W912QR24R0008_Plans_Vol2-0000.pdf
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- Solicitation number
- W912QR24R0008
About this file
This federal solicitation requests construction services for a new Ground Transport Equipment Building at Detroit Arsenal in Warren, Michigan. The solicitation seeks a contractor to design and build a facility with an estimated construction cost between $25-100 million. The North American Industry Classification System code for this project is 236220, with a small business size standard of $45 million. This is a single-phase, design-bid-build project conducted using full and open competition procedures. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Louisville.
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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VOLUME 2 OF 2
P2#: 500060
BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_ARCH_CR20.rvt12/29/2023 11:32:46 AM
LOUISVILLE DISTRICT
DETROIT ARSENAL, MICHIGAN
GROUND TRANSPORTATION EQUIPMENT
BUILDING
COMBAT VEHICLE RELIABILITY LAB (CVRL)
BUILDING NO. 277
SEPTEMBER 29, 2023
CERTIFIED FINAL SUBMITTAL G-001
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CIVIL STRUCTURAL ARCHITECTURAL / INTERIORS
FIRE PROTECTION PLUMBING / MECHANICAL ELECTRICAL
TELECOMMUNICATIONS /
LOW VOLTAGE
A / E PROFESSIONAL STAMPS
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
11 January 2024
W912QR24R0008
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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_ARCH_CR20.rvt12/29/2023 11:32:49 AM
G-002
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SHT No SHEET NAME REV DATE
09 - INTERIORS
I-111 FIRST FLOOR FINISH PLAN - SECTOR 1
I-112 FIRST FLOOR FINISH PLAN - SECTOR 2
I-113 FIRST FLOOR FINISH PLAN - SECTOR 3
IF-111 FIRST FLOOR FURNITURE PLAN - SECTOR 1
IF-112 FIRST FLOOR FURNITURE PLAN - SECTOR 2
IF-113 FIRST FLOOR FURNITURE PLAN - SECTOR 3
IG-111 FIRST FLOOR SIGNAGE PLAN - SECTOR 1
IG-112 FIRST FLOOR SIGNAGE PLAN - SECTOR 2
IG-113 FIRST FLOOR SIGNAGE PLAN - SECTOR 3
IG-340 SIGNAGE SCHEDULE AND DETAILS
IA-111 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 1
IA-112 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 2
IA-113 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 3
I-401 ENLARGED PLANS AND ELEVATIONS
I-402 INTERIOR ELEVATIONS
I-403 INTERIOR ELEVATIONS
I-601 FINISH SCHEDULE AND LEGEND
11 - FIRE PROTECTION
FA001 FIRE ALARM LEGEND AND NOTES
FA111 FIRE ALARM PLAN - SECTOR 1
FA112 FIRE ALARM PLAN - SECTOR 2
FA113 FIRE ALARM PLAN - SECTOR 3
FA600 FIRE ALARM AND MNS INPUT/OUTPUT MATRIX
FA601 FIRE ALARM AND MNS RISER DIAGRAM
FA602 FIRE ALARM & MASS NOTIFICATION - AUDIBLE AND VISUAL MESSAGES
FX001 FIRE SUPPRESSION SYSTEMS LEGEND AND NOTES
FX110 FIRE SUPPRESSION PLAN
FX400 ENLARGED FIRE PUMP ROOM PLAN
FX600 FIRE PUMP DIAGRAM, SCHEDULE, AND DETAIL
Grand total: 166
SHT No SHEET NAME REV DATE
08 - ARCHITECTURAL
A-002 PROJECT NOTES
A-003 LEGENDS
A-004 LEGENDS
A-005 LEGENDS
A-006 LEGENDS
A-011 ACCESSIBILITY
A-012 ACCESSIBILITY
A-013 ACCESSIBILITY PLAN
A-021 AIR BARRIER PLAN
A-022 AIR BARRIER SECTIONS
A-023 AIR BARRIER SECTIONS
A-024 AIR BARRIER SECTIONS
A-031 UL ASSEMBLIES PLAN
A-032.1 UL ASSEMBLIES - DESIGN NO. U419
A-032.2 UL ASSEMBLIES - DESIGN NO. U419
A-032.3 UL ASSEMBLIES - DESIGN NO. U419
A-033.1 UL ASSEMBLIES - DESIGN NO. U905
A-034.1 UL ASSEMBLIES - DESIGN NO. D902
A-034.2 UL ASSEMBLIES - DESIGN NO D902
A-034.3 UL ASSEMBLIES - DESIGN NO D902
A-036.1 UL ASSEMBLIES - DESIGN NO. X829
A-037.1 UL ASSEMBLIES - DESIGN NO. X827
A-071 AREA TABULATIONS PLAN
A-091 EQUIPMENT PLAN
A-110 FIRST FLOOR PLAN - COMPOSITE
A-111 FIRST FLOOR PLAN - SECTOR 1
A-112 FIRST FLOOR PLAN - SECTOR 2
A-113 FIRST FLOOR PLAN - SECTOR 3
A-120 ROOF PLAN - COMPOSITE
A-121 ROOF PLAN - SECTOR 1
A-122 ROOF PLAN - SECTOR 2
A-123 ROOF PLAN - SECTOR 3
A-201 BUILDING ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS
A-401 ENLARGED PLANS AND ELEVATIONS
A-402 ENLARGED PLANS AND ELEVATIONS
A-403 ENLARGED PLANS AND ELEVATIONS
A-404 ENLARGED PLANS AND ELEVATIONS
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
A-504 DETAILS
A-505 DETAILS
A-506 DETAILS
A-507 DETAILS
A-508 DETAILS
A-509 DETAILS
A-510 DETAILS
A-511 DETAILS
A-512 DETAILS
A-513 DETAILS
A-514 DETAILS
A-515 DETAILS
A-516 DETAILS
A-519 DETAILS
A-520 DETAILS
A-521 DETAILS
A-522 DETAILS
A-523 DETAILS
A-524 DETAILS
A-601 PARTITION SCHEDULE
A-602 PARTITION SCHEDULE
A-603 PARTITION SCHEDULE
A-604 PARTITION SCHEDULE DETAILS
A-611 DOOR SCHEDULE
A-612 WINDOW AND LOUVER SCHEDULE
A-710 FIRST FLOOR REFLECTED CEILING PLAN
A-711 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1
A-712 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2
A-713 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3
A-901 ISOMETRIC VIEWS
SHT No SHEET NAME REV DATE
00 - GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 SHEET INDEX
GI001 CODE ANALYSIS
GI002 CODE ANALYSIS
GI003 FPLS CODE REVIEW FORM
GI101 CODE COMPLIANCE SITE PLAN
GI110 LIFE SAFETY PLAN
GI200 ELECTRICAL HAZARDOUS CLASSIFICATION PLAN
GI300 DAMPER SCHEDULE
GI400 HAZARDOUS MATERIAL PLAN
07 - STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-002 GENERAL STRUCTURAL NOTES
S-003 GENERAL STRUCTURAL NOTES
S-004 GENERAL STRUCTURAL NOTES
S-005 GENERAL STRUCTURAL NOTES
S-006 STRUCTURAL ABBREVIATIONS AND SYMBOLS
S-010 TYPICAL DETAILS - CONCRETE SLAB-ON-GRADE
S-011 TYPICAL DETAILS - CONCRETE DETAILS AND SCHEDULES
S-012 TYPICAL PRECAST CONCRETE WALL PANEL ELEVATIONS
S-013 TYPICAL DETAILS - CONCRETE MASONRY
S-014 TYPICAL DETAILS - STEEL
S-015 TYPICAL DETAILS - STEEL
S-020 COMPONENTS AND CLADDING WIND PRESSURE DIAGRAMS
