17. Amendment01_LS.pdf
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- Solicitation number
- 6973GH-23-R-00185
About this file
This document provides a life safety code analysis for a federal contract opportunity to renovate the second floor of an existing building located at the Mike Monroney Aeronautical Center in Oklahoma City. The renovation work involves upgrading an existing fire alarm system, installing a new automatic fire suppression system, and ensuring compliance with accessibility requirements. The building is of non-combustible construction classified as Type IIB under the IBC. Occupancy classifications include Business, Moderate Hazard Storage, and Assembly uses. Egress and fire protection requirements are analyzed against applicable codes including the IBC, IFC, IEBC, NFPA 13, NFPA 70, and NFPA 72. The solicitation number for the opportunity is 6973GH-23-R-00185 and is being issued by the Department of Transportation Federal Aviation Administration Franchise Acquisition Services.
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APPLICABLE CODES AND STANDARDS
• IBC - INTERNATIONAL BUILDING CODE, 2015 (WITH OKC SUPPLEMENTS)
• IFC - INTERNATIONAL FIRE CODE, 2015 (WITH OKC SUPPLEMENTS)
• IMC – INTERNATIONAL MECHANICAL CODE, 2015
• IEBC – INTERNATIONAL EXISTING BUILDING CODE, 2015
• NFPA 13 – STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS – 2022 EDITION
• NFPA 70 – NATIONAL ELECTRICAL CODE – 2020 EDITION
• NFPA 72 – NATIONAL FIRE ALARM AND SIGNALING CODE – 2022 EDITION
CLASSIFICATION OF WORK
SCOPE OF WORK TO PROVIDE A 2ND FLOOR RENOVATION TO THE EXTENT DEFINED AS A LEVEL 2 ALTERATION (IEBC §504.1). ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE IBC (IEBC §801.3).
OCCUPANCY CLASSIFICATION
THE BUILDING IS A NON-SEPARATED MIXED USE OF:
• BUSINESS, GROUP B [IBC §304.1]
• MODERATE-HAZARD STORAGE, GROUP S-1 [IBC §311.2]
WITH ACCESSORY:
• ASSEMBLY, GROUP A-3 [IBC §303.4]
CONSTRUCTION TYPE
THE BUILDING IS TYPE IIB (NON-FIRE-RESISTANCE RATED, NON-COMBUSTIBLE CONSTRUCTION) [IBC §602.2].
FIRE-RESISTANCE RATING FOR BUILDING ELEMENTS OF TYPE IIB CONSTRUCTION [IBC TABLES 601 AND 602]:
STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0-HR
BEARING WALLS
EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE >30 FT 0-HR
INTERIOR WALLS 0-HR
NONBEARING WALLS
EXTERIOR WALLS WITH FIRE SEPARATION DISTANCE >30 FT 0-HR
INTERIOR WALLS 0-HR
FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0-HR
ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0-HR
BUILDING SEPARATION
THE BUILDING HAS A FIRE SEPARATION DISTANCE OF AT LEAST 30 FT ON ALL SIDES OF THE BUILDING.
FRONTAGE CALCULATION, IF:
PERIMETER: 869 FT; FRONTAGE WITH FSD OF 30 FT OR MORE: 869 FT
IF = [(F/P) -0.25](W/30) = [(869 FT/869 FT) -0.25](30 FT/30 FT) = 0.75 = 75%
MAXIMUM ALLOWABLE AREA AND HEIGHT
BASED ON NONSEPARATED MIXED USE OF S-1 AND B IBC §508.3
MAX STORIES: 3 ALLOWED / 2 ACTUAL IBC TABLE 504.4
MAX FEET: 75 FT ALLOWED / 27 FT ACTUAL IBC TABLE 504.3
OCCUPANCY BASE AREA (SQ. FT.) FRONTAGE INCREASE ( SQ. FT.) ALLOWABLE AREA PER FLOOR (SQ. FT.)
S-1 52,500 17,500 X 75% = 13,125 65,625 B 69,000 23,000 X 75% = 17,250 86,250
ALLOWABLE AREA PER FLOOR: 65,625 SQ. FT.
