VOL 3_LEE_BCOF_300_16May2016.pdf
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Volume 3 Lee BCOF 300 16May2016
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US Army Corps of Engineers ®
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PROJECT NO. 041449
NORFOLK DISTRICT
"BUILDING STRONG"
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON
INDEX OF DRAWINGS.
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
APPROVED
CHIEF, ENGINEERING BRANCH
APPROVED
ENGINEERING BRANCH DESIGN LEAD
RECOMMENDED
FY 15
CONTRACT NO.
AIT BARRACKS COMPLEX, PHASE 3
VOLUME 3
300 MAN BARRACKS
FORT LEE, VIRGINIA
VOLUME 1 SITE
VOLUME 2 600 MAN BARRACKS
VOLUME 3 300 MAN BARRACKS
VOLUME 4 DINING FACILITY
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INDEX OF DRAWINGS
SHEET ID
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NUMBER SHEET NAME
A-206 64 WEST ELEVATION
A-207 65 EAST ELEVATION
A-301 66 BUILDING SECTION (NORTH-SOUTH CORE)
A-302 67 BUILDING SECTION (NORTH-SOUTH WING)
A-303 68 BUILDING SECTION (EAST-WEST)
A-311 69 TYPICAL WALL SECTION
A-312 70 WALL SECTIONS
A-313 71 WALL SECTIONS
A-314 72 WALL SECTIONS
A-315 73 WALL SECTIONS
A-316 74 WALL SECTIONS
A-317 75 WALL SECTIONS
A-318 76 WALL SECTIONS
A-331 77 SECTION DETAILS
A-332 78 SECTION DETAILS
A-401 79 ENLARGED PLANS - 3PN
A-402 80 ENLARGED PLANS - 2PN
A-403 81 ENLARGED PLANS - 2PN IN AREA "B"
A-404 82 ENLARGED PLANS - TOILET ROOMS
A-405 83 INTERIOR ELEVATIONS - TOILETS/MISC.
A-406 84 ENLARGED DRAWINGS - LAUNDRY + SCRUB ROOM
A-407 85 ENLARGED TOILET ROOM DETAILS
A-408 86 COUNTER DETAILS
A-411 87 ENLARGED DRAWINGS - CQ DESK
A-412 88 ENLARGED DRAWINGS - DISPLAY CASE
A-421 89 ENLARGED STAIR PLANS
A-422 90 ENLARGED STAIR SECTIONS
A-423 91 STAIR DETAILS
A-431 92 ELEVATOR DRAWINGS
A-501 93 MISC. DETAILS
A-502 94 MISC. DETAILS
A-503 95 MISC. DETAILS
A-504 96 PRE-CAST SCHEDULE
A-511 97 SUSPENDED CEILING DETAIL
A-521 98 ROOF DETAILS
A-522 99 ROOF DETAILS
A-523 100 ROOF ACCESS DRAWINGS
A-531 101 EXPANSION JOINT DETAILS
A-541 102 COVERED TRAINING AREA PLANS + ELEVATIONS
A-542 103 COVERED TRAINING AREA DETAILS
A-551 104 LAWN EQUIPMENT BUILDING DRAWINGS
A-601 105 DOOR SCHEDULE
A-602 106 DOOR DETAILS
A-611 107 WINDOW DETAILS
A-612 108 LOUVER TYPES + PRECAST CONCRETE COPING DETAILS
A-901 109 NORTHEAST PERSPECTIVE
A-902 110 SOUTHWEST PERSPECTIVE
INTERIORS
F-100 111 OVERALL FIRST FLOOR FURNITURE PLAN
F-101 112 OVERALL SECOND FLOOR FURNITURE PLAN
F-102 113 FIRST FLOOR AREA "A" & "C" (2 - 5 FLOOR SIM.) FURNITURE PLAN
F-103 114 FIRST FLOOR AREA "B" FURNITURE PLAN
F-104 115 SECOND FLOOR AREA "B" FURNITURE PLAN
F-105 116 THIRD AND FOURTH FLOOR AREA "B" FURNITURE PLAN
F-106 117 FIFTH FLOOR AREA "B" FURNITURE PLAN
F-107 118 ENLARGED FURNITURE PLANS
I-100 119 FINISH MATERIAL LEGEND AND NOTES
I-101 120 INTERIOR FINISH SCHEDULE
I-200 121 FLOOR PATTERN PLAN - AREA 'A' & 'C'
I-201 122 FLOOR PATTERN PLAN - AREA 'B'
I-202 123 SECOND FLOOR PATTERN PLAN - AREA 'B'
I-300 124 SIGNAGE SCHEDULE AND DETAILS
I-301 125 SIGNAGE DETAILS
I-302 126 FIRST FLOOR (FLOOR 2 - 5 SIM.) SIGNAGE PLACEMENT PLAN - AREA 'A' & 'C'
I-303 127 FIRST FLOOR SIGNAGE PLACEMENT PLAN - AREA 'B'
I-304 128 SECOND & THIRD FLOOR SIGNAGE PLACEMENT PLAN - AREA 'B'
I-305 129 FOURTH & FIFTH FLOOR SIGNAGE PLACEMENT PLAN - AREA 'B'
INDEX OF DRAWINGS
SHEET ID
SHEET
NUMBER SHEET NAME
GENERAL
G-001 1 COVER SHEET
G-002 2 INDEX OF DRAWINGS
G-003 3 INDEX OF DRAWINGS
LIFE SAFETY
LS001 4 BUILDING AND LIFE SAFETY CODE ANALYSIS
LS101 5 300 MAN - FIRST FLOOR PLAN - LIFE SAFETY
LS102 6 300 MAN - SECOND FLOOR PLAN - LIFE SAFETY
LS103 7 300 MAN - THIRD FLOOR PLAN - LIFE SAFETY
LS104 8 300 MAN - FOURTH FLOOR PLAN - LIFE SAFETY
LS105 9 300 MAN - FIFTH FLOOR PLAN - LIFE SAFETY
STRUCTURAL
S-001 10 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS
S-002 11 WALL FRAMING SCHEDULES AND WALL OPENING DETAILS
S-003 12 SCHEDULES
S-101 13 FOUNDATION AND FIRST FLOOR FRAMING PLAN - AREA A
S-102 14 FOUNDATION AND FIRST FLOOR FRAMING PLAN - AREA B
S-103 15 FOUNDATION AND FIRST FLOOR FRAMING PLAN - AREA C
S-104 16 SECOND - FIFTH FLOOR FRAMING PLAN - AREA A
S-105 17 SECOND FLOOR FRAMING PLAN - AREA B
S-105A 18 THIRD FLOOR FRAMING PLAN - AREA B
S-105B 19 FOURTH FLOOR FRAMING PLAN - AREA B
S-106 20 SECOND - FIFTH FLOOR FRAMING PLAN - AREA C
S-107 21 FIFTH FLOOR FRAMING PLAN - AREA B
S-108 22 TIE FORCE PLAN
S-109 23 ROOF FRAMING PLAN - AREA A
S-110 24 ROOF FRAMING PLAN - AREA B
S-111 25 ROOF FRAMING PLAN - AREA C