S-021 SNOW LOAD AND DRIFT DIAGRAM
S-100 FOUNDATION PLAN - COMPOSITE
S-101 FOUNDATION PLAN - SECTOR 1
S-102 FOUNDATION PLAN - SECTOR 2
S-103 FOUNDATION PLAN - SECTOR 3
S-110 INTERMEDIATE FRAMING PLAN - COMPOSITE
S-111 INTERMEDIATE FRAMING PLAN - SECTOR 1
S-112 INTERMEDIATE FRAMING PLAN - SECTOR 2
S-113 INTERMEDIATE FRAMING PLAN - SECTOR 3
S-120 ROOF FRAMING PLAN - COMPOSITE
S-121 ROOF FRAMING PLAN - SECTOR 1
S-122 ROOF FRAMING PLAN - SECTOR 2
S-123 ROOF FRAMING PLAN - SECTOR 3
S-200 VERTICAL BRACED FRAME ELEVATIONS
S-201 VERTICAL BRACED FRAME ELEVATIONS
S-202 VERTICAL BRACED FRAME ELEVATIONS
S-203 VERTICAL BRACED FRAME ELEVATIONS
S-204 EXTERIOR WALL FRAMING AND CMU WALL ELEVATIONS
S-205 EXTERIOR WALL FRAMING ELEVATIONS
S-206 EXTERIOR WALL FRAMING ELEVATIONS
S-207 INTERIOR PARTITION WALL FRAMING AND CMU WALL ELEVATIONS
S-400 TEST PIT FOUNDATION PLAN AND SECTIONS
S-500 FOUNDATION SECTIONS AND DETAILS
S-501 FOUNDATION SECTIONS AND DETAILS
S-502 FOUNDATION SECTIONS AND DETAILS
S-503 FOUNDATION SECTIONS AND DETAILS
S-504 FOUNDATION SECTIONS AND DETAILS
S-510 CRANE FRAMING SECTIONS AND DETAILS
S-520 FRAMING SECTIONS AND DETAILS
S-521 FRAMING SECTIONS AND DETAILS
S-522 FRAMING SECTIONS AND DETAILS
S-523 FRAMING SECTIONS AND DETAILS
S-525 STEEL BRACED FRAME CONNECTION DETAILS
S-600 FOUNDATION SCHEDULES AND DETAILS
S-601 FOUNDATION PEDESTAL PLAN DETAILS
S-610 COLUMN BASE PLATE SCHEDULES AND DETAILS
S-900 STRUCTURAL ISOMETRIC VIEWS
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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_ARCH_CR20.rvt12/29/2023 11:32:52 AM
G-003
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15 - ELECTRICAL
E-001 LEGEND AND ABBREVIATIONS
ES101 ELECTRICAL SITE PLAN
EG110 GROUNDING PLAN
EG120 LIGHTNING PROTECTION PLAN
EG501 GROUNDING DETAILS
EG502 LIGHTNING PROTECTION DETAILS
EG503 LIGHTNING PROTECTION ROOF DETAILS
EP101 POWER PLAN SECTOR 1
EP102 POWER PLAN SECTOR 2
EP103 POWER PLAN SECTOR 3
EP104 POWER PLAN ROOF
EP401 ENLARGED POWER PLANS
EP501 POWER DETAILS
EP502 POWER DETAILS
EP600 MECHANICAL EQUIPMENT CONNECTION SCHEDULE
EL001 LIGHTING LEGEND AND SCHEDULES
EL101 LIGHTING PLAN SECTOR 1
EL102 LIGHTING PLAN SECTOR 2
EL103 LIGHTING PLAN SECTOR 3
EL501 LIGHTING DETAILS
EL502 LIGHTING DETAILS
EL503 LIGHTING DETAILS
EL601 LIGHTING CONTROL DIAGRAM
E-600 COMPOSITE ELECTRICAL ONE-LINE
E-601 MSWBDC ELECTRICAL ONE-LINE
E-602 MSWBDA AND MSWBDB ELECTRICAL ONE-LINE
E-603 SCHEDULES
E-610 PANEL SCHEDULES
E-611 PANEL SCHEDULES
E-612 PANEL SCHEDULES
E-613 PANEL SCHEDULES
E-614 PANEL SCHEDULES
16 - TELECOMMUNICATIONS
T-000 NOTES, SYMBOLS & ABBREVIATIONS
T-100 TELECOM SITE PLAN
T-101 TELECOM ENLARGED SITE PLAN
T-200 TELECOM OVERALL
T-201 TELECOM PATHWAYS PLAN
T-201.11 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 1
T-201.12 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 2
T-201.13 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 3
T-201.31 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 1
T-201.32 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 2
T-201.33 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 3
T-400 ENLARGED TELECOM ROOM PLANS - COMM 101
T-401 ENLARGED SERVER ROOM PLANS - COMM 106
T-402 RACK ELEVATIONS
T-500 TELECOM DETAILS
T-501 TELECOM DETAILS
T-700 TELECOM SCHEDULES
17- SYSTEMS
TI000 SYSTEMS GENERAL NOTES, SYMBOLS & ABBREVIATIONS
TI200 SYSTEMS OVERALL
TI201.1 FIRST FLOOR SYSTEMS PLAN - AREA 1
TI400 ENLARGED CONFERENCE ROOM PLANS
TI502 AV DETAILS
TI503 AV DETAILS
TI601.A AV SINGLE-LINE DIAGRAM - CONFERENCE ROOM 118
TI601.C AV SINGLE-LINE - 101
TI601.E AV SINGLE-LINE DIAGRAM - CONFERENCE ROOM 118
18 - SECURITY
TY000 SECURITY SYMBOLS & ABBREVIATIONS
TY200 SECURITY OVERALL
TY201.1 FIRST FLOOR SECURITY PLAN - AREA 1
TY201.2 FIRST FLOOR SECURITY PLAN - AREA 2
TY201.3 FIRST FLOOR SECURITY PLAN - AREA 3
TY500 DOOR DETAILS
TY501 DOOR DETAILS
TY502 DOOR DETAILS
TY503 DOOR DETAILS
TY605 SECURITY CAMERA MOUNTING DETAILS
Grand total: 127
SHT No SHEET NAME REV DATE
12 - PLUMBING
P-001 LEGEND AND ABBREVATIONS
P-110 PLUMBING PIPING PLAN - FIRST FLOOR - COMPOSITE
P-111 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 1
P-112 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 2
P-113 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 3
P-401 PLUMBING ENLARGED PLAN - BATHROOM GROUP
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 WASTE RISER DIAGRAM - SANITARY, VENT, AND INDUSTRIAL WASTE
P-902 WASTE RISER DIAGRAM - STORM AND CONDENSATE
P-903 DOMESTIC WATER RISER DIAGRAM
14 - MECHANICAL
M-001 LEGEND AND ABBREVIATIONS
MH110 HVAC PLAN - FIRST FLOOR - COMPOSITE
MH111 HVAC PLAN - FIRST FLOOR - SECTOR 1
MH112 HVAC PLAN - FIRST FLOOR - SECTOR 2
MH113 HVAC PLAN - FIRST FLOOR - SECTOR 3
MH120 HVAC PLAN - LOW ROOF AND HIGH BAY COMPOSITE
MH121 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 1
MH122 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 2
MH123 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 3
MH130 HVAC PLAN - HIGH ROOF COMPOSITE
MP110 MECHANICAL PIPING PLAN - LEVEL 1 COMPOSITE
MP111 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 1
MP112 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 2
MP113 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 3
MP120 MECHANICAL PIPING PLAN - ROOF COMPOSITE
M-201 MECHANICAL SECTIONS
M-401 MECHANICAL ENLARGED PLAN - MECHANICAL ROOM
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DIAGRAMS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS GENERAL NOTES
M-702 POINT SCHEDULE NOTES INSTRUCTIONS
M-703 DDC SYSTEM ARCHITECTURE
M-704 DDC CONTROLS - COOLING TOWER DIAGRAM AND SEQUENCE
M-705 DDC CONTROLS - COOLING TOWER CONTROL POINTS
