Use me IDC DLC HF IDC DLC 22R0049 Cover Life Safety HAZ MAT CIVIL LANDSCAPING Part 1 of 3.pdf
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- Solicitation number
- W912DR22R0049
About this file
This document summarizes a federal government solicitation for construction services. The U.S. Army Corps of Engineers, Baltimore District is seeking proposals for a design-build project to construct a two-story, 32,000 square foot Instructional Design Center and Distance Learning Center facility at Harpers Ferry, West Virginia. Requirements include a steel, concrete and masonry building with offices, open work areas, a green screen room, sound editing booth, collaboration and conference rooms, as well as utilities, stormwater management, and parking. The scope of work also encompasses life safety, fire alarm, and suppression systems; an elevator; HVAC system; electrical and LED lighting; and class A finishes. Additional requirements consist of environmental permitting, erosion and sediment control, stormwater management, paving, and landscaping. The estimated value ranges from $10-25 million. The performance period is approximately 550 calendar days from notice to proceed. Proposals are due on October 3, 2022 and will be evaluated using lowest price technically acceptable criteria. The award will be a firm-fixed price design-build contract.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
MBI (AE) CONTRACT NO.:
ISSUE DATE:
VOLUME:
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FORT WORTH DISTRICT
W912DR-22-R-0049
W9126G-15-D-0009
AUGUST 24, 2022
N/A
HARPERS FERRY, WEST VIRGINIA
INSTRUCTIONAL DESIGN CENTER / DISTANCE
LEARNING CENTER
PN488559
VICINITY MAP
LOCATION MAPPLAN NORTH
PLAN NORTH
NTS
NTS
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
8-24-2022
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
8/24/2022
DENIS S.
CLAYSON
10375088
OETAT
S
F UTAH
LANOIS
S
E F
O R
P
ENG
I N E
E R
8/24/2022
08/24/2022
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3 5 7 9 11 13 15 17 19
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SCHEDULE - SHEET INDEX
SHEET INFORMATION
NUMBER NAME
MH110 HVAC - 1ST FLOOR PLAN
MH111 HVAC - 1ST FLOOR- AREA A
MH112 HVAC - 1ST FLOOR - AREA B
MH120 HVAC - 2ND FLOOR PLAN
MH121 HVAC - 2ND FLOOR - AREA A
MH122 HVAC - 2ND FLOOR - AREA B
MP110 PIPING - 1ST FLOOR PLAN
MP111 PIPING - 1ST FLOOR - AREA A
MP112 PIPING - 1ST FLOOR - AREA B
MP120 PIPING - 2ND FLOOR PLAN
MP121 PIPING - 2ND FLOOR - AREA A
MP122 PIPING - 2ND FLOOR - AREA B
M-301 MECHANICAL SECTIONS - HVAC
M-302 MECHANICAL SECTIONS - PIPING
M-401 MECHANICAL ENLARGED PLANS - HVAC
M-402 MECHANICAL ENLARGED PLANS - PIPING
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-604 MECHANICAL SCHEDULES
M-801 MECHANICAL DDC CONTROLS
M-802 MECHANICAL DDC CONTROLS
M-803 MECHANICAL DDC CONTROLS
M-804 MECHANICAL DDC CONTROLS
M-805 MECHANICAL DDC CONTROLS
M-806 MECHANICAL DDC CONTROLS
M-807 MECHANICAL DDC CONTROLS
M-808 MECHANICAL DDC CONTROLS
Grand total: 269
SCHEDULE - SHEET INDEX
SHEET INFORMATION
NUMBER NAME
A-612 DOOR DETAILS
A-613 DOOR DETAILS
A-614 DOOR DETAILS
A-621 CURTAIN WALL ELEVATIONS
A-622 CURTAIN WALL ELEVATIONS
A-623 CURTAIN WALL DETAILS
A-624 CURTAIN WALL DETAILS
A-625 SUNSHADE BLADE DETAILS
A-631 STOREFRONT ELEVATIONS/ DETAILS
A-641 LOUVER DETAILS
A-701 MILLWORK DETAILS
A-901 PERSPECTIVE VIEWS
AB101 FLOOR PLATE-AIR BARRIER LIMITS
AB102 AIR BARRIER SECTIONS LIMITS
AB103 AIR BARRIER LIMITS ELEVATIONS
INTERIORS
IN001 INTERIOR FINISH - NOTES AND BASIS OF DESIGN
IN111 INTERIOR FINISH - 1ST FLOOR PLAN - AREA A
IN112 INTERIOR FINISH - 1ST FLOOR PLAN - AREA B
IN121 INTERIOR FINISH - 2ND FLOOR PLAN - AREA A
IN122 INTERIOR FINISH - 2ND FLOOR PLAN - AREA B
IN401 INTERIOR FINISH - TYPICAL TILE ELEVATIONS
IN501 INTERIOR FINISH - DETAILS
IN502 INTERIOR FINISH - DETAILS, CONTINUED
IN601 INTERIOR FINISH - ROOM SCHEDULE
IG111 SIGNAGE - 1ST FLOOR PLAN - AREA A
IG112 SIGNAGE - 1ST FLOOR PLAN - AREA B
IG121 SIGNAGE - 2ND FLOOR PLAN - AREA A
IG122 SIGNAGE - 2ND FLOOR PLAN - AREA B
IG501 SIGNAGE - DETAILS
IG502 SIGNAGE - DETAILS (CONTINUED)
IG601 SIGNAGE - SCHEDULES AND NOTES
IF001 INTERIOR FURNITURE - LEGENDS AND NOTES
IF110 COMP - INT FURNITURE - 1ST FLOOR PLAN
IF111 INT FURNITURE - 1ST FLOOR PLAN - AREA A
IF112 INT FURNITURE - 1ST FLOOR PLAN - AREA B
IF120 COMP - INT FURNITURE - 2ND FLOOR PLAN
IF121 INT FURNITURE - 2ND FLOOR PLAN - AREA A
IF122 INT FURNITURE - 2ND FLOOR PLAN - AREA B
IF501 INTERIOR FURNITURE - DESK TYPICAL
IF502 INTERIOR FURNITURE - DESK TYPICAL
FIRE PROTECTION
FA001 FIRE ALARM - GENERAL NOTES, ABBREVIATIONS, & SYMBOLS
FA002 FIRE ALARM - SEQUENCE OF OPERATIONS
FA111 FIRE ALARM - FIRST FLOOR PLAN - AREA A
FA112 FIRE ALARM - FIRST FLOOR PLAN - AREA B
FA121 FIRE ALARM- SECOND FLOOR PLAN - AREA A
FA122 FIRE ALARM - SECOND FLOOR PLAN - AREA B
FA501 FIRE ALARM - DETAILS
FA701 FIRE ALARM - RISER DIAGRAM
FX001 FIRE PROTECTION GENERAL NOTES, ABBREVIATIONS, & SYMBOLS
FX111 FIRE PROTECTION - FIRST FLOOR PLAN - AREA A
FX112 FIRE PROTECTION - FIRST FLOOR PLAN - AREA B
FX121 FIRE PROTECTION - SECOND FLOOR PLAN - AREA A
FX122 FIRE PROTECTION - SECOND FLOOR PLAN - AREA B
FX501 FIRE PROTECTION - DETAILS
FX502 FIRE PROTECTION - DETAILS
PLUMBING
P-001 PLUMBING GENERAL NOTES, ABBREVIATIONS & SYMBOLS
PP111 SANITARY AND VENT - FIRST FLOOR - AREA A
PP112 SANITARY AND VENT - FIRST FLOOR - AREA B
PP121 SANITARY AND VENT - SECOND FLOOR - AREA A
PP122 SANITARY AND VENT - SECOND FLOOR - AREA B
PL111 WATER - FIRST FLOOR - AREA A
PL112 WATER - FIRST FLOOR - AREA B
PL121 WATER - SECOND FLOOR - AREA A
PL122 WATER - SECOND FLOOR - AREA B
P-401 PLUMBING ENLARGED PLANS
P-402 PLUMBING ENLARGED PLANS
P-403 PLUMBING ENLARGED PLANS
P-404 PLUMBING ENLARGED PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-701 PLUMBING RISER DIAGRAMS
P-702 PLUMBING RISER DIAGRAMS
P-801 PLUMBING CONTROLS
MECHANICAL
M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS
M-002 MECHANICAL GENERAL NOTES
MH100 HVAC-1ST FLOOR ZONING PLAN
MH101 HVAC-2ND FLOOR ZONING PLAN
SCHEDULE - SHEET INDEX
SHEET INFORMATION
NUMBER NAME
S-502 FOUNDATION DETAILS
S-503 FOUNDATION DETAILS
S-511 FRAMING DETAILS
S-512 FRAMING DETAILS
S-513 FRAMING DETAILS
S-514 FRAMING DETAILS
S-515 FRAMING DETAILS
S-601 FOUNDATION SCHEDULES
S-611 FRAMING SCHEDULES
S-901 3D PERSPECTIVE VIEWS
ARCHITECTURE
A-001 ARCHITECTURAL GENERAL NOTES, MATERIAL AND ANNOTATION LEGEND
A-002 TYPICAL ABA DETAILS
AS101 ARCHITECTURAL SITE PLAN
A-101 EDGE OF SLAB 1ST FLOOR PLAN
A-102 EDGE OF SLAB 2ND FLOOR PLAN
A-110 OVERALL - 1ST FLOOR PLAN
A-111 1ST FLOOR PLAN - AREA A
A-112 1ST FLOOR PLAN - AREA B
A-113 CLIN 2 OPTION 1 RAISED FLOOR -1ST FLOOR PLAN / SECTION DETAIL
A-120 OVERALL - 2ND FLOOR PLAN
A-121 2ND FLOOR PLAN - AREA A
A-122 2ND FLOOR PLAN - AREA B
A-130 ROOF PLAN
AR110 OVERALL- REFLECTED CEILING PLAN - 1ST FLOOR
AR111 REFLECTED CEILING PLAN - 1ST FLOOR - AREA A
AR112 REFLECTED CEILING PLAN - 1ST FLOOR - AREA B
AR120 OVERALL- REFLECTED CEILING PLAN - 2ND FLOOR
AR121 REFLECTED CEILING PLAN - 2ND FLOOR - AREA A
AR122 REFLECTED CEILING PLAN - 2ND FLOOR - AREA B