S-112 26 COVERED ASSEMBLY PLAN AND DETAILS
S-113 27 COVERED ASSEMBLY PLAN AND DETAILS
S-301 28 FOUNDATION SECTIONS
S-302 29 FOUNDATION SECTIONS
S-303 30 FOUNDATION TYPICAL DETAILS
S-304 31 FRAMING DETAILS
S-305 32 FRAMING DETAILS
S-501 33 X-BRACE FRAME ELEVATIONS
S-502 34 X-BRACE FRAME SECTIONS AND DETAILS
S-503 35 TYPICAL CFMF DETAILS
S-601 36 TRUSS ELEVATIONS
ARCHITECTURAL
A-001 37 ARCHITECTURAL ABBREVIATIONS + SYMBOLS
A-002 38 WALL TYPES + LEGEND
A-011 39 AIR BARRIER PLANS
A-012 40 AIR BARRIER PLANS
A-013 41 AIR BARRIER BUILDING SECTIONS
A-014 42 AIR BARRIER DETAILS
A-101 43 OVERALL FIRST FLOOR PLAN
A-102 44 OVERALL SECOND - THIRD FLOOR PLAN
A-103 45 OVERALL FOURTH - FIFTH FLOOR PLANS
A-104 46 OVERALL ROOF PLAN
A-111 47 FIRST FLOOR PLAN AREA "A" AND "C"
A-112 48 FIRST FLOOR PLAN AREA "B"
A-113 49 SECOND FLOOR PLAN AREA "A" AND "C"
A-114 50 SECOND FLOOR PLAN AREA "B"
A-115 51 THIRD - FOURTH FLOOR PLANS AREA "B"
A-116 52 FIFTH FLOOR PLAN AREA "B"
A-131 53 FIRST FLOOR RCP AREA "A" AND "C"
A-132 54 FIRST FLOOR RCP AREA "B"
A-133 55 SECOND - THIRD FLOOR RCP AREA "B"
A-134 56 FOURTH - FIFTH FLOOR RCP AREA "B"
A-151 57 ROOF PLAN AREA "A" AND "C"
A-152 58 ROOF PLAN AREA "B"
A-201 59 OVERALL EXTERIOR ELEVATION
A-202 60 PARTIAL NORTH ELEVATION (AREA A AND AREA C)
A-203 61 PARTIAL NORTH ELEVATION (AREA B)
A-204 62 PARTIAL SOUTH ELEVATION (AREA A AND AREA C)
A-205 63 PARTIAL SOUTH ELEVATION (AREA B)
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INDEX OF DRAWINGS
SHEET ID
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NUMBER SHEET NAME
M-601 205 SCHEDULES
M-602 206 SCHEDULES
M-701 207 DIAGRAMS
MI801 208 CONTROLS
MI802 209 CONTROLS
MI803 210 CONTROLS
MI804 211 CONTROLS
ELECTRICAL
E-001 212 ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES
E-002 213 GENERAL NOTES
EL101 214 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - LIGHTING
EL102 215 300 MAN - FIRST FLOOR PLAN - AREA 'B' - LIGHTING
EL103 216 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - LIGHTING
EL104 217 300 MAN - SECOND FLOOR PLAN - AREA 'B' - LIGHTING
EL105 218 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - LIGHTING
EL106 219 300 MAN - THIRD FLOOR PLAN - AREA 'B' - LIGHTING
EL107 220 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - LIGHTING
EL108 221 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - LIGHTING
EL109 222 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - LIGHTING
EL110 223 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - LIGHTING
EL301 224 300 MAN - STAIRWELL LIGHTING SECTIONS
EL501 225 LIGHTING FIXTURE SCHEDULE
EL502 226 LIGHTING FIXTURE DETAILS
EL503 227 LIGHTING FIXTURE DETAILS
EL601 228 ELECTRICAL - LIGHTING - SEQUENCE OF OPERATION
EL602 229 ELECTRICAL - LIGHTING - SEQUENCE OF OPERATION
EL701 230 ELECTRICAL - LIGHTING - CONTROLS RISER
EL702 231 ELECTRICAL - LIGHTING - ELEVATOR PIT
EP101 232 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - POWER
EP102 233 300 MAN - FIRST FLOOR PLAN - AREA 'B' - POWER
EP103 234 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - POWER
EP104 235 300 MAN - SECOND FLOOR PLAN - AREA 'B' - POWER
EP105 236 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - POWER
EP106 237 300 MAN - THIRD FLOOR PLAN - AREA 'B' - POWER
EP107 238 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - POWER
EP108 239 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - POWER
EP109 240 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - POWER
EP110 241 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - POWER
EP111 242 300 MAN - ROOF PLAN - LIGHTNING PROTECTION
EP112 243 COVERED ASSEMBLY AND LAWN EQUIPMENT BUILDING PLANS
EP113 244 ELECTRICAL - LIGHTNING PROTECTION - DETAILS
EP601 245 ELECTRICAL - POWER - RISER DIAGRAM
EP602 246 ELECTRICAL - POWER - SWITCHBOARD ELEVATION AND DUCTBANK DETAIL
EP701 247 ELECTRICAL - POWER - MECHANICAL EQUIPMENT SCHEDULES
EP702 248 ELECTRICAL - POWER - PANEL SCHEDULES
EP703 249 ELECTRICAL - POWER - PANEL SCHEDULES
EP704 250 ELECTRICAL - POWER - PANEL SCHEDULES
EP705 251 ELECTRICAL - POWER - PANEL SCHEDULES
EP706 252 ELECTRICAL - POWER - PANEL SCHEDULES
EP707 253 ELECTRICAL - POWER - PANEL SCHEDULES
EP708 254 ELECTRICAL - POWER - PANEL SCHEDULES
EP709 255 ELECTRICAL - POWER - PANEL SCHEDULES
EP710 256 ELECTRICAL - POWER - PANEL SCHEDULES
EP711 257 ELECTRICAL - POWER - PANEL SCHEDULES
EP712 258 ELECTRICAL - POWER - PANEL SCHEDULES
EP713 259 ELECTRICAL - POWER - PANEL SCHEDULES
EP714 260 ELECTRICAL - POWER - PANEL SCHEDULES