M-706 DDC CONTROLS - CHILLED WATER DIAGRAM AND SEQUENCE
M-707 DDC CONTROLS - CHILLED WATER POINTS LIST
M-708 DDC CONTROLS - HEATING HOT WATER SYSTEM DIAGRAM
M-709 DDC CONTROLS - DX DOAS DIAGRAM AND SEQUENCE
M-710 DDC CONTROLS - DOAS POINTS LIST
M-711 DDC CONTROLS - SPLIT SYSTEM CRAC UNITS AND MINI SPLIT
M-712 DDC CONTROLS - MULTIZONE VAV RTU-01
M-713 DDC CONTROLS - VAV TERMINAL UNIT
M-714 DDC CONTROLS - SINGLE ZONE RTU-02, RTU-03, AND RTU-06
M-715 DDC CONTROLS - SINGLE ZONE RTU-04 AND RTU-05
M-716 DDC CONTROLS - SINGLE ZONE AHU POINTS LIST
M-717 DDC CONTROLS - HVLS, ESB, AND METER CONTROLS
M-718 DDC CONTROLS - UNIT HEATER AND VENTILATION
M-719 DDC CONTROLS - DOMESTIC HOT WATER
M-720 DDC CONTROLS - MONITORING SYSTEMS
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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_FIRE_CR20.rvt12/28/2023 9:30:29 AM
GI001
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APPLICABLE CODES AND STANDARDS
• UFC 1-200-01 DOD BUILDING CODE, CHANGE 1, 1 OCTOBER, 2020
• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS, CHANGE 2, 12 APRIL 2021
• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 6, 6 MAY, 2021
• UFC 4-010-01 DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS, CHANGE 1, 19 AUGUST 2020
• UFC 4-010-06 CYBERSECURITY OF FACILITY RELATED CONTROL SYSTEMS, CHANGE 1, JANUARY 2017
• UFC 4-021-01 DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, CHANGE 1, JANUARY 2010
• 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY UFC 1-200-01
• NFPA 1, FIRE CODE, 2021
• NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022
• NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2022
• NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2022
• NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2022
• NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2021
• NFPA 70, NATIONAL ELECTRICAL CODE, 2020
• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022
• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022
• NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2021
• NFPA 101, LIFE SAFETY CODE, 2021
• NFPA 221, STANDARD FOR HIGH CHALLENGE FIRE WALLS, FIRE WALLS, AND FIRE BARRIER WALLS, 2021
• NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2022
• NFPA 400, HAZARDOUS MATERIAL CODE, 2022
• NFPA 497, RECOMMENDED PRACTICE FOR THE CLASSIFICATION OF FLAMMABLE LIQUIDS, GASES, OR VAPORS AND OF
HAZARDOUS (CLASSIFIED) LOCATIONS FOR ELECTRICAL INSTALLATIONS IN CHEMICAL PROCESS AREAS, 2021
• ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS FOR DOD FACILITIES, 2015
• ENGINEERING AND CONSTRUCTION BULLETIN (ECB) NO. 2018-17, NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR
MASS NOTIFICATION SYSTEMS, REV. 1, MAY 14, 2020
• FM GLOBAL PROPERTY LOSS PREVENTION DATA SHEETS (FMDS):
• FMDS 7-98, HYDRAULIC FLUIDS, JANUARY 2021
UFC 3-600-01 SUPPLEMENTS THE REQUIREMENTS LISTED IN UFC 1-200-01. UFC 3-600-01 SUPERSEDES NFPA AND OTHER INDUSTRY STANDARDS WHERE THERE IS A CONFLICT, EXCEPT WHERE NOT SPECIFICALLY ADDRESSED BY UFC 3-600-01. (UFC 3-600-01 §1-4.2.1) WHERE THE IBC REFERENCES THE INTERNATIONAL FIRE CODE, (IFC), THE IFC MUST BE REPLACED WITH NFPA 1, EXCEPT WHERE SUPERSEDED BY UFC 3-600-01 (UFC 3-600-01 §1-4.2.3).
CLASSIFICATION OF WORK
THE BUILDING IS NEW CONSTRUCTION AND MUST COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION.
OCCUPANCY CLASSIFICATION
THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH BUILDING CODE REQUIREMENTS SUCH AS CONSTRUCTION TYPE, ALLOWABLE HEIGHT AND AREA, BUILDING SEPARATION DISTANCE, OCCUPANCY SEPARATION AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE IBC (UFC 3-600-01 §3-2.1.2). THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (VERTICAL OPENINGS) AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH NFPA 101 (UFC 3-600-01 §3-3.1.1).
THE BUILDING IS A NON-SEPARATED, MIXED-USE BUILDING CONSISTING OF BUSINESS GROUP “B” AND HIGH-HAZARD “H-2” (IBC §
508.3 AND NFPA 101 §6.1.12.2.1 §6.2.2.4).
HAZARDOUS MATERIALS REQUIREMENTS
THE HYDRAULIC PUMP SYSTEM IN THE BUILDING USES A HYDRAULIC FLUID THAT IS CLASSIFIED AS A CLASS IIIB COMBUSTIBLE LIQUID AND IS PRESSURIZED AT OR ABOVE 2,500 PSI, ANY COMBUSTIBLE LIQUIDS UNDER PRESSURE MUST BE TREATED AS A FLAMMABLE LIQUIDS UNDER PRESSURE MUST BE TREATED AS A FLAMMABLE LIQUID PER UFC 3-600-01 §4-23.1. THUS, THE
HYDRAULIC FLUID IS CONSIDERED A CLASS IC FLAMMABLE LIQUID FOR THIS DESIGN.
THE HIGH BAY AND PUMP ROOM WILL CONTAIN OVER 1,000 GALLONS OF HYDRAULIC FLUID WHICH EXCEEDS THE MAXIMUM ALLOWABLE QUANTITY (MAQ) PER CONTROL AREA OF 240 GALLONS (IBC TABLE 307.1(1), NFPA 400 TABLE 5.2.1.1.3).
THE HIGH BAY AND PUMP ROOM ARE CLASSIFIED AS HIGH-HAZARD GROUP 2 (H-2) PER IBC §307.4 AND PROTECTION LEVEL 3 PER
UFC 3-600-01 TABLE 3-1.
CONSTRUCTION TYPE
THE BUILDING IS A SINGLE-STORY STRUCTURE OF NON-COMBUSTIBLE, FIRE-RESISTANCE RATED CONSTRUCTION WITH A
CONSTRUCTION CLASSIFICATION OF TYPE IA (IBC §602.2).
THE FIRE-RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS OF TYPE IA CONSTRUCTION (IBC TABLES 601 AND 602):
STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 3 HOUR*
INTERIOR BEARING WALLS 3 HOUR
INTERIOR NONBEARING WALLS 0 HOUR
EXTERIOR WALLS
WITH FIRE SEPARATION DISTANCE OF AT LEAST 30 FT 0 HOUR
FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 2 HOUR
ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 1 1/2 HOUR
*FIRE-RESISTANCE RATINGS OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE 2 HOUR (REDUCED 1
HOUR FROM 3 HOUR) AS THEY ARE SUPPORTING A ROOF ONLY.
BUILDING SEPARATION
THE BUILDING HAS A FIRE SEPARATION DISTANCE (FSD) OF AT LEAST 30 FT ON ALL SIDES OF THE BUILDING (IBC TABLE 602.2).
