Section 1107 or 1108 are not required to be served by an accessible route from an accessible level.
<br />4. Where a two-story building or facility has one story or mezzanine with an occupant load or five or fewer persons that does not constrain public use space, that story or mezzanine shall not be required to be connected by an accessible route to
<br />the story above or below.
<br />California Green Building Standards Code
<br />Chapter 5 Nonresidential Mandatory Measures
<br />5.106.4.1 Bicycle parking- Not required, see exception 5.106.4.1.2 (less than 10 additional spaces)
<br />5.106.4.1.2 - For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.
<br />5.106.5.3 Electric vehicle (EV) charging - [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building
<br />Code and the California Electrical Code. - Not required as this is an addition.
<br />California Energy Code
<br />Subchapter 2 All Occupancies - Mandatory Requirements for the Manufacturer, Construction and Installation of Systems, Equipment and Building Components
<br />Section 110.10 Mandatory Requirements for Solar Readiness (a) Cover occupancies. 4. Nonresidential buildings. Nonresidential buildings with three habitable stories or fewer, shall comply with requirements of Sections 110.10(b) through 110.10(d). - Not
<br />required, see exception subchapter 6, section 141.0, exception 4, less than 2,000 square feet addition.
<br />Subchapter 6 Nonresidential and Hotel/Motel Occupancies - Additions. Alterations and Repairs
<br />Section 141.0 Additions, Alterations and Repairs to Existing Nonresidential and Hotel/Motel Buildings, to Existing Outdoor Lighting, and to Internally and Externally Illuminated Signs
<br />Exception 4 to Section 1410(a): Additions that increase the area of the roof by 2,000 square feet or less are exempt form the requirements of Section 110.10
<br />GENERAL BUILDING CRITERIA
<br />UL U905
<br />N/A
<br />1,714 SF
<br />2,300 SF
<br />N/A
<br />INTERNATIONAL ENERGY CONVERSATION CODE, 2021 EDITION AS AMENDED IN 2022 CALIFORNIA ENERGY CODE
<br />PROVIDED
<br />TOTAL REQUIRED 51.2 (2)2.88 (3)2.88 (3)3.44 (4)3.44 (4)
<br />--6666 WC + 4 U-
<br />NOTE: U = URINAL
<br />SERVICE
<br />SINK
<br />1
<br />2022 CALIFORNIA BUILDING STANDARDS CODE
<br />428
<br />2
<br />II-B
<br />75 27Feet
<br />ALLOWABLE AREA
<br />WORST CASE
<br />MIXED-USE
<br />OCCUPANCY
<br />Stories
<br />Type
<br />Building Height in Stories
<br />Building Height in Feet
<br />Type of Construction
<br />CODE
<br />REFERENCE
<br />SHOWN ON
<br />PLANS
<br />ALLOWABLE HEIGHT IN FEET ABOVE
<br />GRADE FOR TYPE XXX (TABLE 504.3)
<br />ALLOWABLE HEIGHT
<br />1
<br />MAXIMUM
<br />BUILDING
<br />AREA
<br />(If)
<br />AREA FOR
<br />FRONTAGE
<br />INCREASE (506.3)
<br />(Sa)NUMBER OF
<br />STORIES, NOT TO
<br />EXCEED 4 W/
<br />SPRINKLERS, 3 W/
<br />OUT
<br />BUILDING AREA
<br />PER STORY
<br />(ACTUAL)
<br />DESCRIPTION
<br />AND USE
<br />40,056 SFF-1, S-1, B2 F-1 56,265 SF
<br />Allowable Area of Single - Occupancy, one story buildings, Section 506.2.1, are determined
<br />with equation 5-1: Aa = At + (NS x If)
<br />.21
<br />(Aa)
<br />2 Allowable Area of Mixed - Occupancy, one story buildings, Section 506.2.2, are determined in
<br />accordance w/ Section 508.1 based on equation 5-1 for each occupancy: Aa = At + (NS x If).
<br />For H-2 and H-3 occupancies, sprinkler increase applicable only to non H-2/H-3 occupancy
<br />areas, see Section 508.4.2.
<br />(At = NS, S132R,
<br />S13D or SM
<br />as applicable)
<br />TABLE 506.2
<br />AREA
<br />46,500 SF
<br />4 Allowable Area of Mixed - Occupancy, multistory buildings, see Section 506.2.4.
<br />5 Frontage increase - see Section 506.3.