EP715 261 ELECTRICAL - POWER - PANEL SCHEDULES
EP716 262 ELECTRICAL - POWER - PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 263 TELECOMMUNICATIONS & SECURITY LEGEND, ABBREVIATIONS, AND NOTES
T-101 264 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - TELECOMMUNICATIONS & SECURITY
T-102 265 300 MAN - FIRST FLOOR PLAN - AREA 'B' - TELECOMMUNICATIONS & SECURITY
T-103 266 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - TELECOMMUNICATIONS & SECURITY
T-104 267 300 MAN - SECOND FLOOR PLAN - AREA 'B' - TELECOMMUNICATIONS & SECURITY
T-105 268 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - TELECOMMUNICATIONS & SECURITY
T-106 269 300 MAN - THIRD FLOOR PLAN - AREA 'B' - TELECOMMUNICATIONS & SECURITY
T-107 270 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - TELECOMMUNICATIONS & SECURITY
T-108 271 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - TELECOMMUNICATIONS & SECURITY
T-109 272 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - TELECOMMUNICATIONS & SECURITY
T-110 273 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - TELECOMMUNICATIONS & SECURITY
T-401 274 TELECOMMUNICATION ROOM PLANS AND ELEVATIONS
T-501 275 TELECOMMUNICATIONS DETAILS
T-502 276 TELECOMMUNICATIONS DETAILS
T-601 277 TELECOMMUNICATIONS RISER DIAGRAM
T-602 278 TELECOMMUNICATIONS RISER DIAGRAM
T-603 279 TELECOMMUNICATIONS ARMS VAULT SECURITY DETAILS
TS101 280 TELECOMMUNICATIONS SITE PLAN
INDEX OF DRAWINGS
SHEET ID
SHEET
NUMBER SHEET NAME
FIRE PROTECTION / FIRE ALARM
FP001 130 FIRE PROTECTION LEGEND, ABBREVIATIONS, AND SCHEDULES
FP101 131 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - SPRINKLER
FP102 132 300 MAN - FIRST FLOOR PLAN - AREA 'B' - SPRINKLER
FP103 133 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - SPRINKLER
FP104 134 300 MAN - SECOND FLOOR PLAN - AREA 'B' - SPRINKLER
FP105 135 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - SPRINKLER
FP106 136 300 MAN - THIRD FLOOR PLAN - AREA 'B' - SPRINKLER
FP107 137 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - SPRINKLER
FP108 138 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - SPRINKLER
FP109 139 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - SPRINKLER
FP110 140 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - SPRINKLER
FA001 141 FIRE ALARM & MASS NOTIFICATION SYSTEM LEGEND, ABBREVIATIONS, AND NOTES
FA101 142 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA102 143 300 MAN - FIRST FLOOR PLAN - AREA 'B' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA103 144 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA104 145 300 MAN - SECOND FLOOR PLAN - AREA 'B' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA105 146 300 MAN - THIRD FLOOR PAN - AREA 'A' & 'C' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA106 147 300 MAN - THIRD FLOOR PLAN - AREA 'B' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA107 148 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA108 149 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA109 150 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - FIRE ALARM & MASS NOTIFICATION SYSTEM FA110 151 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - FIRE ALARM & MASS NOTIFICATION SYSTEM
FA601 152 FIRE ALARM AND MASS NOTIFICATION RISER DIAGRAM
FA602 153 SEQUENCE OF OPERATION
PLUMBING
P-001 154 PLUMBING LEGEND, ABBREVIATIONS, AND NOTES
PF101 155 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - SANITARY
PF102 156 300 MAN - FIRST FLOOR PLAN - AREA 'B' - SANITARY
PF103 157 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - SANITARY
PF104 158 300 MAN - SECOND FLOOR PLAN - AREA 'B' - SANITARY
PF105 159 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - SANITARY
PF106 160 300 MAN - THIRD FLOOR PLAN - AREA 'B' - SANITARY
PF107 161 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - SANITARY
PF108 162 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - SANITARY
PF109 163 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - SANITARY
PF110 164 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - SANITARY
PL101 165 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - PLUMBING
PL102 166 300 MAN - FIRST FLOOR PLAN - AREA 'B' - PLUMBING
PL103 167 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - PLUMBING
PL104 168 300 MAN - SECOND FLOOR PLAN - AREA 'B' - PLUMBING
PL105 169 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - PLUMBING
PL106 170 300 MAN - THIRD FLOOR PLAN - AREA 'B' - PLUMBING