FRONTAGE CALCULATION, IF:
PERIMETER: 824.6 FT; FRONTAGE WITH FSD OF 30 FT OR MORE: 824.6 FT
IF = [(F/P)-0.25](W/30) = [(824.6 FT / 824.6 FT)-0.25](30 FT/30 FT) = 0.75 = 75%
DIMENSIONS USED FOR FRONTAGE CALCULATIONS ARE SHOWN ON THE CODE COMPLIANCE SITE PLAN
ALLOWABLE HEIGHT AND AREA
BASED ON NONSEPARATED MIXED USE OF H-2 AND GROUP B IBC §508.3
STORIES: UNLIMITED ALLOWED / 1 ACTUAL IBC TABLE 504.4
FEET: UNLIMITED ALLOWED / 40 FT IBC TABLE 504.3
OCCUPANCY BASE ALLOWED (SQ.FT.) FRONTAGE (SQ.FT.) TOTAL ALLOWABLE AREA (SQ.FT.)
B UNLIMITED - UNLIMITED
F-1 UNLIMITED - UNLMITED
H-2 21,000 21,000 X 75% = 15,750 36,750
BASED ON TYPE IA, ONE STORY, FULLY SPRINKLERED BUILDING, THE MAXIMUM ALLOWABLE AREA PER FLOOR FOR THE NON- SEPARATED MIXED USE BUILDING OF B, F-1 AND H-2 IS 36,750 SQ.FT. THE ACTUAL BUILDING AREA IS 31,729 SQ.FT.
CODE ANALYSIS
FIRE/SMOKE RESISTANCE RATED SEPARATIONS
RATING REFERENCE
FIRE PUMP ROOM 1-HOUR NFPA 20 §4.14.1.1.2
CORRIDORS 0-HOUR NFPA 101 §38.3.6.1(3) NFPA 101 §
40.3.6, NFPA 101 §42.3.6
H-2 OCCUPANCY SEPARATION 2-HOUR IBC TABLE 508.4
BUILDING EQUIPMENT SMOKE PARTITION NFPA 101 §38.3.2.1, §8.7.1.2
TRASH / RECYCLE ROOMS 1-HOUR UFC 3-600-01 §4-46.2
PROTECTION LEVEL 3 2-HOUR* NFPA 400 TABLE 6.2.1.3
*2HR REQUIRED BECAUSE ROOM IS GREATER THAN 150 SQ.FT. AND CONTAINS FLAMMABLE / COMBUSTIBLE LIQUIDS.
OPENING PROTECTION
TYPE OF ASSEMBLY FIRE DOOR FIRE DAMPER SMOKE DAMPER FIRE WINDOW
AND RATING ASSEMBLY RATING RATING RATING RATING REFERENCE
2 HR FIRE BARRIER 1.5 HR 1.5 HR* N/A W-120 NFPA 221 TABLE 4.9.2,
1 HR FIRE BARRIER 0.75 HR 0 HR N/A W-60 NFPA 90A §5.3.1.2
NFPA 101 §8.3.3.2.2
SMOKE PARTITION 0 HR N/A CLASS II* NFPA 101 §8.4.6.3
*REQUIRED FOR AIR TRANSFER OPENINGS ONLY
PENETRATIONS AND JOINTS
FIRE BARRIERS: THROUGH PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM, INSTALLED AS TESTED, IN ACCORDANCE WITH ASTM E814 OR UL 1479, WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER AND AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF ASSEMBLY PENETRATED (NFPA 101 §8.3.4.2.2).
JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE RATED WALL ASSEMBLIES, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE ASSEMBLY IN WHICH IT IS LOCATED (NFPA 101 §8.3.5.2.1). FIRE RESISTANT JOINT SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF EITHER ASTM E1966 OR UL 2079. ALL HEAD OF WALL, WALL TO WALL, AND FLOOR TO WALL JOINT SYSTEMS SHALL BE DYNAMIC. BOTTOM OF THE WALL JOINTS SHALL BE STATIC. NONSYMMETRICAL WALL JOINT SYSTEMS SHALL BE TESTED WITH BOTH FACES EXPOSED TO THE FURNACE TEST, AND THE ASSIGNED FIRE-RESISTANCE
RATING SHALL BE THE SHORTEST DURATION OBTAINED FROM THE TWO TESTS.
SMOKE PARTITIONS: PENETRATIONS FOR CABLES, CABLE TRAYS, CONDUITS, PIPES, TUBES, VENTS, WIRES, AND SIMILAR ITEMS TO ACCOMMODATE ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEMS THAT PASS THROUGH A SMOKE PARTITION SHALL BE PROTECTED BY A SYSTEM OR MATERIAL THAT IS CAPABLE OF LIMITING THE TRANSFER OF SMOKE (NFPA 101 §8.4.4.1).
JOINTS MADE WITHIN OR AT THE PERIMETER OF SMOKE PARTITIONS SHALL BE PROTECTED WITH A JOINT SYSTEM THAT IS CAPABLE OF
LIMITING THE TRANSFER OF SMOKE (NFPA 101 §8.4.5.2).
INTERIOR FINISHES
INTERIOR WALL AND CEILING FINISH IN EXITS CLASS A OR B NFPA 101 TABLE A.10.2.2
INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A, B OR C NFPA 101 TABLE A.10.2.2
INTERIOR FLOOR FINISH CLASS I OR II NFPA 101 TABLE A.10.2.2
FIRE SUPPRESSION
BUILDING IS FULLY SPRINKLERED. REFER TO FX SERIES DRAWINGS.
FIRE ALARM/MASS NOTIFICATION
BUILDING IS PROVIDED WITH A COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM. REFER TO FA SERIES DRAWINGS.
PORTABLE FIRE EXTINGUISHERS:
GENERAL PURPOSE PORTABLE FIRE EXTINGUISHERS MUST BE PROVIDED WHERE REQUIRED BY NFPA 101 (UFC 3-600-01 §9-17.1)
HAZARD CLASSIFICATION: NFPA 10 §5.2 & §5.4
LIGHT HAZARD CLASS A: OFFICE AREAS, CONFERENCE ROOMS, CORRIDORS
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: COMMUNICATION ROOM, MECHANICAL ROOM, ELECTRICAL
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.
EXTRA HAZARD CLASS B: HIGHBAY, PUMP ROOM
MAXIMUM TRAVEL DISTANCE TO FE: 50 FEET
MAXIMUM FLOOR AREA PER UNIT B 1,500 SQ.FT.
MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.
DESIGN BASIS: 10 POUND MULTIPURPOSE DRY CHEMICAL: 4A:80B:C
FIRE DEPARTMENT ACCESS
BUILDING SHALL HAVE AT LEAST ONE MEANS OF ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES UNIMPEDED ACCESS TO THE FACILITY. ALL-WEATHER GROUND ACCESS MUST BE PAVED, START FROM THE ROAD, AND TERMINATE NO FARTHER THAN 33 FEET FROM AN EXTERIOR DOOR ACCESSIBLE FOR FIRE DEPARTMENT INGRESS (I.E. AN EXTERIOR DOOR THAT PROVIDES ACCESS TO THE
FACILITY INTERIOR). (UFC 3-600-01 §9-1.1)
DIMENSIONS OF FIRE LANES AND TURNAROUNDS MUST COMPLY WITH NFPA 1 (UFC 3-600-01 §9-1.3). FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FT 6 IN (NFPA 1 §18.2.3.5.1.1 AND §18.2.3.5.1.2). DEAD END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FT IN LENGTH SHALL BE PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE APPARATUS TO TURN AROUND. (NFPA 1 §18.2.3.2.2)
A SUITABLE ALL-WEATHER GROUND ACCESS SURFACE FOR ANY APPARATUS SHALL BE PROVIDED WITHIN 150 FEET OF THE FIRE
DEPARTMENT CONNECTION (UFC 3-600-01 §9-1.4).
FIRE DEPARTMENT ACCESS IS SHOWN ON THE CODE COMPLIANCE SITE PLAN.