ACTUAL FIRST FLOOR AREA: 37,550 SQ. FT.
ACTUAL SECOND FLOOR AREA: 35,757 SQ. FT.
TOTAL BUILDING AREA IS 73,307 SQ. FT.
ACCESSORY OCCUPANCY A-3 IS LOCATED ON SECOND FLOOR, IT IS PERMITTED TO BE LESS THAN 10% OF THE OVERALL SECOND FLOOR AREA PER
IBC §508.2.3, WHICH IS 3,576 SQ. FT.
ACTUAL A-3 AREA: 977 SQ. FT.
INTERIOR FINISHES
INTERIOR WALL AND CEILING FINISH MATERIALS ARE CLASSIFIED FOR FLAME SPREAD AND SMOKE DEVELOPMENT IN ACCORDANCE WITH ASTM E84 OR ANSI/UL 723 [IBC §803.1.1]. MATERIALS ARE CLASSIFIED AS FOLLOWS IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPMENT
INDEX:
• CLASS A INTERIOR WALL AND CEILING FINISH IS CHARACTERIZED BY THE FOLLOWING: FLAME SPREAD INDEX, 0-25; SMOKE DEVELOPED INDEX, 0-450
• CLASS B INTERIOR WALL AND CEILING FINISH IS CHARACTERIZED BY THE FOLLOWING: FLAME SPREAD INDEX, 26-75; SMOKE DEVELOPED INDEX, 0-450
• CLASS C INTERIOR WALL AND CEILING FINISH IS CHARACTERIZED BY THE FOLLOWING: FLAME SPREAD INDEX, 76-200; SMOKE DEVELOPED INDEX, 0-450
THE REQUIRED INTERIOR WALL AND CEILING FINISH IS AS FOLLOWS [IBC TABLE 803.13]:
INTERIOR WALL AND CEILING FINISH IN EXITS CLASS A
INTERIOR WALL AND CEILING FINISH IN EXIT ACCESS CLASS B
INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A, B OR C
INTERIOR FLOOR FINISHES SHALL BE CLASSIFIED FOR CRITICAL RADIANT FLUX IN ACCORDANCE WITH NFPA 253 OR ASTM E648 [IBC §804.2].
MATERIALS ARE CLASSIFIED AS FOLLOWS:
• CLASS I INTERIOR FLOOR FINISH SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.45 W/CM2
• CLASS II INTERIOR FLOOR FINISH SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.22 W/CM2, BUT LESS THAN 0.45 W/CM2
GROUP B, S AND A OCCUPANCIES REQUIRE CLASS II INTERIOR FLOOR FINISHES [IBC §804.4.2].
FIRE SUPPRESSION
BUILDING IS TO BE PROVIDED WITH AN AUTOMATIC FIRE SUPPRESSION SYSTEM. REFER TO FX DRAWINGS.
FIRE ALARM
EXISTING FIRE ALARM SYSTEM TO BE UPGRADED. REFER TO FA DRAWINGS.
PORTABLE FIRE EXTINGUISHERS
FIRE EXTINGUISHERS ARE REQUIRED IN GROUP B, A, AND S OCCUPANCIEI [IBC §906.1].
LIGHT HAZARD CLASS A: OFFICE AREAS, CONFERENCE ROOMS, CORRIDORS NFPA 10 TABLE 6.2.1.1
MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET
MAXIMUM FLOOR AREA PER UNIT A: 3,000 SQ.FT.
MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.
ORDINARY HAZARD CLASS A: EQUIPMENT AREAS NFPA 10 TABLE 6.2.1.1
MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET
MAXIMUM FLOOR AREA PER UNIT A: 1,500 SQ.FT.
MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.
EXTINGUISHER FOR CLASS C HAZARDS SHALL BE LOCATED ON THE BASIS OF THE ANTICIPATED CLASS A HAZARDS (NFPA 10 §6.4.3).
DESIGN BASIS: 10 POUND MULTIPURPOSE DRY CHEMICAL: 4A:80B:C
MEANS OF EGRESS
GENERAL
THE MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF IEBC [IEBC §805.2].