PL107 171 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - PLUMBING
PL108 172 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - PLUMBING
PL109 173 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - PLUMBING
PL110 174 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - PLUMBING
P-501 175 DETAILS
P-502 176 DETAILS
P-601 177 ISOMETRICS
P-602 178 ISOMETRICS
MECHANICAL
M-001 179 MECHANICAL LEGEND, ABBREVIATIONS, AND NOTES
MH101 180 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - HVAC
MH102 181 300 MAN - FIRST FLOOR PLAN - AREA 'B' - HVAC
MH103 182 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - HVAC
MH104 183 300 MAN - SECOND FLOOR PLAN - AREA 'B' - HVAC
MH105 184 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - HVAC
MH106 185 300 MAN - THIRD FLOOR PLAN - AREA 'B' - HVAC
MH107 186 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - HVAC
MH108 187 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - HVAC
MH109 188 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - HVAC
MH110 189 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - HVAC
MP101 190 300 MAN - FIRST FLOOR PLAN - AREA 'A' & 'C' - HVAC PIPING
MP102 191 300 MAN - FIRST FLOOR PLAN - AREA 'B' - HVAC PIPING
MP103 192 300 MAN - SECOND FLOOR PLAN - AREA 'A' & 'C' - HVAC PIPING
MP104 193 300 MAN - SECOND FLOOR PLAN - AREA 'B' - HVAC PIPING
MP105 194 300 MAN - THIRD FLOOR PLAN - AREA 'A' & 'C' - HVAC PIPING
MP106 195 300 MAN - THIRD FLOOR PLAN - AREA 'B' - HVAC PIPING
MP107 196 300 MAN - FOURTH FLOOR PLAN - AREA 'A' & 'C' - HVAC PIPING
MP108 197 300 MAN - FOURTH FLOOR PLAN - AREA 'B' - HVAC PIPING
MP109 198 300 MAN - FIFTH FLOOR PLAN - AREA 'A' & 'C' - HVAC PIPING
MP110 199 300 MAN - FIFTH FLOOR PLAN - AREA 'B' - HVAC PIPING
M-301 200 SECTIONS AND ELEVATIONS
M-401 201 ENLARGED PLANS
M-402 202 ENLARGED PLANS
M-501 203 DETAILS
M-502 204 DETAILS
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BUILDING AND LIFE SAFETY CODE ANALYSIS
TOPIC DESIGN REFERENCE DESCRIPTION
1. GOVERNING CODES AND CRITERIA UFC 3-600-01 UNIFIED FACILITIES CRITERIA, FIRE PROTECTION ENGINEERING
FOR FACILITIES, CHANGE 3, 1 MAR 2013
IBC INTERNATIONAL BUILDING CODE, 2012 EDITION
NFPA 101 NATIONAL FIRE PROTECTION ASSOCIATION, LIFE SAFETY
CODE, 2012 EDITION
NFPA 90A STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND
VENTILATING SYSTEMS, 2012 EDITION
2. OCCUPANCY CLASSIFICATION GROUP R-2 , RESIDENTIAL IBC, 310.1 OCCUPANCIES INCLUDING DORMITORIES
GROUP A-3, ASSEMBLY IBC, 303 FIRST FLOOR ONLY, OCCUPANCIES NOT CLASSIFIED ELSEWHERE IN GROUP A
3. CONSTRUCTION TYPE TYPE II-B IBC, 602.2, TABLE 601
FIRST FLOOR IS MIXED, NONSEPARATED OCCUPANCY R-2, A-3, B, AND S-1
4. AREA LIMITATIONS FIRST FLOOR IBC TABLE 503, 506
NONCOMBUSTIBLE, UNPROTECTED CONSTRUCTION
SUM OF RATIOS = 1.54 IBC 506.5.2
ALLOWABLE: 16,000 SF X 3.75 (SPRINKLER AND FRONTAGE) = 60,000 SF
5. HEIGHT LIMITATIONS 60 FEET IBC TABLE 503, 504.2 ALLOWABLE: 55 FEET + 20 FEET (SPRINKLERS) = 75 FEET
6. NUMBER OF STORIES IBC TABLE 503, 504.2 ALLOWABLE: 4 STORIES + 1 STORY (SPRINKLERS) = 5 STORIES
7. OCCUPANCY SEPARATIONS IBC 709.3, EXCEPTION 2 TYPE II-B CONSTRUCTION AND SPRINKLERS EXCEPTION ALLOWS 1/2 PARTITIONS
8. STRUCTURAL FIRE RESISTANCE SEE DESCRIPTION IBC TABLE 601 PRIMARY STRUCTURAL FRAME: 0 HOURS
BEARING WALLS, INTERIOR: 0 HOURS
BEARING WALLS, EXTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS, EXTERIOR: 0 HOURS
NONBEARING WALLS AND PARTITIONS, INTERIOR: SEE ITEM 12 BELOW
FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HOURS
9. AUTOMATIC SPRINKLERS PROVIDED UFC 3-600-01, 4-2.2 REQUIRED IN ALL NEW DOD FACILITIES
10. PORTABLE FIRE EXTINGUISHERS PROVIDED, TYPE AND SPACING PER NFPA 10 NFPA 101, 28.3.5.8 NOT REQUIRED
EXIT ENCLOSURES, 2 HOUR FIRE BARRIER NFPA 101, 7.1.3.2 (1) 2 HOUR REQUIRED FOR GREATER THAN 3 STORIES11. ENCLOSURE PROTECTION CORRIDORS, 1/2 HOUR FIRE BARRIER NFPA 101, 28.3.6.1.3 1/2 HOUR REQUIRED WHEN SPRINKLER PROVIDED; SPACES OTHER THAN DWELLING UNITS
ARE PERMITTED TO BE OPEN TO THE CORRIDOR PER NFPA 101, 28.3.6.3.2
DWELLING UNITS, 1/2 HOUR FIRE BARRIERS NFPA 101, 28.3.7.2 1/2 HOUR REQUIRED WHEN SPRINKLER PROVIDED
12. FIRE AND SMOKE DAMPERS NFPA 90A
13. DOOR REQUIREMENTS DOORS IN 1/2 HOUR RATED WALLS NFPA 101, TABLE 8.3.4.2 20 MINUTES FIRE RATING, WITH DOOR CLOSERS
14. FIRE DETECTION, ALARM, AND EVACUATION SYSTEM MANUAL AND AUTOMATIC SYSTEMS PROVIDED NFPA 101, 28.3.4.3
15. INTERIOR FINISHES WALLS, EXIT ENCLOSURES, CLASS A NFPA 101, 28.3.3.2 CLASS A REQUIRED