WATER SUPPLY
PRIVATE FIRE SERVICE MAINS SUPPLYING FIRE PROTECTION SYSTEMS WITHIN THE BUILDING SHALL BE PERMITTED TO EXTEND NO MORE THAN 10 FEET, AS MEASURED FROM THE OUTSIDE OF THE BUILDING, UNDER THE BUILDING TO THE RISER LOCATION (NFPA 24 §10.4.3.1).
10" DEDICATED FIRE WATER LEAD-IN.
FIRE FLOW
THE BUILDING HAS A TOTAL FLOOR AREA OF 31,729 SQ. FT. AND IS OF TYPE IA (332) CONSTRUCTION WHICH RESULTS IN A REQUIRED FIRE FLOW OF 2,000 GPM FOR 2 HOURS IN ACCORDANCE WITH NFPA 1 TABLE 18.4.5.2.1. THE REQUIRED FIRE FLOW IS PERMITTED TO BE REDUCED BY 75% AS THE BUILDING IS FULLY SPRINKLERED THROUGHOUT BUT CANNOT BE LESS THAN 1,000 GPM AND SHALL NOT EXCEED 2,000 GPM FOR 2 HOURS (NFPA 1 §18.4.5.3.2, NFPA 1 §18.4.5.3.4 AND UFC 3-600-01 §9-2.1). THEREFORE, THE REQUIRED FIRE FLOW
FOR THE BUILDING IS 1,000 GPM AT 20 PSI FOR 2 HOURS.
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MEANS OF EGRESS CONTINUED
MEANS OF EGRESS ILLUMINATION
ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 101 §7.8 (NFPA 101 §38.2.8 AND 40.2.8).
LLUMINATION OF MEANS OF EGRESS SHALL BE CONTINUOUS DURING TIMES OF OCCUPANCY (NFPA 101 §7.8.1.2). ILLUMINATION PROVIDED OUTSIDE THE BUILDING SHOULD BE EITHER A PUBLIC WAY OR A DISTANCE AWAY FROM THE BUILDING THAT IS CONSIDERED SAFE, WHICHEVER IS CLOSEST TO THE BUILDING BEING EVACUATED.
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 (NFPA 101 §7.8.1.3(2)). THE REQUIRED ILLUMINATION IS ARRANGED SO THAT THE FAILURE OF ANY SINGLE LIGHTING UNIT DOES NOT RESULT IN AN ILLUMINATION
LEVEL OF LESS THAN 0.2 FTC (2.2 LUX) IN ANY DESIGNATED AREA (NFPA 101 §7.8.1.4).
AUTOMATIC LIGHTING CONTROL DEVICES ARE PERMITTED AND SHALL BE USED TO TEMPORARILY TURN OFF THE ILLUMINATION WITHIN THE MEANS OF EGRESS, AND EACH LIGHTING CONTROL DEVICE SHALL COMPLY WITH ALL OF THE FOLLOWING (NFPA 101 §7.8.1.2.2):
• THE LIGHTING CONTROL DEVICE SHALL BE LISTED.
• THE LIGHTING CONTROL DEVICE SHALL BE EQUIPPED TO AUTOMATICALLY ENERGIZE THE CONTROLLED LIGHTS UPON LOSS OF
NORMAL POWER AND IS EVALUATED FOR THIS PURPOSE.
• ILLUMINATION TIMERS ARE PROVIDED AND ARE SET FOR A MINIMUM 15-MINUTE DURATION.
• THE LIGHTING CONTROL DEVICE IS ACTIVATED BY ANY OCCUPANT MOVEMENT IN THE AREA SERVED BY THE LIGHTING UNITS.
• THE LIGHTING CONTROL DEVICE SHALL BE ACTIVATED BY ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM.
• THE LIGHTING CONTROL DEVICE SHALL NOT TURN OFF ANY LIGHTS RELIED UPON FOR ACTIVATION OF PHOTOLUMINESCENT EXIT
SIGNS OR PATH MARKERS (IF APPLICABLE).
• THE LIGHTING CONTROL DEVICE DOES NOT TURN OFF ANY BATTERY-EQUIPPED EMERGENCY LUMINARIES, UNIT EQUIPMENT, OR
EXIT SIGNS.
MARKING OF MEANS OF EGRESS
MARKING OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH NFPA 101 §7.10 (NFPA 101 §38.2.10 AND §40.2.10). EXIT SIGNS INDICATING THE DIRECTION OF EGRESS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 101. EXIT SIGNS WILL BE PLACED AT ALL EXIT DOORS (NFPA 101 §7.10.1.2.1). 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. 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 (NFPA 101 § 7.10.1.5.2).
HORIZONTAL EXITS
WHERE HORIZONTAL EXITS ARE USED IN THE MEANS OF EGRESS, THEY SHALL CONFORM TO THE GENERAL REQUIREMENTS OF NFPA 101 §7.1 (NFPA 101 §7.2.4.1.1). FIRE BARRIERS SEPARATING BUILDINGS OR AREAS BETWEEN WHICH THERE ARE HORIZONTAL EXITS SHALL HAVE A MINIMUM 2-HOUR FIRE RESISTANCE RATING AND THE FIRE BARRIER SHALL PROVIDE A SEPARATION THAT IS CONTINUOUS TO THE FINISHED GROUND LEVEL (NFPA 101 §7.2.4.3.1). HORIZONTAL EXIT DOOR ASSEMBLIES LOCATED ACCROSS A CORRIDOR, OTHER THAN APPROVED EXISTING DOOR ASSEMBLIES, SHALL BE AUTOMATIC CLOSING (NFPA 101 §7.2.4.3.9).
EMERGENCY LIGHTING
EMERGENCY LIGHTING MUST BE PROVIDED FOR MEANS OF EGRESS IN ACCORDANCE WITH NFPA 101 (NFPA 101 §40.2.9). EMERGENCY ILLUMINATION IS PROVIDED FOR A MINIMUM OF 1.5 HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING PER NFPA 101 §7.9.2.1.
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 (NFPA 101 § 7.9.2.1.1). ILLUMINATION LEVELS ARE PERMITTED TO DECLINE TO NO LESS THAN AN AVERAGE OF 0.6 FTC (6.5 LUX) AND, AT ANY POINT, NO LESS THAN 0.06 FTC (0.65 LUX) AT THE END OF 1.5 HR (NFPA 101 §7.9.2.1.2). A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 IS NOT TO BE EXCEEDED (NFPA 101 §7.9.2.1.3). THE EMERGENCY LIGHTING SYSTEM MUST BE ARRANGED TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY WHEN NORMAL LIGHTING IS INTERRUPTED DUE TO FAILUREOF A PUBLIC UTILITY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, THE OPENING OF A CIRCUIT BREAKER OR FUSE, OR MANUAL ACT(S), INCLUDING ACCIDENTAL
OPENING OF A SWITCH CONTROLLING NORMAL LIGHTING FACILITIES (NFPA 101 §7.9.2.3).
PUMP ROOMS SHALL BE PROVIDED WITH EMERGENCY LIGHTING. THE INTENSITY OF ILLUMINATION IN THE PUMP ROOM SHALL BE 3.0 FTC (32.3 LUX), UNLESS OTHERWISE SPECIFIED BY A REQUIREMENT RECOGNIZED BY THE AUTHORITY HAVING JURISDICTION. EMERGENCY LIGHTS SHALL NOT BE CONNECTED TO AN ENGINE-STARTING BATTERY. THE EMERGENCY LIGHTING SHALL BE CAPABLE OF MAINTAINING
THE LIGHTING LEVEL FOR A MINIMUM OF 2 HOURS (NFPA 20 §4.14.5).
MEANS OF EGRESS:
ALL COMPONENTS AND FEATURES RELATED TO MEANS OF EGRESS SHALL COMPLY NFPA 101 AND UFC 3-600-01 (UFC 3-600-01 §10-1.1).