A-200 RENDERED ELEVATIONS
A-201 NORTH ELEVATION
A-202 SOUTH ELEVATION
A-203 EAST AND WEST ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-311 WALL SECTIONS AND FACADE DETAILS
A-312 WALL SECTIONS AND FACADE DETAILS
A-313 WALL SECTIONS AND FACADE DETAILS
A-314 WALL SECTIONS AND FACADE DETAILS
A-315 WALL SECTIONS AND FACADE DETAILS
A-316 WALL SECTIONS AND FACADE DETAILS
A-317 WALL SECTIONS AND FACADE DETAILS
A-318 WALL SECTIONS AND FACADE DETAILS
A-319 WALL SECTIONS AND FACADE DETAILS
A-320 WALL SECTIONS AND FACADE DETAILS
A-321 WALL SECTIONS AND FACADE DETAILS
A-401 ENLARGED TOILET LAYOUT- FIRST FLOOR
A-402 ENLARGED TOILET LAYOUT- SECOND FLOOR
A-403 ENLARGED KITCHEN LAYOUTS
A-404 ENLARGED VESTIBULE LAYOUT
A-405 ENLARGED INTERIOR ELEVATIONS - FIRST FLOOR
A-406 ENLARGED INTERIOR ELEVATIONS - SECOND FLOOR
A-407 MONITOR MOUNTING DETAILS
A-408 STAIR STA1 ENLARGED PLANS AND SECTIONS
A-409 STAIR STB1 ENLARGED PLANS AND SECTIONS
A-410 STAIR STC1 ENLARGED PLANS AND SECTIONS
A-411 ELEVATOR ENLARGED PLANS, SECTION AND DETAILS
A-412 PORTE COCHERE ENLARGED PLAN AND SECTIONS
A-413 RAISED ROOF ENLARGED PLAN AND SECTIONS
A-414 CANOPY DETAILS
A-416 CANOPY DETAILS
A-501 FOUNDATION DETAILS
A-502 FOUNDATION DETAILS
A-503 FOUNDATION DETAILS
A-511 ROOF DETAILS
A-512 ROOF DETAILS
A-513 ROOF DETAILS
A-514 ROOF DETAILS
A-515 ROOF DETAILS
A-516 ROOF DE-ICING DETAILS
A-521 PLAN DETAILS
A-522 PLAN DETAILS
A-523 PLAN DETAILS
A-524 FOLDING PARTITION DETAILS
A-560 STAIR AND RAILING DETAILS
A-561 MECHANICAL EQUIPMENT ENCLOSURE
A-571 CEILING DETAILS
A-572 CEILING DETAILS
A-601 PARTITION TYPES
A-602 PARTITION TYPES
A-611 DOOR SCHEDULE, DOOR ELEVATIONS
SCHEDULE - SHEET INDEX
SHEET INFORMATION
NUMBER NAME
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
G-003 DRAWING INDEX
G-004 LIFE SAFETY - CODE ANALYSIS
G-110 LIFE SAFETY - FIRST FLOOR PLAN - COMPREHENSIVE
G-111 LIFE SAFETY - FIRST FLOOR PLAN - AREA A
G-112 LIFE SAFETY - FIRST FLOOR PLAN - AREA B
G-120 LIFE SAFETY - SECOND FLOOR PLAN - COMPREHENSIVE
G-121 LIFE SAFETY - SECOND FLOOR PLAN - AREA A
G-122 LIFE SAFETY - SECOND FLOOR PLAN - AREA B
HAZARDOUS
H-110 RADON MITIGATION PLAN - FIRST FLOOR
H-111 RADON MITIGATION PLAN - SECOND FLOOR
H-112 RADON MITIGATION PLAN - ROOF
CIVIL
C-001 GENERAL NOTES
C-002 GENERAL NOTES
C-003 EXISTING CONDITIONS
CD101 DEMOLITION PLAN
CG101 GRADING AND DRAINAGE PLAN
CG102 EROSION AND SEDIMENT CONTROL PLAN PHASE I
CG103 EROSION AND SEDIMENT CONTROL PLAN PHASE II
CG104 EROSION AND SEDIMENT CONTROL PLAN CONSTRUCTION ACCESS
CG105 DRAINAGE LINE "A" STA. 0+53.00 TO STA. 3+55.47
CG106 ROOF DRAIN SYSTEM RD1, RD2, RDLAT1, RDLAT2
CG107 DRAINAGE PLAN / PROFILE AND COMPUTATIONS
CG108 DRAINAGE MAP AND COMPUTATIONS
CG109 FOUNDATION DRAIN PLAN
CG501 DRAINAGE DETAILS
CG502 DRAINAGE DETAILS
CG503 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT FO HIGHWAYS
CG601 GRADING SPOT ELEVATION TABLES
CG602 DRAINAGE COMPUTATIONS
CS101 SITE PLAN
CS102 HORIZONTAL CONTROL
CS103 ACCESS ROAD PLAN AND PROFILE
CS104 PARKING LOT A PLAN AND PROFILE
CS105 PARKING LOT B PLAN AND PROFILE
CS106 PARKING LOT C PLAN AND PROFILE
CS107 PARKING LOT D PLAN AND PROFILE
CS108 PARKING LOT E & F PLAN AND PROFILE
CS501 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS502 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS503 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS504 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS505 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS506 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS507 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS508 CONCRETE AND SITE DETAILS WEST VIRGINIA DEPARTMENT OF HIGHWAYS
CS509 PAVEMENT AND SITE DETAILS
CS601 HORIZONTAL CONTROL TABLES
CU101 UTILITY PLAN
CU501 UTILITY DETAILS
LANDSCAPE
L-100 LANDSCAPE TRANSPLANTING PLAN
L-101 OVERALL SITE PLAN
L-401 NORTH PATIO AND SOUTH ENTRY HARDSCAPE PLAN
L-402 NORTH PATIO AND SOUTH ENTRY LANDSCAPE PLAN
L-501 HARDSCAPE AND SITE FURNISHING DETAILS
L-502 HARDSCAPE AND SITE FURNISHING DETAILS
L-503 PATIO PRECAST JOINT DETAILS
L-504 PLANTING DETAILS
L-505 PLANT SCHEDULES
STRUCTURAL
S-001 STRUCTURAL DESIGN CRITERIA, & GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES
S-003 STRUCTURAL GENERAL NOTES
S-004 STRUCTURAL SPECIAL INSPECTIONS
S-005 STRUCTURAL SPECIAL INSPECTIONS, ABBREVIATIONS, AND SYMBOLS
S-006 STRUCTURAL LOAD PLANS
S-110 COMPREHENSIVE - FOUNDATION PLAN
S-111 FOUNDATION PLAN - AREA A
S-112 FOUNDATION PLAN - AREA B
S-120 COMPREHENSIVE - FRAMING - 2ND FLOOR PLAN
S-121 FRAMING - 2ND FLOOR PLAN - AREA A
S-122 FRAMING - 2ND FLOOR PLAN - AREA B
S-130 COMPREHENSIVE - FRAMING - ROOF PLAN
S-131 FRAMING - ROOF PLAN - AREA A
S-132 FRAMING - ROOF PLAN - AREA B
S-133 FRAMING - HIGH ROOF PLAN
S-501 FOUNDATION DETAILS
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N G
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NOT FOR
CONSTRUCTION
SHEET OF
SHEET ID
U S
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N G
IN
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C H
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D B
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A N
S I D
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D A
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M B
I( A
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C O
N T
R A
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N O
S O
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A
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N N
O
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3 5 7 9 11 13 15 17 19
L
J
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A
D A
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M A
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D E
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2 4 6 8 10 12 14 16 18 20
P
M
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H
F
D
B
G-003
D R
A W
IN
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I N
D E
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H A
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W
E S
T V
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A Y
L O
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T C
T O
F C
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A
F O
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W O
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H T
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M
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H A
E L B
A K
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I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
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D A
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S T
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A
N O
B .M
IL
A
N O
J A
S O
N T
A C
K E
T T
C P
O P
O V
IC
H
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
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IT
L E
O P
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SCHEDULE - SHEET INDEX CONT.