WALLS, LOBBIES AND CORRIDORS, CLASS A OR B NFPA 101, 28.3.3.2 CLASS A OR B REQUIRED WALLS, OTHER SPACES, CLASS A, B, OR C NFPA 101, 28.3.3.2 CLASS A, B, OR C REQUIRED
16. MEANS OF EGRESS, OCCUPANT LOAD BUSINESS NFPA 101, TABLE 7.1.3.2 FIRST FLOOR ONLY, 100 SF / OCCUPANT 1,020 SF = 11 PERSONS
17. NUMBER OF MEANS OF EGRESS 1ST FLOOR, 5 PROVIDED NFPA 101, 7.4.1.2 2 REQUIRED
2ND THRU 5TH FLOORS, 3 PROVIDED 2 REQUIRED
18. EGRESS DISTANCE LIMITATIONS NFPA 101, TABLE A.7.6 MAX COMMON PATH REQUIRED = 100 FEET
IBC 712, EXCEPTION TYPE II-B CONSTRUCTION AND SPRINKLERS EXCEPTION
5 STORIES
DWELLING UNIT WALLS 1/2 FIRE BARRIERS
GROUP B, BUSINESS IBC, 304
GROUP S-1, STORAGE IBC, 311.2
FIRST FLOOR ONLY, OCCUPANCIES USED FOR OFFICES, EDUCATION ABOVE 12TH GRADE
FIRST FLOOR ONLY, MODERATE HAZARD STORAGE
R-2, 30,983 SF
A-3, 2,405 SF
B, 1,020 SF
S-1, 804 SF
2ND THRU 5TH FLOORS
R-2, 27,876 SF IBC TABLE 503, 506
ALLOWABLE: 16,000 SF X 3.75 (SPRINKLER AND FRONTAGE) = 60,000 SF
ALLOWABLE: 9,500 SF X 3.75 = 35,635 SF
ALLOWABLE: 23,000 SF X 3.75 = 86,250 SF
ALLOWABLE: 17,500 SF X 3.75 = 65,625 SF
30,983 / 60,000 + 2,405 / 35,635 + 1,020 / 86,250 + 804 / 65,625 + 2 X 27,876/60,000 = 1.54 < 3
DWELLING UNIT HORIZONTAL SEPARATIONS 1/2 HOUR
LAUNDRY ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 28.3.2.2.2 1 HOUR AND SPRINKLERS BOILER ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 28.3.2.2.2 1 HOUR AND SPRINKLERS STORAGE ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 28.3.2.2.2 PROVIDED, EXCEPT FOR SMALL CLOSETS, NOTED BY SUB-NOTE C IN TABLE
SHAFT ENCLOSURES NFPA 90A, 5.3.4.2 2 HOUR REQUIRED FOR GREATER THAN 4 STORIES
DOORS IN 1 HOUR RATED WALLS NFPA 101, TABLE 8.3.4.2 45 MINUTES FIRE RATING, WITH DOOR CLOSERS
DOORS AT 2 HOUR EXIT ENCLOSURES (STAIRS) NFPA 101, TABLE 8.3.4.2 1-1/2 HOUR RATING
MANUAL AND AUTOMATIC SYSTEMS PROVIDED
FLOORS, EXIT ENCLOSURES AND CORRIDORS, CLASS II NFPA 101, 28.3.3.3 CLASS II REQUIRED
ASSEMBLY NFPA 101, TABLE 7.1.3.2 FIRST FLOOR ONLY, 15 SF / OCCUPANT 2,405 SF = 162 PERSONS RESIDENTIAL NFPA 101, TABLE 7.1.3.2 FIRST FLOOR ONLY, 200 SF / OCCUPANT 30,983 SF = 155 PERSONS STORAGE ROOMS, 1 HOUR FIRE BARRIERS NFPA 101, TABLE 7.1.3.2 13 PERSONS, 500 SF / OCCUPANT, MINIMUM 1 OCCUPANT PER ROOM RESIDENTIAL NFPA 101, TABLE 7.1.3.2 2ND THRU 5TH FLOORS, SURGE CONDITIONS, 3 OCCUPANT PER ROOM = 150 PERSONS TOTAL = 640 PERSONS DOES NOT INCLUDE INDIVIDUAL ROOMS WITH DIRECT ACCESS TO THE EXTERIOR WITH
NO ACCESS TO THE OTHER INTERIOR SPACES
NFPA 101, 7.4.1.2
NFPA 101, TABLE A.7.6 MAX DEAD END PATH REQUIRED = 50 FEET
NFPA 101, TABLE A.7.6 MAX TRAVEL DISTANCE PATH REQUIRED = 300 FEET
RESIDENTIAL
MAX COMMON PATH REQUIRED = 20 FEET
MAX DEAD END PATH REQUIRED = 20 FEET
MAX TRAVEL DISTANCE PATH REQUIRED = 250 FEET
MAX COMMON PATH REQUIRED = 50 FEET
MAX DEAD END PATH REQUIRED = 50 FEET
MAX TRAVEL DISTANCE PATH REQUIRED = 325 FEET
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
NFPA 101, TABLE A.7.6
ASSEMBLY
BUSINESS
NOT REQUIRED FOR WALLS 1 HOUR OR LESSNONE PROVIDED
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TD = TRAVEL DISTANCE TO EXIT
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25 C
EXIT
(NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
1 HOUR FIRE BARRIER
1/2 HOUR FIRE BARRIER
FIRE AND LIFE SAFETY LEGEND
FE
FEC FIRE EXTINGUISHER CABINET
LOCATION
1/2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR FIRE BARRIER
1 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
STAIRS #1
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
STAIRS #2
CORRIDOR
2PN
2PN
3PN
3PN
3PN
3PN
2PN
CORRIDOR
CORRIDOR
DAY ROOM
COMPUTER
LEARNING
WOMEN'S
OPS SGT
1ST SGT
VESTIBULE
XO
CDR
1006G STO
MEN'S
G STO
G STO
JAN #2
RESTROOM
1024A
WAITING
ELEC
LUGGAGE
G STO
G STO
RECYCLE
STORAGE
ELEVATOR
E1
WOMEN'S
MEN'S
1031PROFILE
JAN
COMP STO
AV
1035B
AV
1035A
MULTI-PURPOSE
STO
1035C
STO
1035D
STO
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ELECTRICAL
MECHANICAL
SCRUB
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MECHANICAL
PLT SGT OFFICE
DAY ROOM
2PN
3PN
3PN
3PN
3PN
2PN
2PN
STAIRS #3
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
COMM
CORRIDOR
CORRIDOR
E
TD = 135'
EXC = 165
EXL = 45
26 C
E
E
E E
EXC = 345
EXL = 81
EXC = 345
EXL = 81
EXC = 345
EXL = 86
EXC = 165
EXL = 45
22 C
54 C 54 C 54 C
21 C
25 C
TD = 150'
DE = 14'
A
B
2.51.5
D
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FEC FEC FECFEC
FEC
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FE
FE
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DRYER CLO