FOR APPLICATION OF NFPA 101 REQUIREMENTS, THE BUSINESS AREA IS SEPARATED FROM THE HIGH HAZARD INDUSTRIAL AREA BY A FIRE BARRIER AND DO NOT SHARE MEANS OF EGRESS. THEREFORE, EACH SEPARATED PORTION OF THE BUILDING SHALL COMPLY WITH
THE REQUIREMENTS FOR THE OCCUPANCY THEREIN (NFPA 101 §6.1.14.4.5)
HEADROOM
MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FT 6 IN. (NFPA 101 §7.1.5.1)
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 UFC 3-600-01 TABLE 10-1 AND NFPA 101 TABLE 7.3.1.2. 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 FLOOR PLANS.
NUMBER AND ARRANGEMENT OF EXITS/EXIT ACCESS
A SINGLE EXIT IS PERMITTED FOR THE BUSINESS PORTION OF THE BUILDING AS THE TOTAL OCCUPANT LOAD IS LESS THAN 100 PERSONS, THE EXIT DISCHARGES DIRECTLY TO THE OUTSIDE AT THE LEVEL OF DISCHARGE AND THE TOTAL DISTANCE OF TRAVEL FROM ANY POINT DOES NOT EXCEED 100 FT (NFPA 101 §38.2.4.3). NOT LESS THAN TWO MEANS OF EGRESS SHALL BE PROVIDED IN THE HIGH
HAZARD AREA (NFPA 101 §7.11.4).
MINIMUM NUMBER OF MEANS OF EGRESS REQUIRED:
OCCUPANT LOAD 1-500: NOT LESS THAN 2 EXITS REQUIRED NFPA 101 §7.4.1.1
EXIT CAPACITY
EGRESS CAPACITY FACTORS: NFPA 101 TABLE 7.3.3.1
LEVEL COMPONENTS & RAMPS: BUSINESS OCCUPANCY - 0.2 INCHES PER OCCUPANT SERVED
INDUSTRIAL OCCUPANCY - 0.3 INCHES PER OCCUPANT SERVED
HIGH HAZARD OCCUPANCY - 0.4 INCHES PER OCCUPANT SERVED
THE EGRESS/EXIT CAPACITY FOR AN EXIT IS DETERMINED BY DIVIDING THE CLEAR WIDTH OF THE EXIT, AS DETERMINED IN ACCORDANCE
WITH NFPA 101 §7.2.1.2.1, BY THE EGRESS CAPACITY FACTOR.
EXIT CAPACITY CALCULATION FOR EACH EXIT IS SHOWN ON THE LIFE SAFETY FLOOR PLANS.
MEANS OF EGRESS COMPONENTS AND CLEAR WIDTH
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 WITHJ 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. (NFPA 101 §7.2.1.2.3.2)
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.
(NFPA 101 §7.2.1.2.1.1)
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, OR HIGH-HAZARD CONTENTS AREA
(NFPA 101 §7.2.1.4.2).
DOORS SERVING HIGH HAZARD CONTENTS AREAS WITH OCCUPANT LOADS IN EXCESS OF FIVE SHALL BE PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK IS PANIC HARDWAREOR FIRE EXIT HARDWARE COMPLYING WITH NFPA 101 (NFPA 101 §7.11.7).
ALL LOCKS, LATCHES AND ALL OTHER FASTENING DEVICES ON A DOOR LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS (NFPA 101 §7.2.1.5.3).
ACCESSIBLE MEANS OF EGRESS
ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH NFPA 101 (UFC 3-600-01 §10-1.2). AN ACCESSIBLE MEANS OF EGRESS IS DEFINED AS A MEANS OF EGRESS THAT PROVIDES AN ACCESSIBLE ROUTE TO AN AREA OF REFUGE, A HORIZONTAL EXIT, OR A PUBLIC WAY (NFPA 101 §3.3.180.1).
ACCESS WITHIN THE ALLOWABLE TRAVEL DISTANCE IS PROVIDED TO AT LEAST TWO ACCESSIBLE EXIT PROVIDING AN ACCESSIBLE ROUTE TO AN EXIT DISCHARGE (NFPA 101 §7.5.4.1). EXIT ACCESS TRAVEL ALONG THE ACCESSIBLE MEANS OF EGRESS IS PERMITTED TO BE COMMON FOR THE DISTANCES PERMITTED AS COMMON PATHS OF TRAVEL (NFPA 101 §7.5.4.1.4).
THE ACCESSIBLE MEANS OF EGRESS FOR THE BUILDING CONSISTS OF EXIT DOORS DISCHARGING DIRECTLY TO THE EXTERIOR.
TRAVEL DISTANCE, COMMON PATH AND DEAD END LIMITS
TRAVEL DISTANCE LIMIT: NFPA 101 TABLE A.7.6
NEW BUSINESS: 300 FEET
HIGH HAZARD INDUSTRIAL: 75 FEET / 250 FEET**
INDUSTRIAL: 250 FEET
COMMON PATH LIMIT: NFPA 101 TABLE A.7.6
NEW BUSINESS: 100 FEET
HIGH HAZARD INDUSTRIAL: 0 FEET (NFPA 101 §7.11.4)
INDUSTRIAL: 250 FEET
DEAD-END LIMIT: NFPA 101 TABLE A.7.6
NEW BUSINESS: 50 FEET
HIGH HAZARD INDUSTRIAL: NOT PERMITTED (NFPA 101 §7.11.4)
INDUSTRIAL 50 FEET
**WHERE THE CONTENTS ARE CLASSIFIED AS HIGH HAZARD, EXITS SHALL BE PROVIDED AND ARRANGED TO ALLOW ALL OCCUPANTS TO ESCAPE FROM THE HAZARDOUS AREA THEREOF, TO THE OUTSIDE OR TO A PLACE OF SAFETY WITH A TRAVEL DISTANCE OF NOT MORE THAN 75 FT (NFPA 101 §7.11.1). NFPA 101 §7.11.1 DOES NOT LIMIT OCCUPANTS TO A 75 FT TRAVEL DISTANCE BUT REQUIRES ESCAPE FROM THE HIGH HAZARD CONTENTS AREA ITSELF WITH NOT MORE THAN 75 FT OF TRAVEL. THE PLACE OF SAFETY OUTSIDE THE HIGH HAZARD AREA IS PERMITTED TO BE WITHIN THE BUILDING'S EXIT ACCESS AND ADDITIONAL TRAVEL MIGHT BE NECESSARY TO REACH AN
EXIT.
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F F
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FIRE DEPARTMENT
ACCESS APPROACH ROAD
C LOT
P A
T T
O N
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P E
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INTENDED FIRE
DEPARTMENT MAIN
ENTRANCE
KB
BLDG 210
30' - 0"
24' - 0"
22' - 0"
/2
346' - 0"
347' - 0"
186' - 8"
30' - 0"
100' - 0" 13' - 4"
5'
286' - 8"
/4
R 45'
R 69'
R 45'
R 69'
30' - 0"
DEDICATED FIRE SERVICE LINE
BUILDING FIRE SPRINKLER RISER
FIRE HYDRANTS
SITE SAFETY SYMBOLS AND LEGEND
BASE WATER SERVICE MAIN
FIRE DEPARTMENT CONNECTION
FIRE HOSE LAY DISTANCE
BUILDING FRONTAGE
KB KEYED LOCK BOX
xx' - xx"
KEYED NOTES :
1. MORE THAN 20 FEET WIDE, WHICH IS SUFFICIENT
FOR FIRE DEPARTMENT APPARATUS ACCESS.
2. FLOW DATA:
• DATE: 04-13-2022
• PERFORMED BY: K. CLAY
• STATIC: 60 PSI
• RESIDUAL: 55 PSI
• FLOW: 890 GPM
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION CONTRACT
AND ALL INFORMATION CONTAINED HERE IS LOCATED ON CONSTRUCTION DOCUMENTS.