SHEET INFORMATION
NUMBER NAME
ELECTRICAL
E-001 ELECTRICAL SYMBOLS, SCHEDULES, & NOTES
E-002 ELECTRICAL SYMBOLS & NOTES
EG110 GROUNDING - COMPREHENSIVE - 1ST FLOOR PLAN
ES100 ELECTRICAL - SITE PLAN
ES101 TELECOM - SITE PLAN
EL110 LIGHTING - COMPREHENSIVE - 1ST FLOOR PLAN
EL111 LIGHTING - 1ST FLOOR PLAN - AREA A
EL112 LIGHTING - 1ST FLOOR PLAN - AREA B
EL120 LIGHTING - COMPREHENSIVE - 2ND FLOOR
EL121 LIGHTING - 2ND FLOOR PLAN - AREA A
EL122 LIGHTING - 2ND FLOOR PLAN - AREA B
EP110 POWER - COMPREHENSIVE - 1ST FLOOR PLAN
EP111 POWER - 1ST FLOOR PLAN - AREA A
EP112 POWER - 1ST FLOOR PLAN - AREA B
EP120 POWER - COMPREHENSIVE - 2ND FLOOR
EP121 POWER - 2ND FLOOR PLAN - AREA A
EP122 POWER - 2ND FLOOR PLAN - AREA B
EP130 POWER - ROOF PLAN
ET110 TELECOMMUNICATIONS - COMPREHENSIVE - 1ST FLOOR PLAN
ET111 TELECOMMUNICATIONS - 1ST FLOOR PLAN - AREA A
ET112 TELECOMMUNICATIONS - 1ST FLOOR PLAN - AREA B
ET120 TELECOMMUNICATIONS - COMPREHENSIVE - 2ND FLOOR PLAN
ET121 TELECOMMUNICATIONS - 2ND FLOOR PLAN - AREA A
ET122 TELECOMMUNICATIONS - 2ND FLOOR PLAN - AREA B
E-401 ENLARGED LIGHTING PLANS
E-402 POWER ENLARGED PLANS
E-403 POWER ENLARGED PLANS
E-404 TELECOMMUNICATIONS ENLARGED PLANS
E-405 TELECOMMUNICATIONS ENLARGED PLANS
E-406 TELECOMMUNICATIONS ENLAGED PLANS
E-407 TELECOMMUNICATIONS ENLAGED PLANS
E-501 ELECTRICAL - DETAILS
E-502 ELECTRICAL - DETAILS
E-503 ELECTRICAL - DETAILS
E-504 ELECTRICAL - DETAILS
E-505 ELECTRICAL - DETAILS
E-506 ELECTRICAL - DETAILS
E-507 ELECTRICAL - DETAILS
E-508 TELECOMMUNICATIONS DETAILS
E-509 TELECOMMUNICATIONS DETAILS
E-510 TELECOMMUNICATIONS DETAILS
E-511 TELECOMMUNICATIONS DETAILS
E-512 TELECOMMUNICATIONS DETAILS
E-513 CLIN 2 OPTION 1 RAISED FLOOR DETAILS
E-601 LIGHTING FIXTURE SCHEDULE
E-602 ELECTRICAL PANEL SCHEDULES
E-603 ELECTRICAL PANEL SCHEDULES
E-604 ELECTRICAL PANEL SCHEDULES
E-605 ELECTRICAL PANEL SCHEDULES
E-606 ELECTRICAL PANEL SCHEDULES
E-607 TELECOMMUNICATIONS SCHEDULE
E-608 TELECOMMUNICATIONS SCHEDULE
E-701 ELECTRICAL - ONELINE DIAGRAM
E-702 TELECOMMUNICATIONS BACKBONE RISER DIAGRAM
E-703 TELECOMMUNICATIONS RISER DIAGRAMS
Grand total: 55
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1. PROJECT NAME
INSTITUTIONAL DESIGN CENTER (IDC) & DISTANCE LEARNING CENTER (DLC) FACILITY, HARPER'S
FERRY, WV
2. PROJECT DESCRIPTION
THE INSTITUTIONAL DESIGN CENTER (IDC) & DISTANCE LEARNING CENTER (DLC) FACILITY IS A
TWO-STORY BUILDING CONSISTING OF CLASSROOM SPACES, OFFICES, AND BUILDING SUPPORT
SPACES.
THE FACILITY HAS BEEN ANALYZED FOR LIFE SAFETY AND FIRE PROTECTION REQUIREMENTS
USING THE CODES AND STANDARDS LISTED BELOW. CBP HAS ADOPTED THE TECHNICAL
REQUIREMENTS OF THE FAMILY OF CODES ISSUED BY THE INTERNATIONAL CODE COUNCIL
(ICC) EXCEPT CHAPTER 10 MEANS OF EGRESS. CBP HAS ADOPTED THE TECHNICAL EGRESS
REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), LIFE SAFETY CODE (NFPA 101) IN LIEU OF THE TECHNICAL EGRESS REQUIREMENTS OF THE ICC CHAPTER 10. THE IBC WILL BE USED FOR FIRE RESISTANCE REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING
HEIGHT LIMITATIONS, BUILDING SEPARATION DISTANCE REQUIREMENTS, BUILDING
CONSTRUCTION TYPE, AND OCCUPANCY SEPARATION REQUIREMENTS. NFPA 101 WILL BE USED
FOR BUILDING CONSTRUCTION RELATED TO EGRESS AND SAFETY TO LIFE. OCCUPANCY
DEFINITIONS OF NFPA 101 WILL BE USED TO DETERMINE MEANS OF EGRESS REQUIREMENTS.
3. APPLICABLE CODES AND STANDARDS
• IBC – 2018 EDITION – INTERNATIONAL BUILDING CODE
• IFC – 2018 EDITION – INTERNATIONAL FIRE CODE
• IMC – 2018 EDITION – INTERNATIONAL MECHANICAL CODE
• NFPA 10 – 2018 EDITION – STANDARD FOR PORTABLE FIRE EXTINGUISHERS
• NFPA 13 – 2019 EDITION – STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS
• NFPA 70 – 2020 EDITION – NATIONAL ELECTRICAL CODE
• NFPA 72 – 2019 EDITION – NATIONAL FIRE ALARM AND SIGNALING CODE
• NFPA 90A – 2021 EDITION – STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING &
VENTILATING SYSTEMS
• NFPA 101 – 2021 EDITION – LIFE SAFETY CODE
4. OCCUPANCY CLASSIFICATION
IBC ASSEMBLY, A-3 (IBC - SECTION 303) NFPA CHAPTER 12: ASSEMBLY
IBC BUSINESS GROUP B (IBC – SECTION 304) NFPA CHAPTER 38: BUSINESS
IBC STORAGE GROUP S-1 (IBC – SECTION 311) NFPA CHAPTER 42: STORAGE
5. CONSTRUCTION TYPE
IBC 602.2, SECTION 503 TYPE IIB
6. AREA AND HEIGHT LIMITATIONS (IBC TABLE 504.3, TABLE 504.4, AND TABLE 506.2)
THIS IS A NON-SEPARATED, MIXED USE OCCUPANCY IN ACCORDANCE WITH IBC SECTION 508.3.
ALLOWABLE BUILDING HEIGHT: 75 FEET, 3 STORIES
ACTUAL BUILDING HEIGHT: 45 FEET, 2 STORIES
7. FIRE RESISTIVE REQUIREMENTS (IBC TABLES 601 AND 602)
PRIMARY STRUCTURAL FRAME 0 HOUR RATING
EXTERIOR BEARING WALLS* 0 HOUR RATING
INTERIOR BEARING WALLS 0 HOUR RATING
EXTERIOR NON-BEARING WALLS AND PARTITIONS 0 HOUR RATING
INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HOUR RATING
FLOOR CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR RATING
ROOF CONSTRUCTION AND SECONDARY MEMBERS 0 HOUR RATING
NON STRUCTURAL ELEMENTS
EXIT STAIR ENCLOSURES 1 HOUR RATING
ELEVATOR HOISTWAYS AND MACHINE ROOMS 1 HOUR RATING
*TAKES INTO ACCOUNT THE FIRE SEPARATION DISTANCE REQUIREMENT OF IBC TABLE 602. THE FIRE SEPARATION DISTANCE IS GREATER THAN 30 FEET. WHERE DISTANCES ARE LESS THAN 30
FEET, TABLE 602 REQUIREMENTS SHALL APPLY.
8. PROTECTION FROM HAZARDS (IBC CHAPTERS 5, 10, AND 30)
WHERE TABLE 509 PERMITS AN AUTOMATIC SPRINKLER SYSTEM WITHOUT A FIRE BARRIER, THE
INCIDENTAL USES SHALL BE SEPARATED FROM THE REMAINDER OF THE BUILDING BY
CONSTRUCTION CAPABLE OF LIMITING THE PASSAGE OF SMOKE IN ACCORDANCE WITH IBC
SECTION 509.4.2.
ELEVATORS HOISTWAYS SHALL BE ENCLOSED IN FIRE BARRIERS HAVING A MINIMUM FIRE
RESISTANCE RATING OF 1-HOUR IN ACCORDANCE WITH IBC SECTION 713.4. ELEVATOR CONTROL
ROOMS THAT DO NOT ABUT AND DO NOT HAVE OPENINGS INTO THE HOISTWAY ENCLOSURE
THEY SERVE ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED IN BUILDINGS 4 STORIES OR
FEWER IN ACCORDANCE WITH IBC SECTION 3005.4.
EXIT ENCLOSURES SHALL BE ENCLOSED IN MATERIALS HAVING A MINIMUM FIRE RESISTANCE
RATING OF 1-HOUR IN ACCORDANCE WITH IBC SECTION 1023.2. ASSEMBLY OCCUPANCIES
PROTECTED BY AN APPROVED, AUTOMATIC SPRINKLER SYSTEM SHALL BE PERMITTED TO HAVE
UNPROTECTED OPENINGS BETWEEN ANY TWO ADJACENT FLOORS IN ACCORDANCE WITH NFPA
101 SECTION 12.3.1.
9. OPENING PROTECTION AND PENETRATION REQUIREMENTS (IBC CHAPTER 7)
PENETRATIONS FOR CABLES, CONDUITS, PIPES, AND SIMILAR ITEMS TO ACCOMMODATE
ELECTRICAL, MECHANICAL, PLUMBING, AND COMMUNICATIONS SYSTEMS THAT PASS THROUGH
FIRE BARRIERS SHALL BE PROTECTED BY APPROVED FIRESTOP SYSTEMS OR DEVICES TESTED
IN ACCORDANCE WITH ASTM E 814 OR ANSI / UL 1479.
JOINTS MADE WITHIN OR AT THE PERIMETER OF FIRE BARRIERS SHALL BE PROTECTED WITH A JOINT SYSTEM THAT IS CAPABLE OF LIMITING THE TRANSFER OF FIRE. JOINTS MADE WITHIN OR
BETWEEN FIRE BARRIERS SHALL BE PROTECTED WITH A FIRE-TIGHT JOINT SYSTEM THAT IS
CAPABLE OF LIMITING THE TRANSFER OF FIRE. JOINTS MADE WITHIN OR BETWEEN FIRE
RESISTANCE-RATED ASSEMBLIES SHALL BE PROTECTED WITH A JOINT SYSTEM TESTED IN
ACCORDANCE WITH ASTM E1966 OR ANSI / UL 2079.