THE PATH OF EGRESS TRAVEL ALONG A MEANS OF EGRESS SHALL NOT BE INTERRUPTED BY A BUILDING ELEMENT OTHER THAN A MEANS OF EGRESS COMPONENT AS SPECIFIED IN THE FBC. OBSTRUCTIONS SHALL NOT BE PLACED IN THE MINIMUM WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS COMPONENT EXCEPT PROJECTIONS PERMITTED BY THE FBC. THE MINIMUM WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS SYSTEM SHALL NOT
BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL. [IBC §1003.6]
OCCUPANT LOAD
THE OCCUPANCY LOADS ARE DETERMINED BASED ON THE AREA, FUNCTION OF THE SPACE, AND THE OCCUPANT LOAD FACTOR (SQ. FT. /PERSON). THE OCCUPANT LOAD FACTORS ARE PROVIDED IN IBC TABLE 1004.5. THE OCCUPANT LOAD FACTOR IS BASED ON THE ACTUAL USE OF THE SPACE, NOT ON ITS OCCUPANCY CLASSIFICATION. OCCUPANT LOAD CALCULATIONS ARE PROVIDED ON THE LIFE SAFETY PLANS.
TRAVEL DISTANCE, COMMON PATH AND DEAD END LIMITS
EXIT ACCESS TRAVEL DISTANCE SHALL BE MEASURED FROM THE MOST REMOTE POINT WITHIN A STORY ALONG THE NATURAL AND UNOBSTRUCTED PATH OF HORIZONTAL AND VERTICAL EGRESS TRAVEL TO THE ENTRANCE TO AN EXIT [IBC § 1017.3]. TRAVEL DISTANCES SHOWN ON GI SERIES SHEETS
FOR CONFIRMATION OF COMPLIANCE WITH ALTERATIONS TO RESTROOMS.
TRAVEL DISTANCE LIMIT: IBC TABLE 1017.2
B OCCUPANCY: 300 FEET
A-3 OCCUPANCY: 250 FEET
S-1 OCCUPANCY: 250 FEET
COMMON PATH LIMIT: IBC TABLE 1006.2.1
B OCCUPANCY: 100 FEET
A-3 OCCUPANCY: 100 FEET
S-1 OCCUPANCY: 100 FEET
DEAD-END LIMIT: IBC §1020.4
B OCCUPANCY: 50 FEET
A-3 OCCUPANCY: 20 FEET
S-1 OCCUPANCY: 50 FEET
NUMBER AND ARRANGEMENT OF EXITS/EXIT ACCESS
THE NUMBER OF EXIT OR EXIT ACCESS DOORWAYS REQUIRED IS AS FOLLOWS:
• A SINGLE MEANS OF EGRESS IS PERMITTED FROM A B OCCUPANCY IF THE AREA HAS A CALCULATED OCCUPANT LOAD OF 49 OR LESS AND A MAXIMUM
COMMON PATH OF EGRESS TRAVEL DISTANCE OF 100 FT. [IBC TABLE 1006.2.1].
• THREE EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED FROM EACH AREA WITH AN OCCUPANT LOAD OF 501 TO 1,000 [IBC §1006.2.1.1].
BUILDING SECOND FLOOR IS PROVIDED WITH FOUR STAIRS. STAIR 1 IS FULLY ENCLOSED IN ACCORDANCE WITH IBC §1019.3. STAIR 3 IS AN INTERIOR EXIT DISCHARGE STAIR AS PERMITTED IN ACCORDANCE WITH §1028.1(1). STAIR 2 AND 4 ARE EXIT ACCESS STAIRS AS PERMITTED BY IBC §1019.3(1).
THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES SHALL BE NO LESS THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED, IN FULLY SPRINKLERED BUILDINGS [IBC §1007.1.1(2)].
EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH THE FOLLOWING [IBC §1016.2]:
• EXIT ACCESS THROUGH AN ENCLOSED ELEVATOR LOBBY IS PERMITTED. ACCESS TO NOT LESS THAN ONE OF THE REQUIRED EXITS SHALL BE
PROVIDED WITHOUT TRAVEL THROUGH THE ENCLOSED ELEVATOR LOBBIES REQUIRED BY SECTION 3006. WHERE THE PATH OF EXIT ACCESS TRAVEL PASSES THROUGH AN ENCLOSED ELEVATOR LOBBY, THE LEVEL OF PROTECTION REQUIRED FOR THE ENCLOSED ELEVATOR LOBBY IS NOT REQUIRED TO BE EXTENDED TO THE EXIT UNLESS DIRECT ACCESS TO AN EXIT IS REQUIRED BY OTHER SECTIONS OF THIS CODE.
• EGRESS FROM A ROOM OR SPACE SHALL NOT PASS THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS, EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE NOT A GROUP H OCCUPANCY AND PROVIDE A DISCERNIBLE
PATH OF EGRESS TRAVEL TO AN EXIT.
• AN EXIT ACCESS SHALL NOT PASS THROUGH A ROOM THAT CAN BE LOCKED TO PREVENT EGRESS.
• EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SPACES USED FOR SIMILAR PURPOSES.
MEANS OF EGRESS REQUIREMENTS CONTINUED
MEANS OF EGRESS COMPONENTS AND CLEAR WIDTH
CORRIDORS SHALL HAVE A MINIMUM CLEAR WIDTH OF 44 INCHES UNLESS A GREATER CLEAR WIDTH IS REQUIRED BASED ON THE CALCULATED OCCUPANT LOAD. WHERE A CORRIDOR SERVES AN OCCUPANT LOAD LESS THAN 50, THE MINIMUM CLEAR WIDTH IS PERMITTED TO BE 36 INCHES.
[IBC §1020.2 AND TABLE 1020.2] THE MINIMUM WIDTH OR REQUIRED CAPACITY OF CORRIDORS SHALL BE UNOBSTRUCTED [IBC §1020.3].
MEANS OF EGRESS DOORS SHALL BE READILY DISTINGUISHABLE FROM THE ADJACENT CONSTRUCTION AND FINISHES SUCH THAT THE DOORS ARE EASILY RECOGNIZABLE AS DOORS. MIRRORS OR SIMILAR REFLECTING MATERIALS SHALL NOT BE USED ON MEANS OF EGRESS DOORS. MEANS OF EGRESS DOORS SHALL NOT BE CONCEALED BY CURTAINS, DRAPES, DECORATIONS, OR SIMILAR MATERIALS. [IBC §1010.1]
THE REQUIRED CAPACITY OF EACH DOOR OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD THEREOF AND SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. WHERE A DOOR OPENING INCLUDES TWO DOOR LEAVES WITHOUT A MULLION, ONE LEAF SHALL PROVIDE A CLEAR OPENING WIDTH OF 32 INCHES. THE MAXIMUM WIDTH OF A SWINGING DOOR LEAF SHALL BE 48 INCHES NOMINAL. THE HEIGHT OF
DOOR OPENINGS SHALL BE NOT LESS THAN 80 INCHES. [IBC §1010.1.1]
THERE SHALL NOT BE PROJECTIONS INTO THE REQUIRED CLEAR WIDTH OF A DOOR OPENING LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. DOOR CLOSERS AND DOORSTOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FLOOR. [IBC §1010.1.1.1]
EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED SWINGING TYPE AND SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS, AN EXIT ENCLOSURES OR A GROUP H OCCUPANCY/ HIGH-
HAZARD CONTENTS AREA [IBC §1010.1.2].
EXIT CAPACITY
THE EGRESS/EXIT CAPACITY FOR AN EXIT IS DETERMINED BY DIVIDING THE CLEAR WIDTH OF THE EXIT COMPONENT BY THE EGRESS CAPACITY
FACTOR.