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1" = 30'-0"1
CODE COMPLIANCE SITE PLAN
SCALE IN FEET - 1" = 30'-0"
30' 15' 0' 30' 90'60' N
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1 HOUR FIRE BARRIER/SMOKE PARTITION
2 HOUR FIRE BARRIER
SMOKE PARTITION
FIRE BARRIER & SMOKE PARTITION SYMBOLOGY
1 HOUR FIRE BARRIER
TRAVEL DISTANCE
COMMON PATH OF TRAVEL
EXIT LIGHT CEILING MOUNT
EXIT LIGHT WALL MOUNT
FIRE EXTINGUISHER CABINET (FEC)
FIRE EXTINGUISHER BRACKET (FEB)
FIRE RATED DOOR (X=DOOR RATING)
ACCESSIBLE ENTRANCE/EXIT
LIFE SAFETY LEGEND
OCCUPANCY CLASSIFICATION
NFPA 101: INDUSTRIAL
IBC: HIGH HAZARD, GROUP H-2
NFPA 101: BUSINESS
IBC: BUSINESS, GROUP B
NFPA 101: INDUSTRIAL
IBC: FACTORY INDUSTRIAL, GROUP F-1
FEC
FEB
DOOR NUMBERXXXX
XX"
.X
XXX
XX
CLEAR WIDTH
WIDTH FACTOR
CALCULATED OCCUPANT CAPACITY
ASSIGNED OCCUPANT LOAD
X
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.2
FEB
FEC FEC
TD: 118' - 0"
CP:29' - 0"
TD: 101' - 3"
1.5
1.5
1.5
123-A127-E127-A
126-A
114-A
121-A
120-A
123-C
0.4
CONFERENCE ROOM
BREAK ROOM
ELECTRICAL
MECHANICAL
OFFICE
OFFICE
ENTRY
HIGH BAY AREA
JAN / RECYCLE
LOCKER AND
SHOWER
VESTIBULE
MENS RESTROOM
VESTIBULE
OPEN OFFICE
CORRIDOR
FIRE PROTECTION
124-B
0.3
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PUMP ROOM
MOTHERS
CONTROL ROOM
COMM_1
SHAKER ROOM
1.5
1.5
126-B
124-A
0.3
127-F
0.4
ELECTRICAL
125-A
0.2
127-D
0.4
1.5
TD: 74' - 6"
2 1
TD 74 FT
TD 73 FT
TD 74 FT
CORRIDOR
CORRIDOR
COMM_2
LOCKER AND
SHOWER
WOMENS RESTROOM
EX
EXEXEXEX
EXEXEX
TD 74 FT
FIRE ALARM / MNS SYMBOLS LEGEND
WALL MOUNTED FIRE ALARM/MNS
SPEAKER/STROBE
DESCRIPTION
CEILING MOUNTED FIRE ALARM/MNS
SPEAKER/STROBE
SYMBOL
C
WALL MOUNTED FIRE ALARM/MNS
SPEAKER
P
SMOKE DETECTOR - PHOTOELECTRIC
WF
VS
AIM
AOM
WATERFLOW SWITCH
VALVE SUPERVISORY SWITCH
ADDRESSABLE INPUT MODULE
ADDRESSABLE OUTPUT MODULE
SPD
SURGE PROTECTION DEVICE
KB
KEYED LOCK BOX
F MANUAL PULL STATION
S
ET
EMERGENCY TEXT SIGN
WALL MOUNTED FIRE ALARM/MNS
SPEAKER
C
S
CO
CARBON MONOXIDE DETECTOR
LOUDSPEAKER LISTED FOR UL 1480-F
WALL MOUNTED FIRE ALARM STROBE
FIRE ALARM / MNS CONTROL UNIT
HS
FMCU
FLAME DETECTOR
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LIFE SAFETY PLAN - COMPOSITE
OCCUPANT LOAD CALCULATIONS
ROOM/AREA FUNCTION/USE SQ.FT. OCCUPANT LOAD FACTOR OCCUPANTS
COMM ROOMS BUILDING EQUIPMENT 308 500 SF / PERSON GROSS 1 PERSON
MECH/ELEC/FIRE BUILDING EQUIPMENT 1,580 500 SF / PERSON GROSS 4 PERSONS
ELECTRICAL BUILDING EQUIPMENT 1,342 500 SF / PERSON GROSS 3 PERSONS
CONTROL ROOM BUSINESS 837 150 SF / PERSON GROSS 6 PERSONS
BREAK ROOM ASSEMBLY 217 15 SF / PERSON NET 15 PERSONS
CONF. ROOM CONFERENCE 313 15 SF / PERSON NET 21 PERSONS
PUMP INDUSTRIAL 3,264 100 SF / PERSON GROSS 32 PERSONS
HIGHBAY INDUSTRIAL 15,979 100 SF / PERSON GROSS 157 PERSONS
SHAKER INDUSTRIAL 3,258 100 SF / PERSON GROSS 33 PERSONS
REMAINDER BUSINESS 4,632 150 SF / PERSON GROSS 35 PERSONS
TOTALS 31,730 307 PERSONS
KEYED NOTES :#
1. PER IBC §703.7 BARRIER MARKING AND IDENTIFICATION SHALL BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION. IDENTIFICATION SHALL BE IN LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING AS FOLLOWS: FIRE BARRIER: “2 HOUR FIRE BARRIER –PROTECT ALL PENETRATIONS AND OPENINGS”.
2. PER NFPA 400 §6.2.1.3 THE SEPARATION OF AREAS CONTAINING HIGH-HAZARD CONTENTS FROM EACH OTHER AND FROM OTHER USE AREAS SHALL BE AS REQUIRED BY TABLE 6.2.1.3 AND SHALL NOT BE PERMITTED TO BE REDUCED WITH THE INSTALLATION OF FIRE PROTECTION SYSTEMS AS REQUIRED BY 6.2.1.1.
3. WHERE THE CONTENTS ARE CLASSIFIED AS HIGH HAZARD, EXITS SHALL BE PROVIDED AND ARRANGED TO ALLOW ALL OCCUPANTS TO ESCAPE FROM THE BUILDING OR STRUCTURE, OR FROM THE HAZARDOUS AREA THEREOF, TO THE OUTSIDE OR TO A PLACE OF SAFETY WITH A TRAVEL DISTANCE OF NOT MORE THAN 75 FT (NFPA 101 §7.11.1). NFPA 101 §7.11.1 DOES NOT LIMIT OCCUPANTS TO A 75 FT TRAVEL DISTANCE BUT REQUIRES ESCAPE FROM THE HIGH HAZARD CONTENTS AREA ITSELF WITH NOT MORE THAN 75 FT OF TRAVEL. THE PLACE OF SAFETY OUTSIDE THE HIGH HAZARD AREA IS PERMITTED TO BE WITHIN THE BUILDING EXIT ACCESS AND ADDITIONAL TRAVEL MIGHT BE NECESSARY TO REACH AN EXIT.
SCALE IN FEET - 1/16" = 1'-0"
16' 8' 0' 16' 48'32'
N
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1 10 15
A
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1 10 15
KEYED PLAN
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION CONTRACT
AND ALL INFORMATION CONTAINED HERE IS LOCATED ON CONSTRUCTION DOCUMENTS.