PENETRATIONS AND JOINTS THROUGH SMOKE PARTITIONS SHALL BE PROTECTED BY A SYSTEM
THAT IS CAPABLE OF LIMITING THE TRANSFER OF SMOKE.
FIREBLOCKING AND DRAFTSTOPPING ARE NOT REQUIRED IN NON-COMBUSTIBLE CONSTRUCTION
(IBC 718.2, 718.3, AND 718.4)
10. STRUCTURAL ELEMENTS SUPPORTING FIRE BARRIER AND EXIT COMPONENTS (IBC SECTION
707)
THE SUPPORTING CONSTRUCTION FOR A FIRE BARRIER SHALL BE PROTECTED TO AFFORD THE
REQUIRED FIRE-RESISTANCE RATING OF THE FIRE BARRIER SUPPORTED. HOLLOW VERTICAL
SPACES WITHIN A FIRE BARRIER SHALL BE FIREBLOCKED IN ACCORDANCE WITH SECTION 718.2 AT
EVERY LEVEL.
• SUPPORTING CONSTRUCTION FOR 1-HOUR FIRE BARRIERS REQUIRED BY TABLE 509 IN
BUILDINGS OF TYPE IIB CONSTRUCTION IS NOT REQUIRED TO BE FIRE RESISTANCE RATED
UNLESS OTHERWISE REQUIRED.
11. MARKING AND IDENTIFICATION OF FIRE BARRIER AND SMOKE PARTITION (IBC 703.7)
FIRE BARRIERS AND SMOKE PETITIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED
WITH SIGNS OF STENCILING. SUCH IDENTIFICATION SHALL:
• BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, CEILING, OR ATTIC SPACE.
• BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT
EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITIONS.
• INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH
STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING “FIRE
BARRIER AND/OR SMOKE PARTITION – PROTECT ALL OPENINGS” OR OTHER WORDING.
12. INTERIOR FINISHES CLASSIFICATION LIMITS
NFPA 101, TABLE A.10.2.2
13. INSULATION REQUIREMENTS (IBC SECTION 720.1)
INSULATING MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF IBC SECTION 720.1. WHERE A FLAME SPREAD INDEX OR A SMOKE-DEVELOPED INDEX IS SPECIFIED IN THIS SECTION, SUCH INDEX SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E84 OR UL 723. ANY MATERIAL THAT IS
SUBJECT TO AN INCREASE IN FLAME SPREAD INDEX OR SMOKE-DEVELOPED INDEX BEYOND THE
HEREIN ESTABLISHED THROUGH THE EFFECTS OF AGE, MOISTURE OR OTHER ATMOSPHERIC
CONDITIONS SHALL NOT BE PERMITTED. INSULATING MATERIALS, WHEN TESTED IN ACCORDANCE
WITH THE REQUIREMENTS OF THIS SECTION, SHALL INCLUDE FACINGS, WHEN USED, SUCH
AS VAPOR RETARDERS, VAPOR PERMEABLE MEMBRANES AND SIMILAR COVERINGS, AND ALL
LAYERS OF SINGLE AND MULTILAYER REFLECTIVE FOIL INSULATION AND SIMILAR MATERIALS.
14. FIRE AND SMOKE DAMPERS (IBC SECTION 717)
AIR-TRANSFER OPENINGS IN A FIRE-RATED ASSEMBLY SHALL BE PROVIDED WITH APPROVED FIRE
DAMPERS. THE MINIMUM FIRE DAMPER RATING SHALL BE 90 MINUTES.
AIR-TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL BE PROVIDED WITH APPROVED SMOKE
DAMPERS.
15. MEANS OF EGRESS (NFPA 101)
THE FLOOR PLAN LAYOUT AND CORRIDORS WILL BE DESIGNED TO MEET APPLICABLE BUILDING
CODE REQUIREMENTS FOR FIRE AND LIFE SAFETY AND OCCUPANT EGRESS.
PER NFPA 101, EXIT ACCESS FROM ROOMS OR SPACES SHALL BE PERMITTED TO BE THROUGH
ADJOINING OR INTERVENING ROOMS OR AREAS, PROVIDED THAT SUCH ROOMS OR AREAS ARE
ACCESSORY TO THE AREA SERVED.
EXITS AND STAIRS SHALL MEET NFPA 101 SECTION 7.3.3. ALL DOORS AND CORRIDORS ARE TO BE SIZED AT 0.2 INCHES PER OCCUPANT, NOT LESS THAN 32 INCHES, USING THE EXIT. STAIRS WILL
BE SIZED AT 0.3 INCHES PER OCCUPANT, NOT LESS THAN 44 INCHES, USING THE STAIR.
16. OCCUPANT LOAD AND EGRESS CAPACITY CALCULATION
17. DISCHARGE FROM EXITS (NFPA 101, 7.7)
BUILDING EXITS SHALL TERMINATE DIRECTLY AT A PUBLIC WAY IN ACCORDANCE WITH NFPA 101, SECTION 7.7.
18. ILLUMINATION OF MEANS OF EGRESS (NFPA 101, 7.8)
MEANS OF EGRESS SHALL BE ILLUMINATED IN ACCORDANCE WITH NFPA 101 SECTION 7.8. THE PROVIDED ILLUMINATION FOR STAIRS IS AT LEAST 10 FC AT THE WALKING SURFACE. THE PROVIDED MINIMUM ILLUMINATION AT THE FLOOR FOR NON-STAIR SPACES IS 1 FC AT THE FLOOR. REFER TO LIGHTING SHEETS.
19. EMERGENCY LIGHTING (NFPA 101, 7.9)
EMERGENCY LIGHTING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 101 SECTION 7.9. EMERGENCY LIGHTING FIXTURES ARE PROVIDED SUCH THAT INITIAL ILLUMINATION OF NOT LESS THAN AN AVERAGE OF 1 FC, AND NOT LESS THAN 0.1 FC AT ANY POINT ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL. REFER
TO LIGHTING SHEETS.
20. MARKINGS OF MEANS OF EGRESS (NFPA 101, 7.10)
MEANS OF EGRESS SHALL HAVE SIGNS IN ACCORDANCE WITH NFPA 101 SECTION 7.10.
21. PORTABLE FIRE EXTINGUISHERS (IBC SECTION 906)
PER FACILITY REQUIREMENT, FIRE EXTINGUISHERS AND CABINETS SHALL BE
LOCATED IN ACCORDANCE WITH NFPA 10. THE DISTRIBUTION OF EXTINGUISHERS
SHALL BE IN ACCORDANCE WITH NFPA 10. IN FINISHED AREAS, THE FIRE
EXTINGUISHER CABINETS SHALL BE FLUSH MOUNT CABINETS.
22. FIRE DEPARTMENT ACCESS (IFC SECTION 503)
FIRE DEPARTMENT ACCESS SHALL BE PROVIDED IN ACCORDANCE WITH IFC
SECTION 503. FIRE DEPARTMENT ACCESS ROADS SHALL BE NO LESS THAN 20
FEET UNOBSTRUCTED AND DESIGNED FOR THE WEIGHT OF APPARATUS.
23. AUTOMATIC SPRINKLERS AND OTHER EXTINGUISHING EQUIPMENT (IBC
SECTION 903 AND NFPA 13)
THE ENTIRE BUILDING SHALL BE PROTECTED THROUGHOUT WITH A
HYDRAULICALLY CALCULATED AUTOMATIC WET-PIPE SPRINKLER SYSTEM. DESIGN
CRITERIA SHALL BE IN ACCORDANCE WITH NFPA 13. REFER TO FIRE PROTECTION
DRAWINGS FOR MORE INFORMATION.
24. FIRE ALARM AND MASS NOTIFICATION SYSTEMS (IBC AND NFPA 72)
FIRE ALARM AND MASS NOTIFICATION WILL BE PROVIDED IN ACCORDANCE WITH
THE IBC AND NFPA 72. THE SYSTEM SHALL CONSIST OF MANUAL PULL STATIONS,
STROBES, SPEAKERS, SPRINKLER FLOW AND VALVE TAMPER SUPERVISION, AND
SMOKE DETECTORS WITHIN THE HVAC SYSTEMS AS REQUIRED BY THE IMC. REFER
TO FIRE ALARM DRAWINGS FOR MORE INFORMATION.
26. AREA OF REFUGE (NFPA 101)
THE BUILDING CONSISTS OF ONE ACCESSIBLE STORY THAT IS ONE OR MORE
STORIES ABOVE THE EXIT DISCHARGE CONTAINING A BUSINESS OCCUPANCY.
THEREFORE, AN AREA OF REFUGE IS PROVIDED FOR THE BUILDING IN
ACCORDANCE WITH NFPA 101 SECTION 7.2.12 AS PART OF AN ACCESSIBLE MEANS
OF EGRESS AS REQUIRED BY NFPA 101 SECTION 7.5.4. IN A FULLY SPRINKLERED
BUILDING, THE AREA OF REFUGE IS DEFINED AS A STORY IN A BUILDING THAT HAS
NOT LESS THAN TWO ACCESSIBLE ROOMS OR SPACES SEPARATED FROM EACH
OTHER BY SMOKE-RESISTING PARTITIONS IN ACCORDANCE WITH NFPA 101
SECTION 3.3.23. HOWEVER, BUSINESS OCCUPANCIES ARE PERMITTED TO BE
EXEMPTED FROM THE REQUIREMENT OF TWO ACCESSIBLE ROOMS OR SPACES
SEPARATED FROM EACH OTHER BY SMOKE-RESISTING PARTITIONS IN
ACCORDANCE WITH NFPA 101 SECTION 38.2.2.12.2. THEREFORE, THE ENTIRE FLOOR
AREA IS PERMITTED TO BE CONSIDERED THE AREA OF REFUGE. A TWO-WAY
COMMUNICATION SYSTEM WITH USE INSTRUCTIONS WILL BE PROVIDED AT THE
ELEVATOR LOBBY IN ACCORDANCE WITH NFPA 101 SECTION 7.2.12.1.1.