EGRESS CAPACITY FACTORS: IBC §1005.3.1(1) & IBC §1005.3.2(1)
STAIRWAYS: 0.2 INCHES PER OCCUPANT SERVED
LEVEL COMPONENTS & RAMPS: 0.15 INCHES PER OCCUPANT SERVED
EXIT CAPACITY CALCULATIONS ARE SHOWN ON THE LIFE SAFETY PLANS. CAPACITY OF EACH EXIT IS LIMITED BY THE MOST RESTRICTIVE CAPACITY, THEREFORE THE CAPACITY IS LIMITED BY THE SMALLER NUMBER INDICATED.
MEANS OF EGRESS ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH IBC §1008.2 [IBC §1008.1].
FLOORS AND OTHER WALKING SURFACES WITHIN AN EXIT OR WITHIN PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE ARE PROVIDED WITH A MINIMUM ILLUMINATION OF 1 FOOT-CANDLE (FTC; 10.8 LUX) MEASURED AT THE FLOOR [IBC §1008.2.1].
EMERGENCY LIGHTING
EMERGENCY LIGHTING PROVIDED FOR MEANS OF EGRESS IN ACCORDANCE WITH THE IBC.
EMERGENCY ILLUMINATION IS PROVIDED FOR A MINIMUM OF 1.5 HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING [IBC §1008.3.4].
EMERGENCY LIGHTING FACILITIES ARE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NO LESS THAN AN AVERAGE OF 1 FTC (10.8 LUX) AND, AT ANY POINT, NO LESS THAN 0.1 FTC (1.1 LUX), MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL [IBC §1008.3.5].
MARKING OF MEANS OF EGRESS
MARKING OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH THE IBC. EXIT SIGNS INDICATING THE DIRECTION OF EGRESS WILL BE PROVIDED IN ACCORDANCE WITH IBC §1013. EXIT SIGNS WILL BE PLACED AT ALL EXIT AND EXIT ACCESS DOORS EXCEPT WHERE ONLY ONE EXIT OR EXIT ACCESS IS REQUIRED [IBC §1013.1(1)]. HORIZONTAL COMPONENTS OF THE EGRESS PATH ARE MARKED BY APPROVED EXIT OR DIRECTIONAL EXIT SIGNS WHERE THE CONTINUATION OF THE EGRESS PATH IS NOT OBVIOUS [IBC §1013.1]. EXIT SIGNS ARE PLACED SO THAT NO POINT IN AN EXIT ACCESS CORRIDOR EXCEEDS THE RATED VIEWING DISTANCE OR 100 FT, WHICHEVER IS LESS, FROM THE NEAREST SIGN [IBC §1013.1].
THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOTCANDLES (54 LUX) AND
SHALL HAVE A CONTRAST RATIO OF NOT LESS THAN 0.5 [IBC §1013.6.2].
EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE
BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR [IBC §1013.6.3].
ACCESSIBILITY
THE BUILDING IS REQUIRED TO BE ACCESSIBLE PER IBC §1103.1 EXCEPT FOR EQUIPMENT SPACES AND LIMITED ACCESS SPACES [IBC §1103.2.7 & 1103.2.9].
AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES TO
THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. [IBC §1104.1].
COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE ROUTES [IBC §1104.3.1]
Drawing No. AMP - 400 - 1550005 lead or pm designed
WORK ORDER NO. 6973gh−22−f−01570
FEDERAL AVIATION ADMINISTRATION (FAA)
MIKE MONRONEY AERONAUTICAL CENTER − OKLAHOMA CITY, OKLAHOMA
drawn approved by
SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation. Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.
ISSUED BY
OFFICE OF
facility management amp − 400 drawn d r a w in g N a m e d r a w in g N a m e
FINAL SUBMITTAL - NOT FOR CONSTRUCTION
Air Navigation Facility #2 (AN2), Building #12
AN2 2nd Floor Academy Buildout
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LIFE SAFETY CODE ANALYSIS
KDCTCV
4/20/2023
GI001
LIFE SAFETY CODE ANALYSIS
No. Date Description Issued by Issued to
0 04/20/23 FINAL SUBMITTAL TV MT
1 08/03/23 AMENDMENT 001 TV MT
AMENDMENT 001
| Sheets |
| GI001 - LIFE SAFETY CODE ANALYSIS |
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