1029A
DRYER CLO
1034A
VESTIBULE
1028A
VESTIBULE
1028B
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16'0' 32' 48'
SCALE: 1/16" = 1' - 0"
NO SCALE
NORTH
KEY PLAN
'A' 'B' 'C'
1/16" = 1'-0"
300 MAN - FIRST FLOOR PLAN - LIFE SAFETY
M
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EGRESS ROUTE DISTANCE (IN FEET)
TD = TRAVEL DISTANCE TO EXIT
CP = COMMON PATH OF TRAVEL
DE = DEAD END
25 C
EXIT
(NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
1 HOUR FIRE BARRIER
1/2 HOUR FIRE BARRIER
FIRE AND LIFE SAFETY LEGEND
FE
FEC FIRE EXTINGUISHER CABINET
LOCATION
1/2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR FIRE BARRIER
1 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
STAIRS #1
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
STAIRS #2
2PN
2PN
3PN
3PN
3PN
3PN
2PN
CORRIDOR
DAY ROOM
JAN #2
RESTROOM
2010A
LUGGAGE
MECHANICAL
JAN
COMP STO
DAY ROOM
2PN
3PN
3PN
3PN
3PN
2PN
2PN
STAIRS #3
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
COMM
CORRIDOR
2PN
2PN
2PN
2PN
COMPUTER
LEARNING
PLT SGT OFFICE
ELEC
STORAGE
ELEVATOR
E1
LOBBY
TD = 110'
EXC = 165
EXL = 44
26 C
EXC = 165
EXL = 44
22 C
21 C
25 C
TD = 110' DE = 14'
EXC = 165
EXL = 85
A
B
2.51.5
D
C
CLOSET
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FE
DRYER CLO
2017A
DRYER CLO
2014A
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16'0' 32' 48'
SCALE: 1/16" = 1' - 0"
NO SCALE
NORTH
KEY PLAN
'A' 'B' 'C'
1/16" = 1'-0"
300 MAN - SECOND FLOOR PLAN - LIFE SAFETY
M
AR
K D
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C
R
IP
TI
O
N D
DN DN
OCCUPANT LOAD
EGRESS ROUTE DISTANCE (IN FEET)
TD = TRAVEL DISTANCE TO EXIT
CP = COMMON PATH OF TRAVEL
DE = DEAD END
25 C
EXIT
(NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
1 HOUR FIRE BARRIER
1/2 HOUR FIRE BARRIER
FIRE AND LIFE SAFETY LEGEND
FE
FEC FIRE EXTINGUISHER CABINET
LOCATION
1/2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR FIRE BARRIER
1 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
OPEN TO MECH. RM. BELOW
STAIRS #1
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
2PN
2PN
3PN
3PN
3PN
3PN
2PN
CORRIDOR
DAY ROOM
JAN #2
RESTROOM
3010A
LUGGAGE
JAN
COMP STO
DAY ROOM
2PN
3PN
3PN
3PN
3PN
2PN
2PN
STAIRS #3
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
COMM
CORRIDOR
2PN
2PN
2PN
2PN
COMPUTER
LEARNING
PLT SGT OFFICE
ELEC
TD = 110'
26 C 22 C
21 C
25 C
TD = 110' DE = 14'
STAIRS #2
LOBBY
EXC = 165
EXL = 85
A
B
2.51.5
EXC = 165
EXL = 44
EXC = 165
EXL = 44
STORAGE
ELEVATOR
E1
CLOSET
FEC FEC
DRYER CLO
3016A
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16'0' 32' 48'
SCALE: 1/16" = 1' - 0"
NO SCALE
NORTH
KEY PLAN
'A' 'B' 'C'
1/16" = 1'-0"
300 MAN - THIRD FLOOR PLAN - LIFE SAFETY
M
AR
K D
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C
R
IP
TI
O
N D
DN DN
OCCUPANT LOAD
EGRESS ROUTE DISTANCE (IN FEET)
TD = TRAVEL DISTANCE TO EXIT
CP = COMMON PATH OF TRAVEL
DE = DEAD END
25 C
EXIT
(NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
1 HOUR FIRE BARRIER
1/2 HOUR FIRE BARRIER
FIRE AND LIFE SAFETY LEGEND
FE
FEC FIRE EXTINGUISHER CABINET
LOCATION
1/2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR FIRE BARRIER
1 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
STAIRS #1
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
STAIRS #2
2PN
2PN
3PN
3PN
3PN
3PN
2PN
CORRIDOR
DAY ROOM
JAN. #2
RESTROOM
4010A
ELEC
LUGGAGE
3PN
JAN
COMP STO
DAY ROOM
2PN
3PN
3PN
3PN
3PN
2PN
2PN
STAIRS #3
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
COMM
CORRIDOR
LOBBY
2PN
2PN
2PN
2PN
COMPUTER
LEARNING
PLT SGT OFFICE
3PN
3PN
3PN
TD = 110'
26 C 22 C
21 C
25 C
TD = 110' DE = 14'
EXC = 165
EXL = 89
A
B
2.51.5
EXC = 165
EXL = 48
EXC = 165
EXL = 48
STORAGE
ELEVATOR
E1
CLOSET
FEC FEC
DRYER CLO
4020A
DRYER CLO
4014A
FECFEC
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16'0' 32' 48'
SCALE: 1/16" = 1' - 0"
NO SCALE
NORTH
KEY PLAN
'A' 'B' 'C'
1/16" = 1'-0"
300 MAN - FOURTH FLOOR PLAN - LIFE SAFETY
M
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C
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TI
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DN
OCCUPANT LOAD
EGRESS ROUTE DISTANCE (IN FEET)
TD = TRAVEL DISTANCE TO EXIT
CP = COMMON PATH OF TRAVEL
DE = DEAD END
25 C
EXIT
(NOT ALL EXITS ARE ACCESSIBLE)
ACCESSIBLE EXIT
TD = 150'
EXIT CAPACITY, CAPACITY OF DOOR
OR OTHER EGRESS COMPONENT
EXC
EXIT LOAD, NUMBER OF OCCUPANTS
UTILIZING EGRESS COMPONENT
EXL
FIRE EXTINGUISHER LOCATION
E
1 HOUR FIRE BARRIER