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STORAGE, S-1 52,500
BUSINESS 69,000
ASSEMBLY, A-3 28,500
16,150 16,150
OCCUPANCY
ALLOWABLE AREA FOR
MULTI-STORY
SPRINKLERED BUILDING
(SQ. FT)
GROSS AREA (SQ.
FT.)
FIRST FLOOR
GROSS AREA
(SQ. FT.)
SECOND FLOOR
ALLOWABLE AREA CALCULATIONS CONSTRUCTION TYPE IIB
SMOKE PARTITIONS - SELF-CLOSING
FIRE BARRIERS 1 3/4
ELEVATOR HOISTWAYS AND CONTROL ROOMS 1 1
VERTICAL ENCLOSURES (EXIT ENCLOSURES) 1 1
COMPONENTS
WALLS AND
PARTITIONS (HOUR)
FIRE DOOR
ASSEMBLIES (HOUR)
CLASS A INTERIOR WALL AND CEILING FINISH- FLAME SPREAD INDEX 0-25, SMOKE DEVELOPED 0-450 CLASS B INTERIOR WALL AND CEILING FINISH- FLAME SPREAD INDEX 26-75, SMOKE DEVELOPED 0-450 CLASS C INTERIOR WALL AND CEILING FINISH- FLAME SPREAD INDEX 76-200, SMOKE DEVELOPED 0-450
CLASS I INTERIOR FLOOR FINISH- CRITICAL RADIANT FLUX NOT LESS THAN 0.45 W/CM2
CLASS II INTERIOR FLOOR FINISH- CRITICAL RADIANT FLUX NOT MORE THAN 0.22 W/CM^2 BUT LESS THAN 0.45 W/CM2
CLASS I OR II CLASS I OR II N/A
ORDINARY HAZARD
STORAGE
CLASS A OR B CLASS A, B, OR C CLASS A, B, OR C
CLASS I OR II CLASS I OR II N/A
NEW BUSINESS
CLASS A, B, OR C CLASS A OR B CLASS A, B, OR C
CLASS I OR II CLASS I OR II N/A
ASSEMBLY, A-3
CLASS A, B, OR C CLASS A OR B CLASS A, B, OR C
OCCUPANCY
EXIT ENCLOSURES AND EXIT
PASSAGEWAYS
CORRIDORS ROOMS AND ENCLOSED SPACES
INTERIOR FINISH CLASSIFICATION, SPRINKLERED
EXITS REQUIRED: 3
EXITS PROVIDED: 7 DIRECT EXITS AND 2 EXITS FOR
EXTERIOR ACCESS TO MECHANICAL AND
ELECTRICAL ROOMS
TOTAL OCCUPANT LOAD 16,150 590
ELECTRICAL/TELECOMM 500 510 2
MECHANICAL ROOM 500 834 2
KITCHENETTE 15 287 20
STORAGE 500 197 1
COLLABORATION 115 30 170 6
COLLABORATION 114 30 177 6
COLLABORATION 113 30 175 6
COLLABORATION 112 SEAT COUNT 290 14
COLLABORATION 110 SEAT COUNT 275 14
COLLABORATION 109 30 169 6
COLLABORATION 108 30 169 6
COLLABORATION 107 30 165 6
LOBBY 15 2,652 177
CLASSROOM 106 20 1,976 99
CLASSROOM 104.1 20 1,963 99
CLASSROOM 104.2 20 1,954 98
BUSINESS 150 4,187 28
USE
OCCUPANT LOAD FACTOR
(SQ. FT/PERSON)
AREA (SQ. FT.) OCCUPANT LOAD
FIRST FLOOR OCCUPANT LOAD CALCULATION SUMMARY:
NFPA 101, TABLE 7.3.1.2.
EXITS REQUIRED: 2 EXITS PROVIDED: 2
TOTAL OCCUPANT LOAD 16,150 230
ELECTRICAL/TELECOMM 500 320 1
MECHANICAL 500 516 2
STORAGE 500 177 1
CONFERENCE 15 567 38
BREAK ROOM 15 44 3
COLLABORATION AREA 218 30 378 13
DESIGN ROOM 6 30 187 7
DESIGN ROOM 5 30 181 7
DESIGN ROOM 4 30 181 7
DESIGN ROOM 3 30 180 6
DESIGN ROOM 2 30 180 6
DESIGN ROOM 1 30 180 6
CONFERENCE ROOM 213 SEAT COUNT 400 18
KITCHENETTE 15 309 21
TECH/COMMS 216 SEAT COUNT 707 16
BUSINESS 150 11,643 78
USE
OCCUPANT LOAD FACTOR
(SQ. FT/PERSON)
AREA (SQ. FT.) OCCUPANT LOAD
SECOND FLOOR OCCUPANT LOAD CALCULATION SUMMARY:
NFPA 101, TABLE 7.3.1.2.
CAPACITY REQUIRED: 590 OCCUPANTS CAPACITY PROVIDED: 1,530 OCCUPANTS
IRE-2 32 68 340
EXTERIOR ACCESS TO ELECTRICAL ROOM
IRE-1 32 68 340
EXTERIOR ACCESS TO MECHANICAL ROOM
E-7 32 34 170
E-6 32 34 170
E-5 32 34 170
E-4 32 68 340
E-3 32 34 170
E-2 32 34 170
E-1 32 68 340
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT CAPACITY
EXIT CAPACITY NFPA 101, 7.2.1.2.3
CAPACITY REQUIRED: 230 OCCUPANTS CAPACITY PROVIDED: 320 OCCUPANTS
S-2 44 48 160
S-1 44 48 160
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT
CAPACITY
EXIT CAPACITY NFPA 101, 7.2.1.2.3
FIRE PROTECTION / LIFE SAFETY CODE SUBMITTAL FIRE PROTECTION / LIFE SAFETY CODE SUBMITTAL (CONT.) FIRE PROTECTION / LIFE SAFETY CODE SUBMITTAL FIRE PROTECTION / LIFE SAFETY CODE SUBMITTAL (CONT.)
STORAGE, ORDINARY HAZARD 100 100 400
NEW BUSINESS 50 100 300
ASSEMBLY > 50 PERSONS 20 20 250
ASSEMBLY ≤ 50 PERSONS 20 75 250
OCCUPANCY DEAD END (FT) COMMON PATH (FT) TRAVEL DISTANCE (FT)
EGRESS LIMITATIONS -SPRINKLERED FACILITY NFPA 101, TABLE A.7.6
FD
1 1.1 2 3 3.2 4 5 6 7 8 9 109.9
D
C
B.9
B.5
B
A.8
A
A.1
AA
H
R
1 HR
H
R
S P
SP
S P
H
R
1 HR
1 HR
1 HR
H
R
1 HR
SP
S P
S P
74'
75'
2'
1'
4.8 6.211
6'
G -1
G -1
G -1
G -1
37'
7'
1 HOUR FIRE
BARRIER
LEGEND
DESCRIPTION SYMBOL
SMOKE PARTITION
TRAVEL
DISTANCE
COMMON PATH
OF TRAVEL
DEAD END
1 HR RATED
ENCLOSURE
0'
SP
1 HR
0'
0'
EXIT/STAIR
TAG
EXIT/STAIR NUMBER
CLEAR WIDTH
EGRESS CAPACITY
ANTICIPATED LOAD
GENERAL SHEET NOTES
1. SEE SHEET G-003 FOR LIFE SAFETY CODE ANALYSIS.
2. ALL OCCUPANCIES ARE CONSIDERED BUSINESS
UNLESS NOTED OTHERWISE. SEE AREA PLANS FOR
OCCUPANCY CLASSIFICATION.
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IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A B
KEY PLAN
G-110
L
IF
E S
A F
E T
Y
F
IR
S T
F L O
O R
P L A
N
C O
M P
R E
H E
N S
IV
E
H A
R P
E R
S F
E R
R Y
W
E S
T V
IR
G
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
D W
A L T
E R
D W
A L T
E R
J A
S O
N T
A C
K E
T T
O P
A R
K
IN
S O
N
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
SCALE: 3/32" = 1'-0"
LIFE SAFETY - FIRST FLOOR PLAN - COMPREHENSIVE
B2
E-1
E-2
E-3
IRE-1
E-4
IRE-2
E-5
E-6
E-7
PLAN NORTH
0 4' 8' 16'
1/8"=1'-0SCALE:
KEYNOTES
1 PROVIDE A KNOX BOX AT THE FIRE DEPARTMENT MAIN
ENTRANCE TO THE FACILITY.
FE
FEC
FEC
F E
C
F E
F E
C F
E C
GENERAL SHEET NOTES
1. SEE SHEET G-003 FOR LIFE SAFETY CODE ANALYSIS.
2. EXIT SIGNS AND FIRE EXTINGUISHERS ARE SHOWN FOR
REFERENCE ONLY. SEE ELECTRICAL AND
ARCHITECTURE SHEETS FOR EXACT DETAILS AND
LOCATIONS.
3. ALL OCCUPANCIES ARE CONSIDERED BUSINESS
UNLESS NOTED OTHERWISE.
4. SEAT COUNT IS USED FOR OCCUPANT LOAD
CALCULATIONS WHERE THE FURNITURE LAYOUT OF THE
ROOM INDICATES A GREATER OCCUPANT LOAD THAN
THE PRESCRIBED FACTOR AS PERMITTED BY NFPA 101:
7.3.1.3.1.