<br />5
<br />3 Allowable Area of Single - Occupancy, multistory buildings, Section 506.2.3, are
<br />determined with equation 5-2: Aa = [At + (NS x If)] x Sa. No individual story shall
<br />exceed the allowable area (Aa) as determined by equation 5-2 using Sa = 1
<br />ALLOWABLE NUMBER OF STORIES ABOVE
<br />GRADE FOR TYPE XXX (TABLE 504.4)
<br />3
<br />UNIFORM PLUMBING CODE, 2021 EDITION AS AMENDED IN 2022 CALIFORNIA PLUMBING CODE
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />ASHRAE 90.1-2019 AS AMENDED IN 2022 CALIFORNIA ENERGY CODE
<br />602.2
<br />504.3
<br />504.4
<br />CITY OF SANTA ANA MUNICIPAL CODE REQUIREMENTS
<br />2350 Pullman LLC
<br />ASSEMBLY (BREAK ROOM)
<br />NEW REQUIRED
<br />EXIST. ASSEMBLY (A-2)10.060.140.140.380.3828.428.456.8
<br />EXIST. BUSINESS (B)10.700.880.881.21.235.2435.2470.47
<br />EXIST. FACTORY (F-2)10.311.241.241.241.24124.07124.07248.14
<br />EXIST. STORAGE (S-2)10.060.140.140.440.4443.9343.9387.85
<br />EXIST. MECHANICAL 10.010.140.140.06.065.955.9511.89
<br />1
<br />11.142.762.763.323.32EXIST. REQUIRED
<br />---
<br />616 SF FUTURE
<br />1,714 SF
<br />616 SF FUTURE
<br />1,714 SF
<br />N/A1st Floor - Existing 40,056 SF N/A 40,056 SF
<br />9,797 SF
<br />52,183 SF
<br />F-1 AND S-1
<br />EXISTING DF AND SERVICE SINKS TO MEET REQUIREMENT
<br />DRAWN BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />CHECKED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />SHEET ISSUE DATE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />SHEET NUMBER
<br />THE INFORMATION CONTAINED ON THIS AND ANY
<br />RELATED DOCUMENT SHALL NOT BE USED FOR
<br />ANY PURPOSE OTHER THAN THE CONVEYANCE
<br />OF INFORMATION FOR THE STATED CLIENT AND
<br />PROJECT WITHOUT THE EXPRESS WRITTEN
<br />CONSENT OF THE ENGINEER.
<br />ANY INFORMATION TRANSFERRED OR UTILIZED
<br />IN AUTOCAD .DWG FORMAT SHALL BE USED FOR
<br />REFERENCE ONLY
<br />WEBBER/SMITH Associates, Inc.
<br />20 Wright Avenue
<br />Lititz, Pennsylvania 17543
<br />Phone: 717.625.4140
<br />Email:info@webbersmith.com
<br />SHEET TITLE:
<br />FOR
<br />DRAWING STATUS
<br />FINAL
<br />PROJECT NUMBER
<br />www.webbersmith.com
<br />SEAL
<br />G-005-1
<br />RBF
<br />EJE
<br />04/02/2024
<br />CODE REVIEW
<br />2350 PULLMAN ASPIRE BAKERY
<br />2350 PULLMAN STREET
<br />SANTA ANA, CA 92705
<br />CA
<br />5387
<br />© 2024 WEBBER/SMITH Associates, Inc., All Rights Reserved
<br />2350
<br />PULLMAN,LLC
<br />PLUMBING FIXTURE SCHEDULE
<br />OCCUPANCY
<br />USE GROUP
<br />POPULATION WATERCLOSETS LAVATORIES
<br />DF
<br />NUMBER OF
<br />OCCUPANTS MEN WOMEN MEN WOMEN MEN WOMEN
<br />STORAGE (S-1)1.20 0.60 0.60 0.01 0.01 0.01 0.01 0.00
<br />1.20 0.60 0.60 0.01 0.01 0.01 0.01 0.00
<br />NO.DATE DESCRIPTION
<br />A 04/02/2024 ISSUED FOR PERMIT AND
<br />CONSTRUCTION
<br />B 07/23/2024 BULLETIN #1 - PHASE 1
<br />C 09/04/2024 BULLETIN #2 - PHASE 1
<br />B
<br />C
<br />00-
<br />REGISTERED PROFESSIONAL ENGINEER67268RICHARD MAURICE THIBEAULT
<br />STATE OF CALIFORNIACIVIL
<br />9/4/24
<br />2350 S Pullman St -
<br />Phase I3/4/2025
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