1/2 HOUR FIRE BARRIER
FIRE AND LIFE SAFETY LEGEND
FE
FEC FIRE EXTINGUISHER CABINET
LOCATION
1/2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR FIRE BARRIER
1 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
2 HOUR HORIZONTAL FIRE BARRIER
AT FLOOR/CEILING ASSEMBLY
STAIRS #1
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
2PN
2PN
3PN
3PN
3PN
3PN
2PN
CORRIDOR
DAY ROOM
JAN #2
RESTROOM
5010A
LUGGAGE
MECHANICAL
JAN
COMP STO
DAY ROOM
2PN
3PN
3PN
3PN
3PN
2PN
2PN
STAIRS #3
2PN
3PN
3PN
3PN
3PN
2PN
LAUNDRY
COMM
CORRIDOR
2PN
2PN
2PN
2PN
COMPUTER
LEARNING
PLT SGT OFFICE
ELEC
TD = 110'
26 C 22 C
21 C
25 C
TD = 110' DE = 14'
STAIRS #2
LOBBY
EXC = 165
EXL = 85
A
B
2.51.5
EXC = 165
EXL = 44
EXC = 165
EXL = 44
STORAGE
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SCALE: 1/16" = 1' - 0"
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NORTH
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'A' 'B' 'C'
1/16" = 1'-0"
300 MAN - FIFTH FLOOR PLAN - LIFE SAFETY
M
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GENERAL NOTES
1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE
THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR
SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS.
2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [+/-X'-X"] REFERENCED TO
THE FINISHED FLOOR TOP OF SLAB ELEVATION DATUM SET AT +0'-0". THIS DATUM IS EQUIVALENT
TO THE TOP OF SLAB ELEVATION INDICATED ON THE CIVIL DRAWINGS.
3. THE CONTRACTOR SHALL REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT
DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL
BE AFFECTED.
4. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY
INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE
CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM
DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER
CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.
5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISH STRUCTURE.
PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE
STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK, INCLUDING CONNECTIONS,
IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION
BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR.
6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND SUPERVISION OF THE
WORK ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR UON.
7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER
ANY CIRCUMSTANCES.
DESIGN CRITERIA
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND
SPECIFICATIONS:
A. 2012 INTERNATIONAL BUILDING CODE
B. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES
C. AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED 2010
D. ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
E. SJI "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES", EFFECTIVE
MARCH 1, 2005
F. UFC 4-010-01 CHANGE 1 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (2013)
G. UFC 3-310-04 SEISMIC DESIGN OF BUILDINGS (2013)
H. UFC 3-301-01 CHANGE 1 STRUCTURAL ENGINEERING (2014)
I. UFC 4-023-03 CHANGE 2 DESIGN OF BUILDINGS TO RESIST PROGRESSILVE
COLLAPSE (2013)
2. DESIGN LOAD CRITERIA:
A. RISK CATEGORY II
B. LIVE LOADS:
ROOF 20 PSF
CORRIDOR 100 PSF
LIVING SPACE 60 PSF
COMPUTER/DAY/LAUNDRY/COMMON ROOMS100 PSF
MECHANICAL ROOMS 125 PSF
MOVABLE PARTITION LOAD NOT REQUIRED FOR THIS OCCUPANCY BY IBC
LIVE LOAD REDUCTION NOT PERMITTED
C. SNOW LOAD:
GROUND SNOW LOAD, Pg 15 PSF
SNOW LOAD IMPORTANCE FACTOR, I 1.0
SNOW EXPOSURE FACTOR, Ce 1.0 THERMAL FACTOR, Ct 1.1
ROOF SNOW LOAD 15 PSF
D. WIND LOADS:
WIND IMPORTANCE FACTOR, I 1.0
BASIC WIND SPEED, V 115 MPH
WIND EXPOSURE CATEGORY D
INTERNAL PRESSURE COEFFICIENTS, GCpi +/-0.18
E. SEISMIC LOADS:
SEISMIC IMPORTANCE FACTOR, I 1.0
SPECTRAL RESPONSE ACCELERATION, Ss 0.13g SPECTRAL RESPONSE ACCELERATION, S1 0.05g
SITE CLASS D
DESIGN SPECTRAL ACCELERATION, SDs 0.16g DESIGN SPECTRAL ACCELERATION, SD1 0.08g
SEISMIC DESIGN CATEGORY B
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
BASIC SEISMIC-FORCE-RESISTING SYSTEM LIGHT FRAMED STEEL
WITH FLAT STRAPPED BRACING
RESPONSE MODIFICATION FACTOR, R 4.0
SEISMIC RESPONSE COEFFICIENT Cs 0.04
DESIGN BASE SHEAR 292.6K
F. FROST DEPTH 14"
GEOTECHNICAL & FOUNDATION NOTES
1. GEOTECHNICAL INFORMATION - REFER TO GEOTECHNICAL ENGINEERING REPORT TITLED
"REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION
FOR FY16 AIT BARRACKS COMPLEX PHASE 3" (GOVERNMENT GEOTECHNICAL REPORT), DATED
SEPTEMBER 2015, PREPARED BY US ARMY CORPS OF ENGINEERS NORFOLK DISTRICT.