1 HOUR FIRE
BARRIER
LEGEND
DESCRIPTION SYMBOL
SMOKE PARTITION
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
OCCUPANCY
LOAD
EXIT SIGN
TRAVEL
DISTANCE
COMMON PATH
OF TRAVEL
DEAD END
OCCUPANT LOAD
FACTOR
[X/Y]
PERSONS/SQUARE FEET
1 HR RATED
CEILING
0'
SP
1 HR
0'
0'
EXIT/STAIR
TAG
EXIT/STAIR NUMBER
CLEAR WIDTH
EGRESS CAPACITY
ANTICIPATED LOAD
H
R
1 HR
H
R
1 HR
H
R
1 HR
SP
S P
S P
1 1.1 2 3 3.2 4 5
D
C
B.9
B.5
B
A.8
A
A.1
AA
[1/20]
[1/20]
LOBBY
L100
[1/15]
2'
1'
ROOM DIAGONAL LENGTH: 66'-9"
EXIT REMOTENESS DISTANCE: 55'-10"
EXIT REMOTENESS DISTANCE: 55'-9"
G -1
G
-1
ROOM D
IAGONAL LENGTH: 6
5'-6
4.8
CLOSET
104B
CLASSROOM 1
104.2
CLASSROOM 2
104.1
CLOSET
104A
VESTIBULE
V101
CORRIDOR
C101
STAIR B
STB1
ELEV LOBBY
C100
MECH
VESTIBULE
V100
JAN
TELE / COM
ELEV
STAIR A
STA1
A-3
A-3 A-3
7'
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
M B
I( A
E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A B
KEY PLAN
G-111
L
IF
E S
A F
E T
Y
F
IR
S T
F L O
O R
P L A
N
A R
E A
A
H A
R P
E R
S F
E R
R Y
W
E S
T V
IR
G
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
D W
A L T
E R
D W
A L T
E R
J A
S O
N T
A C
K E
T T
O P
A R
K
IN
S O
N
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
STORAGE, ORDINARY HAZARD 100 100 400
NEW BUSINESS 50 100 300
ASSEMBLY > 50 PERSONS 20 20 250
ASSEMBLY ≤ 50 PERSONS 20 75 250
OCCUPANCY DEAD END (FT) COMMON PATH (FT) TRAVEL DISTANCE (FT)
EGRESS LIMITATIONS -SPRINKLERED FACILITY NFPA 101, TABLE A.7.6
EXITS REQUIRED: 3
EXITS PROVIDED: 7 DIRECT EXITS AND 2 EXITS FOR
EXTERIOR ACCESS TO MECHANICAL AND
ELECTRICAL ROOMS
TOTAL OCCUPANT LOAD 16,150 590
ELECTRICAL/TELECOMM 500 510 2
MECHANICAL ROOM 500 834 2
KITCHENETTE 15 287 20
STORAGE 500 197 1
COLLABORATION 115 30 170 6
COLLABORATION 114 30 177 6
COLLABORATION 113 30 175 6
COLLABORATION 112 SEAT COUNT 290 14
COLLABORATION 110 SEAT COUNT 275 14
COLLABORATION 109 30 169 6
COLLABORATION 108 30 169 6
COLLABORATION 107 30 165 6
LOBBY 15 2,652 177
CLASSROOM 106 20 1,976 99
CLASSROOM 104.1 20 1,963 99
CLASSROOM 104.2 20 1,954 98
BUSINESS 150 4,187 28
USE
OCCUPANT LOAD FACTOR
(SQ. FT/PERSON)
AREA (SQ. FT.) OCCUPANT LOAD
FIRST FLOOR OCCUPANT LOAD CALCULATION SUMMARY:
NFPA 101, TABLE 7.3.1.2.
SCALE: 1/8" = 1'-0"
LIFE SAFETY - FIRST FLOOR PLAN - AREA A
A2
PLAN NORTH
0 4' 8' 16'
1/8"=1'-0SCALE:
CAPACITY REQUIRED: 590 OCCUPANTS CAPACITY PROVIDED: 1,530 OCCUPANTS
IRE-2 32 68 340 2
EXTERIOR ACCESS TO ELECTRICAL ROOM
IRE-1 32 68 340 2
EXTERIOR ACCESS TO MECHANICAL ROOM
E-7 32 34 170 66
E-6 32 34 170 66
E-5 32 34 170 40
E-4 32 68 340 144
E-3 32 34 170 60
E-2 32 34 170 66
E-1 32 68 340 144
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT CAPACITY
ANTICIPATED
OCCUPANT USAGE
EXIT CAPACITY NFPA 101, 7.2.1.2.3
CAPACITY REQUIRED: 230 OCCUPANTS CAPACITY PROVIDED: 320 OCCUPANTS
S-2 44 48 160
S-1 44 48 160
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT
CAPACITY
EXIT CAPACITY NFPA 101, 7.2.1.2.3
E-1
E-4
E-5
E-6
E-7
IRE-2
KEYNOTES
1 PROVIDE A TWO-WAY COMMUNICATION SYSTEM AT THE
ELEVATOR LANDING IN ACCORDANCE WITH NFPA 101:
7.2.12.1.1.
FD
F E
F E
C
F E
C
FE
FEC
GENERAL SHEET NOTES
1. SEE SHEET G-003 FOR LIFE SAFETY CODE ANALYSIS.
2. EXIT SIGNS AND FIRE EXTINGUISHERS ARE SHOWN FOR
REFERENCE ONLY. SEE ELECTRICAL AND
ARCHITECTURE SHEETS FOR EXACT DETAILS AND
LOCATIONS.
3. ALL OCCUPANCIES ARE CONSIDERED BUSINESS
UNLESS NOTED OTHERWISE.
4. SEAT COUNT IS USED FOR OCCUPANT LOAD
CALCULATIONS WHERE THE FURNITURE LAYOUT OF THE
ROOM INDICATES A GREATER OCCUPANT LOAD THAN
THE PRESCRIBED FACTOR AS PERMITTED BY NFPA 101:
7.3.1.3.1.
S P
SP
S P
H
R
1 HR
1 HR
6 14
74'
7'
6 7 8 9 109.9
D
C
B.9
B.5
B
A.8
A
A.1
AA
[1/30]
[1/30]
[1/30] [SEAT COUNT]
[SEAT COUNT]
[1/30][1/30][1/30]
[1/20]
EXIT REMOTENESS DISTANCE: 56'-8"
[1/15]
G -1
G
-1
ROOM DIAGONAL LENGTH: 63'-7"
6.2
CLASSROOM 3
CLOSET
106A
COLLABORATION
115 COLLABORATION
COLLABORATION
COLLABORATION/ CONF
VESTIBULE
V101
COLLABORATION/ CONF
COLLABORATION
COLLABORATION
COLLABORATION
STAIR C
STC1
KITCHENETTE
MEN'S
G101
WOMEN'S
G100
VESTIBULE
V100
ELEC
CORRIDOR
C103
COPY
CORRIDOR
C102
6'
A-3
LOBBY
L100
[1/15]
A-3
37'
7'
1 HOUR FIRE
BARRIER
LEGEND
DESCRIPTION SYMBOL
SMOKE PARTITION
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
OCCUPANCY
LOAD
EXIT SIGN
TRAVEL
DISTANCE
COMMON PATH
OF TRAVEL
DEAD END
OCCUPANT LOAD
FACTOR
[X/Y]
PERSONS/SQUARE FEET
1 HR RATED
ENCLOSURE
0'
SP
1 HR
0'
0'
EXIT/STAIR
TAG
EXIT/STAIR NUMBER
CLEAR WIDTH
EGRESS CAPACITY
ANTICIPATED LOAD
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
M B
I( A
E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A B
KEY PLAN
G-112
L
IF
E S
A F
E T
Y
F
IR
S T
F L O
O R
P L A
N
A R
E A
B
H A
R P
E R
S F
E R
R Y
W
E S
T V
IR
G
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
D W
A L T
E R
D W
A L T
E R
J A
S O
N T
A C
K E
T T
O P
A R
K
IN
S O
N
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
STORAGE, ORDINARY HAZARD 100 100 400
NEW BUSINESS 50 100 300
ASSEMBLY > 50 PERSONS 20 20 250
ASSEMBLY ≤ 50 PERSONS 20 75 250
OCCUPANCY DEAD END (FT) COMMON PATH (FT) TRAVEL DISTANCE (FT)
EGRESS LIMITATIONS -SPRINKLERED FACILITY NFPA 101, TABLE A.7.6
EXITS REQUIRED: 3
EXITS PROVIDED: 7 DIRECT EXITS AND 2 EXITS FOR
EXTERIOR ACCESS TO MECHANICAL AND
ELECTRICAL ROOMS
TOTAL OCCUPANT LOAD 16,150 590
ELECTRICAL/TELECOMM 500 510 2
MECHANICAL ROOM 500 834 2
KITCHENETTE 15 287 20
STORAGE 500 197 1
COLLABORATION 115 30 170 6
COLLABORATION 114 30 177 6
COLLABORATION 113 30 175 6
COLLABORATION 112 SEAT COUNT 290 14
COLLABORATION 110 SEAT COUNT 275 14
COLLABORATION 109 30 169 6
COLLABORATION 108 30 169 6
COLLABORATION 107 30 165 6
LOBBY 15 2,652 177
CLASSROOM 106 20 1,976 99
CLASSROOM 104.1 20 1,963 99
CLASSROOM 104.2 20 1,954 98
BUSINESS 150 4,187 28
USE
OCCUPANT LOAD FACTOR
(SQ. FT/PERSON)
AREA (SQ. FT.) OCCUPANT LOAD
FIRST FLOOR OCCUPANT LOAD CALCULATION SUMMARY:
NFPA 101, TABLE 7.3.1.2.
SCALE: 1/8" = 1'-0"
LIFE SAFETY - FIRST FLOOR PLAN - AREA B
A2
PLAN NORTH
0 4' 8' 16'
1/8"=1'-0SCALE:
KEYNOTES
1 IN ACCORDANCE WITH NFPA 101 SECTION 38.2.4.3, A
SINGLE EXIT SHALL BE PERMITTED FOR AN AREA WITH A
TOTAL OCCUPANT LOAD OF LESS THAN 100 PERSONS
PROVIDED THE EXIT DISCHARGES DIRECTLY TO OUTSIDE
AT THE LEVEL OF EXIT DISCHARGE FOR THE BUILDING
AND THE TOTAL DISTANCE OF TRAVEL FROM ANY POINT
TO THE EXIT DISCHARGE DOES NOT EXCEED 100 FT.