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VAV-03
VAV-02 VAV-01
SF-01
CHP-01B-1
DWH-01
CTP-02CTP-01 SF-03
CT-01
AHU-01
SF-04
CTP-03
CT-02
UH-03
UH-
UH-02
UH-04
UH-05
AC-01
SF-02
CRAC-01CRAC-02
CHP-02
CU-IDU-01
HWP-01
HWP-02
VAV-11 VAV-10
IDU-01
CP-1
AA
BB
CC
DD
EE
GI200
NON-HAZARDOUS AREAS
CLASS I, DIVISION 1
CLASS I, DIVISION 2
1ST FLOOR
100' - 0"
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ELECTRICAL HAZARDOUS CLASSIFICATION PLAN
SCALE IN FEET - 1/16" = 1'-0"
16' 8' 0' 16' 48'32'
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ELECTRICAL INSTALLATION NOTES:
1. ALL ELECTRICAL INSTALLATION SHALL COMPLY WITH CONTRACT DOCUMENTS, CONTRACT
SPECIFICATIONS, AND APPLICABLE CODES AND STANDARDS INDICATED ON THIS SHEET.
2. CONTRACTOR SHALL PROVIDE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH THIS SHEET.
THE BASIS OF DESIGN IS NFPA 497 FIGURE 5.10.2(j).
NOTE: THIS SHEET IS TO CLARIFY ELECTRICAL INSTALLATION REQUIREMENTS FOR THE HAZARDOUS LOCATIONS AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION. REFER TO ELECTRICAL PLANS
FOR EXACT LOCATIONS.
1/16" = 1'-0"2
ELECTRICAL HAZARDOUS CLASSIFICATION SECTION
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION CONTRACT
AND ALL INFORMATION CONTAINED HERE IS LOCATED ON CONSTRUCTION DOCUMENTS.
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1 HOUR FIRE BARRIER/SMOKE PARTITION
2 HOUR FIRE BARRIER
SMOKE PARTITION
FIRE BARRIER & SMOKE PARTITION SYMBOLOGY
1 HOUR FIRE BARRIER
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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_FIRE_CR20.rvt12/28/2023 9:30:38 AM
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SCALE IN FEET - 1/16" = 1'-0"
16' 8' 0' 16' 48'32'
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KEYED PLAN
1/16" = 1'-0"1
DAMPER SCHEDULE
FIRE RATING NOTES :#
1. FIRE DAMPERS IS INTENDED TO BE PROVIDED WHERE AIR DUCTS AND OPENINGS FOR AIR DUCTS ARE USED IN A ROOF-CEILING ASSEMBLY THAT IS REQUIRED TO HAVE A FIRE RESISTANCE RATING
OF 1.5-HOURS OR MORE PER NFPA 90A §5.3.3.1.
2. SMOKE DAMPERS SHALL BE PROVIDED WITH A CAPACITY GREATER THAN 15,000 CFM FROM THE REMAINDER OF THE SYSTEM ON BOTH THE BUILDING SIDE AND THE RETURN SIDE PER NFPA 90A § 4.3.10.2.
3. 2-HOUR FIRE BARRIER PROTECTION SHALL BE CONTINOUS THROUGH CONCEALED SPACE(S) OR
VOID(S) IN ACCORDANCE WITH IBC §707.5. LOCATION TO BE APPROXIMATE.
NOTE: THIS SCHEDULE IS TO CLARIFY ALL FIRE AND SMOKE DAMPER REQUIREMENTS AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION. REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS OF FIRE AND
SMOKE DAMPERS. LOCATION OF DAMPERS SHOWN IN PLANS ABOVE ARE APPROXIMATE.
NOTE AIR TRANSFER
NOT REQUIRED
FIRE DAMPER SCHEDULE
DUCTED
REQUIRED
NOTE AIR TRANSFER
REQUIRED
SMOKE DAMPER SCHEDULE
DUCTED
NOT REQUIRED
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION CONTRACT
AND ALL INFORMATION CONTAINED HERE IS LOCATED ON CONSTRUCTION DOCUMENTS.
NOTE: THIS PLAN IS TO CLARIFY ALL UL ASSEMBLY REQUIREMENTS AND IS NOT INTENDED TO BE USED FOR
CONSTRUCTION. REFER TO OTHERS FOR EXACT LOCATIONS.
ASSEMBLY
UL 263 (DESIGN NO. X829) - FIRE RESISTANCE REQUIREMENTS OF THE PRIMARY STRUCTURE FRAME.
REFER TO ARCHITECTURE FOR ADDITIONAL INFORMATION.
UL ASSEMBLY PLAN
UL 263 (DESIGN NO. D902) - FIRE RESISTANCE REQUIREMENTS OF THE ROOF CONSTRUCTION AND
ASSOCIATED SECONDARY MEMBERS. REFER TO ARCHITECTURE FOR ADDITIONAL INFORMATION.
UL 263 (DESIGN NO. U419) - FIRE RESISTANCE REQUIREMENTS OF THE GYPSUM BOARD ASSEMBLIES.
REFER TO ARCHITECTURE FOR ADDITIONAL INFORMATION.
UL 263 (DESIGN NO. D905) - FIRE RESISTANCE REQUIREMENTS OF THE RATED CONCRETE MASONRY UNIT
(CMU) ASSEMBLIES. REFER TO ARCHITECTURE FOR ADDITIONAL INFORMATION.
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BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_FIRE_CR20.rvt12/28/2023 9:30:39 AM
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1/16" = 1'-0"1
HAZARDOUS MATERIAL PLAN
SCALE IN FEET - 1/8" = 1'-0"
8' 4' 0' 8' 24'16'
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KEYED PLANMATERIAL CLASSIFICATION
CLASS IC FLAMMABLE
LIQUID
TOTAL [GAL]
~ 13,200
MAQ [GAL]
SPRINKLER VOLUME [GAL]
38,400
TIME [MIN] SINGLE LARGEST VESSEL
[GAL]
10,000
DENSITY [GPM/FT2]
0.4
AREA [FT2]
4,000
SAFETY FACTOR
1.2
ROOM / AREA
HIGH BAY AREA
TOTAL REQUIRED
CONTAINMENT VOLUME
[GAL]
FLOW [GAL/MIN]
1,920 48,400
KEYED NOTES :#
1. MOBIL DTE 26 - 10,000 GALLON RESERVOIR TANK AT ATMOSPHERIC PRESSURE
2. MOBIL DTE 26 - 1,000 GALLON UNDER PRESSURE
SECONDARY CONTAINMENT CALCULATION
NOTE: THIS SHEET IS TO CLARIFY THE SECONDARY CONATINMENT REQUIREMENTS AND IS NOT INTENDED
TO BE USED FOR CONSTRUCTION. REFER TO MECHANICAL PLANS FOR EXACT QUANTIES OF THE
HYDRAULIC FLUID.
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE CONSTRUCTION CONTRACT
AND ALL INFORMATION CONTAINED HERE IS LOCATED ON CONSTRUCTION DOCUMENTS.
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A. DESIGN CRITERIA - CONTINUED
4. SNOW LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.
SNOW LOAD PARAMETERS
GROUND SNOW LOAD Pg = 25 PSF (UFC 3-301-01, STRUCTURAL LOAD DATA TOOL)
TERRAIN CATEGORY C (ASCE 7, SECTION 26.7.3, EXPOSURE C)
SNOW EXPOSURE FACTOR Ce = 1.0 (ASCE 7, TABLE 7.3.1, PARTIALLY EXPOSED)
SNOW THERMAL FACTOR Ct = 1.0 (ASCE 7, TABLE 7.3.2, ALL STRUCTURES UNO)
SLOPE FACTOR CS = 1.0 (ASCE 7, FIG. 7.4-1, WARM ROOF)
RISK CATEGORY II (UFC 3-301-01, TABLE 2-2)
SNOW IMPORTANCE FACTOR Is = 1.0 (UFC 3-301-01, TABLE 2-2)
FLAT ROOF SNOW LOAD Pf = 17.5 PSF (ASCE 7, SECTION 7.3)
MINIMUM ROOF SNOW LOAD Pm = 20 PSF (ASCE 7, SECTION 7.3.4)
RAIN-ON-SNOW SURCHARGE LOAD 0 PSF (ASCE 7,…
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