2 PROVIDE A KNOX BOX AT THE FIRE DEPARTMENT MAIN
ENTRANCE TO THE FACILITY.
E-1
E-2
E-3
E-4
CAPACITY REQUIRED: 590 OCCUPANTS CAPACITY PROVIDED: 1,530 OCCUPANTS
IRE-2 32 68 340 2
EXTERIOR ACCESS TO ELECTRICAL ROOM
IRE-1 32 68 340 2
EXTERIOR ACCESS TO MECHANICAL ROOM
E-7 32 34 170 66
E-6 32 34 170 66
E-5 32 34 170 40
E-4 32 68 340 144
E-3 32 34 170 60
E-2 32 34 170 66
E-1 32 68 340 144
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT CAPACITY
ANTICIPATED
OCCUPANT USAGE
EXIT CAPACITY NFPA 101, 7.2.1.2.3
CAPACITY REQUIRED: 230 OCCUPANTS CAPACITY PROVIDED: 320 OCCUPANTS
S-2 44 48 160
S-1 44 48 160
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT
CAPACITY
EXIT CAPACITY NFPA 101, 7.2.1.2.3
IRE-2
1 HOUR FIRE
BARRIER
LEGEND
DESCRIPTION SYMBOL
SMOKE PARTITION
TRAVEL
DISTANCE
COMMON PATH
OF TRAVEL
DEAD END
1 HR RATED
ENCLOSURE
0'
SP
1 HR
0'
0'
EXIT/STAIR
TAG
EXIT/STAIR NUMBER
CLEAR WIDTH
EGRESS CAPACITY
ANTICIPATED LOAD
1 1.1 2 3 3.2 4 5 6 7 8 9 109.9
D
C
B.9
B.5
B
A.8
A
A.1
AA
4.811
142'
0'
160'
29'
S P
SP
S P
SP
H
R
1 HR
H
R
1 HR1 HR
H
R
1 HR
H
R
1 HR
H
R
1 HR 1 HR
H
R
1 HR
S P
SP
7'
G -1
G -1
G
-1
G -1
142'
21'
75'
GENERAL SHEET NOTES
1. SEE SHEET G-003 FOR LIFE SAFETY CODE ANALYSIS.
2. ALL OCCUPANCIES ARE CONSIDERED BUSINESS
UNLESS NOTED OTHERWISE. SEE AREA PLANS FOR
OCCUPANCY CLASSIFICATION.
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
M B
I( A
E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A B
KEY PLAN
G-120
L
IF
E S
A F
E T
Y
S E
C O
N D
F L O
O R
P L A
N
C O
M P
R E
H E
N S
IV
E
H A
R P
E R
S F
E R
R Y
W
E S
T V
IR
G
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
D W
A L T
E R
D W
A L T
E R
J A
S O
N T
A C
K E
T T
O P
A R
K
IN
S O
N
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
SCALE: 3/32" = 1'-0"
LIFE SAFETY - SECOND FLOOR PLAN - COMPREHENSIVE
B3
S-1
S-2
PLAN NORTH
0 4' 8' 16'
1/8"=1'-0SCALE:
F E
FEC
FE
FEC
6 6 6
[1/30]
[SEAT COUNT]
[1/30] [1/30] [1/30]
160'
[SEAT COUNT]
S P
SP
S P
SP
H
R
1 HR
H
R
1 HR1 HR
H
R
1 HR
H
R
1 HR
H
R
1 HR
7'
1 1.1 2 3 3.2 4 5
D
C
B.9
B.5
B
A.8
A
A.1
AA
G -1
G
-1
4.8
2 PERSON OFFICE
OFFICE
OFFICE
DESIGN ROOM 1
DESIGN ROOM 3
OPEN STAFF BAY
ELEV LOBBY
C200
TECH / COMMS
CORRIDOR
C203
LAN/SWITCH
DESIGN ROOM 2
CONFERENCE ROOM
STAIR B
STB1
TELE / COMM
OFFICE
COLLABORATION AREA
CORRIDOR
C202
STAIR A
STA1
CORRIDOR
C204
142'
ELEV
MECHANICAL
JAN
GENERAL SHEET NOTES
1. SEE SHEET G-003 FOR LIFE SAFETY CODE ANALYSIS.
2. EXIT SIGNS AND FIRE EXTINGUISHERS ARE SHOWN FOR
REFERENCE ONLY. SEE ELECTRICAL AND
ARCHITECTURE SHEETS FOR EXACT DETAILS AND
LOCATIONS.
3. ALL OCCUPANCIES ARE CONSIDERED BUSINESS
UNLESS NOTED OTHERWISE.
4. SEAT COUNT IS USED FOR OCCUPANT LOAD
CALCULATIONS WHERE THE FURNITURE LAYOUT OF THE
ROOM INDICATES A GREATER OCCUPANT LOAD THAN
THE PRESCRIBED FACTOR AS PERMITTED BY NFPA 101:
7.3.1.3.1.
1 HOUR FIRE
BARRIER
LEGEND
DESCRIPTION SYMBOL
SMOKE PARTITION
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
OCCUPANCY
LOAD
EXIT SIGN
TRAVEL
DISTANCE
COMMON PATH
OF TRAVEL
DEAD END
OCCUPANT LOAD
FACTOR
[X/Y]
PERSONS/SQUARE FEET
1 HOUR RATED
ENCLOSURE
0'
SP
1 HR
0'
0'
EXIT/STAIR
TAG
EXIT/STAIR NUMBER
CLEAR WIDTH
EGRESS CAPACITY
ANTICIPATED LOAD
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
M B
I( A
E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A B
KEY PLAN
G-121
L
IF
E S
A F
E T
Y
S E
C O
N D
F L O
O R
P L A
N
A R
E A
A
H A
R P
E R
S F
E R
R Y
W
E S
T V
IR
G
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
D W
A L T
E R
D W
A L T
E R
J A
S O
N T
A C
K E
T T
O P
A R
K
IN
S O
N
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
CAPACITY REQUIRED: 230 OCCUPANTS CAPACITY PROVIDED: 320 OCCUPANTS
S-2 44 48 160
S-1 44 48 160
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT
CAPACITY
EXIT CAPACITY NFPA 101, 7.2.1.2.3
EXITS REQUIRED: 2 EXITS PROVIDED: 2
TOTAL OCCUPANT LOAD 16,150 230
ELECTRICAL/TELECOMM 500 320 1
MECHANICAL 500 516 2
STORAGE 500 177 1
CONFERENCE 15 567 38
BREAK ROOM 15 44 3
COLLABORATION AREA 218 30 378 13
DESIGN ROOM 6 30 187 7
DESIGN ROOM 5 30 181 7
DESIGN ROOM 4 30 181 7
DESIGN ROOM 3 30 180 6
DESIGN ROOM 2 30 180 6
DESIGN ROOM 1 30 180 6
CONFERENCE ROOM 213 SEAT COUNT 400 18
KITCHENETTE 15 309 21
TECH/COMMS 216 SEAT COUNT 707 16
BUSINESS 150 11,643 78
USE
OCCUPANT LOAD FACTOR
(SQ. FT/PERSON)
AREA (SQ. FT.) OCCUPANT LOAD
SECOND FLOOR OCCUPANT LOAD CALCULATION SUMMARY:
NFPA 101, TABLE 7.3.1.2.
SCALE: 1/8" = 1'-0"
LIFE SAFETY - SECOND FLOOR PLAN - AREA A
A2
PLAN NORTH
0 4' 8' 16'
1/8"=1'-0SCALE:
S-1
STORAGE, ORDINARY
HAZARD
100 100 400
NEW BUSINESS 50 100 300
OCCUPANCY DEAD END (FT) COMMON PATH (FT) TRAVEL DISTANCE (FT)
EGRESS LIMITATIONS -SPRINKLERED FACILITY NFPA 101, TABLE A.7.6
KEYNOTES
1 PROVIDE A TWO-WAY COMMUNICATION SYSTEM AT THE
ELEVATOR LANDING IN ACCORDANCE WITH NFPA 101:
7.2.12.1.1
F E
C
F E
C
F E
FE
FEC
GENERAL SHEET NOTES
1. SEE SHEET G-003 FOR LIFE SAFETY CODE ANALYSIS.
2. EXIT SIGNS AND FIRE EXTINGUISHERS ARE SHOWN FOR
REFERENCE ONLY. SEE ELECTRICAL AND
ARCHITECTURE SHEETS FOR EXACT DETAILS AND
LOCATIONS.
3. ALL OCCUPANCIES ARE CONSIDERED BUSINESS
UNLESS NOTED OTHERWISE.
4. SEAT COUNT IS USED FOR OCCUPANT LOAD
CALCULATIONS WHERE THE FURNITURE LAYOUT OF THE
ROOM INDICATES A GREATER OCCUPANT LOAD THAN
THE PRESCRIBED FACTOR AS PERMITTED BY NFPA 101:
7.3.1.3.1.
7 7 7
[1/30] [1/30] [1/30]
[1/15]
142'
0'
29'
1 HR
H
R
1 HR
6 7 8 9 109.9
D
C
B.9
B.5
B
A.8
A
A.1
AA
G -1
G
-1
GREEN SCREEN / SOUND
STUDIO
ELEV LOBBY
C200
CORRIDOR
C205
LAN/SWITCH
DESIGN ROOM 5
2 PERSON OFFICE
OFFICE
DESIGN ROOM 4
DESIGN ROOM 6
STORAGE
205A
STAIR C
STC1
MEN'S
G201
WOMEN'S
G200
KITCHENETTE
ELEC
CORRIDOR
C206
COPY AREA
201.1
SP
S P
UNISEX TLT
G202
21'
5'
MOTHER'S NURSING
CORRIDOR
C201
OPEN STAFF BAY
ELEV DISCONNECT
CLOSET
1 HOUR FIRE
BARRIER
LEGEND
DESCRIPTION SYMBOL
SMOKE PARTITION
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
OCCUPANCY
LOAD
EXIT SIGN
TRAVEL
DISTANCE
COMMON PATH
OF TRAVEL
DEAD END
OCCUPANT LOAD
FACTOR
[X/Y]
PERSONS/SQUARE FEET
1 HR RATED
ENCLOSURE
0'
SP
1 HR
0'
0'
EXIT/STAIR
TAG
EXIT/STAIR NUMBER
CLEAR WIDTH
EGRESS CAPACITY
ANTICIPATED LOAD
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
M B
I( A
E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A B
KEY PLAN
32410
G-122
L
IF
E S
A F
E T
Y
S E
C O
N D
F L O
O R
P L A
N
A R
E A
B
H A
R P
E R
S F
E R
R Y
W
E S
T V
IR
G
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
D W
A L T
E R
D W
A L T
E R
J A
S O
N T
A C
K E
T T
O P
A R
K
IN
S O
N
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
CAPACITY REQUIRED: 230 OCCUPANTS CAPACITY PROVIDED: 320 OCCUPANTS
S-2 44 48 160
S-1 44 48 160
EXITS
MINIMUM CLEAR
WIDTH (INCHES)
ACTUAL CLEAR WIDTH
(INCHES)
OCCUPANT
CAPACITY
EXIT CAPACITY NFPA 101, 7.2.1.2.3
EXITS REQUIRED: 2 EXITS PROVIDED: 2
TOTAL OCCUPANT LOAD 16,150 230
ELECTRICAL/TELECOMM 500 320 1
MECHANICAL 500 516 2
STORAGE 500 177 1
CONFERENCE 15 567 38
BREAK ROOM 15 44 3
COLLABORATION AREA 218 30 378 13
DESIGN ROOM 6 30 187 7
DESIGN ROOM 5 30 181 7
DESIGN ROOM 4 30 181 7
DESIGN ROOM 3 30 180 6
DESIGN ROOM 2 30 180 6
DESIGN ROOM 1 30 180 6
CONFERENCE ROOM 213 SEAT COUNT 400 18
KITCHENETTE 15 309 21
TECH/COMMS 216 SEAT COUNT 707 16
BUSINESS 150 11,643 78
USE
OCCUPANT LOAD FACTOR
(SQ. FT/PERSON)
AREA (SQ. FT.) OCCUPANT LOAD
SECOND FLOOR OCCUPANT LOAD CALCULATION SUMMARY:
NFPA 101, TABLE 7.3.1.2.
SCALE: 1/8" = 1'-0"
LIFE SAFETY - SECOND FLOOR PLAN - AREA B
A2
PLAN NORTH
0 4' 8' 16'
1/8"=1'-0SCALE:
S-2
STORAGE, ORDINARY
HAZARD
100 100 400
NEW BUSINESS 50 100 300
OCCUPANCY DEAD END (FT) COMMON PATH (FT) TRAVEL DISTANCE (FT)
EGRESS LIMITATIONS -SPRINKLERED FACILITY NFPA 101, TABLE A.7.6
1 2.12 3 4.34 5 6 7 8 9 10 13
D
H
G
C
F
E
B
J
K
L
M
2.5 11 12 12.9 14
A4
H-110
6" RAD
1ST FLOOR
0"
2ND FLOOR
15' - 0"
ROOF PLAN
29' - 0"
5 6 7 8 9
ELEV LOBBY
C200
ELEV LOBBY
C100
MEN'S
G101MECH
MEN'S
G201
MECHANICAL
FUTURE RADON
FAN LOCATION
ELECTRICAL
SWITCH ON
MECHANICAL
214 WALL
ELECTRICAL
JUNCTION BOX FOR
FUTURE CONNECTION
OF RADON FAN
EXHAUST
6" LAYER OF #5
AGGREGATE
6" RAD
PROVIDE SUCTION INDICATOR
U-TUBE MANOMETER TO VERIFY
IF SYSTEM IS ACTIVATED
4'-0"
4'-0"
6" DIAMETER
RADON VENT PIPE
T/SLAB
TYPICAL SLAB THICKNESS,
SEE STRUCTURAL DRAWINGS
6" LAYER OF #5 AGGREGATE, SEE STRUCTURAL DRAWINGS
CONCRETE SLAB
AND REINFORCING
SEE STRUCTURAL DRAWINGS
3" REINFORCED
TOPPING SLAB
4"
THICKEN COMPACTED GRANULAR
SUB-BASE ALL AROUND PIT
(SEE STRUCTURAL DRAWINGS)
GRANULAR SUB-BASE
OMITTED WITHIN PIT
8" X 16" X 8"
SOLID MASONRY BLOCK
(TYPICAL ALL 4 CORNERS)
3/4" PRESSURE
TREATED PLYWOOD
8"
MIN
8"
MIN 6" DIAMETER
PVC RADON
VENT PIPE
3" TOPPING SLAB
W/ #3 BARS @ 12" O.C.
EACH WAY OVER
3/4" PLYWOOD
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
M B
I( A
E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
32411
H-110
R A
D O
N M
IT
IG
A T
IO
N
P L A
N
F
IR
S T
F L O
O R
H A
R P
E R
S F
E R
R Y
W
E S
T V
IG
IN
IA
F O
R T
W O
R T
H D
IS
T
R
IC
T T
A Y
L O
R S
T C
T O
F C
R M
A
F O
R T
W O
R T
H T
X
-0
M
IC
H A
E L B
A K
E R
I N
T E
R N
A T
IO
N
A L
L
Y N
D O
N B
J O
H N
S O
N F
W Y
S
U
IT
E
D A
L L A
S T
X
S H
O R
N
IC
K
S H
O R
N
IC
K
J A
S O
N T
A C
K E
T T
K B
L A
N C
H
A U
G U
S T
W D
R -2
-R
-0
W G
-1 -D
-0
O P
T
IO
N T
IT
L E
O P
T
IO
N F
IE
L D
R T
A S
U B
M
IS
S
IO
N
IN
S
T R
U C
T
IO
N A
L D
E S
IG
N
C E
N T
E R
D
IS
T
A N
C E
L E
A R
N
IN
G C
E N
T E
R
P N
SCALE: 1/16" = 1'-0"
RADON MITIGATION - FIRST FLOOR
J7
GENERAL NOTES - RADON
1 THE CONTRACTOR SHALL INCORPORATE THE UNDER
FLOOR VENT STACK AND POWER PROVISIONS FOR AN
ACTIVE SOIL DEPRESSURIZATION (ASD) SYSTEM INTO
THE DESIGN AND CONSTRUCTION OF THE BUILDING, IN
ACCORDANCE WITH EPA 625-R-92-016 (1994 THIRD
PRINTING WITH ADDENDA) "RADON PREVENTION IN
DESIGN AND CONSTRUCTION OF SCHOOLS AND OTHER
LARGE BUILDINGS". AT THE COMPLETION OF
CONSTRUCTION, AND PRIOR TO OCCUPANCY, THE
CONTRACTOR SHALL PERFORM RADON TESTING TO
VERIFY INDOOR RADON CONCENTRATION. IF TESTING
SHOWS LEVELS ABOVE EPA ACTION LEVEL OF 4.0
PICOCURIES PER LITER (pCi/L), THE CONTRACTOR SHALL
INSTALL THE FAN REQUIRED TO ACTIVATE THE ASD
SYSTEM.
2 ALL COMPONENTS OF RADON MITIGATION SYSTEM (RMS)
INSTALLED IN COMPLIANCE WITH PROVISIONS OF THE
RMS SHALL ALSO BE IN COMPLIANCE WITH THE
APPLICABLE MECHANICAL, ELECTRICAL, BUILDING,
PLUMBING, ENERGY AND FIRE PREVENTION CODES, AS
WELL AS ALL LOCAL CODES, STANDARDS AND
REGULATIONS.
3 PROVIDE AND INSTALL A 10 MIL POLY VAPOR RETARDER
OVER THE ENTIRE AREA OF SLAB TO BE POURED. REFER
TO STRUCTURAL FOUNDATION PLANS.
4 ALL RADON PIPES IN THE MITIGATION SYSTEM SHALL BE
SCHEDULE 40 PVC OR EQUIVALENT PIPING MATERIAL. ALL
JOINTS AND CONNECTIONS IN THE RADON MITIGATION
SYSTEM SHALL BE PERMANENTLY SEALED AIR TIGHT
WITH ADHESIVES AS SPECIFIED BY THE MANUFACTURER
OF THE PIPE MATERIAL USED. FAN CONNECTIONS SHALL
BE REMOVEABLE COUPLINGS OR FLEXIBLE
CONNECTIONS THAT CAN BE SECURELY FASTENED TO
THE FAN AND VENT PIPE.
5 AFTER FLOOR SLAB HAS CURED SEAL ALL SLAB/WALL
CRACKS, JOINTS AND UTILITY PENETRATIONS INCLUDING
PERIMETER OF BUILDING FLOOR SLAB WITH SEALANTS
DESIGNED FOR SUCH APPLICATIONS. URETHANE
SEALANTS ARE RECOMMENDED AND SILICONE SEALANTS
ARE NOT ALLOWED AS THEY DO NOT ADHERE TO
CONCRETE VERY WELL. WHEN APPLYING SEALANTS BE
SURE THE SURFACES ARE CLEAN DRY AND FREE OF GRIT
AND THAT SURFACE TEMPERATURE IS ABOVE FREEZING.
6 LABEL THE EXPOSED RADON VENT PIPE TO IDENTIFY THE
PIPE AS A COMPONENT OF A RADON VENT SYSTEM THAT
COULD CONTAIN HAZARDOUS LEVELS OF RADON. LABELS
SHOULD BE PLACED AT LEAST EVERY 10 FT ALONG PIPE
RUNS.
7 ALL PIPING SHALL BE SUPPORTED AT LEAST…
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