2. REMOVAL AND BACKFILLING OPERATIONS OF UNCONTROLLED FILL AND OVER EXCAVATION
SHALL BE PERFORMED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED
IN THE COMMONWEALTH OF VIRGINIA. THE PROFESSIONAL ENGINEER OVERSEEING THESE
OPERATIONS SHALL CERTIFY TO THE GOVERNMENT THAT ALL UNCONTROLLED FILL HAS
BEEN REMOVED AND REPLACED WITH PROPERLY COMPACTED STRUCTURAL FILL MEETING
THE PROJECT REQUIREMENTS.
3. REFER TO THE GOVERNMENT GEOTECHNICAL REPORT FOR NON-EXPANSIVE FILL, SELECT
FILL, AND SELECT CLAY FILL MATERIAL DEFINITIONS AND REQUIREMENTS, AND FOR
COMPLETE FILL AND SUB-GRADE PREPARATION MINIMUM REQUIREMENTS.
4. THE FOUNDATIONS CONSIST OF A CONCRETE MAT FOUNDATION WITH THICKENED AREAS
AND A SYSTEM OF SHALLOW SPREAD FOOTINGS.
5. NET ALLOWABLE DESIGN BEARING PRESSURE: 3,000 PSF
6. DO NOT CONSTRUCT FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED
WITH UNDERGROUND UTILITIES AND STRUCTURES.
7. COORDINATE AND VERIFY ALL FOOTING LOCATIONS WITH CIVIL, PLUMBING, AND ELECTRICAL
DRAWINGS.
8. ALL FOUNDATIONS AND SLABS ON GRADE SHALL REST ON A 6" MINIMUM LAYER OF
COMPACTED 57 STONE POROUS FILL UPON THE PREPARED SUB-GRADE.
MASONRY CONSTRUCTION NOTES
1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530.1-05/ASCE 6-05/TMS 402-05).
2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 1500 PSI. NET AREA COMPRESSIVE
STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 1900 PSI.
3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH
LIGHT WEIGHT AGGREGATE.
4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT
SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI.
5. GROUT POURS SHALL BE STOPPED 1-1/2 INCHES BELOW THE TOP OF A COURSE TO FORM A
KEY AT POURED JOINTS.
6. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60
AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP
FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.
7. LOCATE WIRE JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY.
8. PLACES PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN STEEL, PVC
SLEEVES OR CORED HOLES UON ON THE DRAWINGS.
9. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY
GROUT, OR MORTAR, UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-
CEMENT CHEMICAL REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND STEEL.
10. UON OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. A MINIMUM OF 1/2"
CLEARANCE IS TO BE PROVIDED BETWEEN REINFORCEMENT AND BLOCK CELL WALL. USE
GALVANIZED "Z" TYPE BAR POSITIONERS AT A MAXIMUM SPACING OF 2'-0" OC TO SECURE THE
VERT REINF STEEL PRIOR TO GROUTING THE CELL.
11. PROVIDE DOWEL REINFORCEMENT FROM FOUNDATION OF SAME SIZE AND SPACING AS
VERTICAL WALL REINFORCEMENT. LAP WALL REINFORCEMENT A MINIMUM OF 72 BAR
DIAMETERS.
12. PROVIDE INSPECTION OPENINGS AT THE BOTTOM OF ALL GROUTED CELL LOCATIONS.
13. ALL CMU SHALL BE 8" UON, REINFORCED WITH #4 VERT @ 24" O.C. MIN. PROVIDE
CONTINUOUS (1)-#5 REINFORCED BOND BEAM AT ROOF, TOP OF WALL, TOP OF FOOTING, AND
INTERMEDIATE AT 8'-0" OC MAX VERTICAL SPACING. PROVIDE BOND BEAM LINTEL ABOVE ALL
CMU OPENINGS IN ACCORDANCE WITH TYPICAL DETAL SHEET S-303.
CONCRETE CONSTRUCTION NOTES
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF
THE AMERICAN CONCRETE INSTITUTE (ACI)
2. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE MINIMUM 28-DAY COMPRESSIVE
STRENGTHS (f'c) OF:
4000 PSI ALL CONCRETE UON
3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UON ON DRAWINGS
4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM
A615/A615M, GRADE 60.
5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. PROVIDE SHEET-
TYPE WWR. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING.
6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE
INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED WITH TYPE "B"
SPLICES IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.
7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO
CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.
A. CONCRETE DEPOSITED AGAINST THE GROUND:3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:2"
C. INTERIOR ELEVATED FLOOR: TOP 3/4"
BOT 1 1/2"
D. SLAB ON GRADE REINF. DEPTH 1-1/2" FROM TOP OF SLAB
8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90-DEGREE
HOOK UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180-DEGREE HOOKS AND 90-
DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.
9. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON GRADE
ABUT VERTICAL SURFACES.
10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND
MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
ALL PIPING PASSING THROUGH ELEVATED FLOOR SLABS SHALL BE SLEEVED TO
ALLOW FOR MAINTENANCE AND REPLACEMENT.
11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND
OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT
BE CUT TO FACILIATE PLACEMENT OF EMBEDDED ITEMS.
12. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER OR THE
CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL
EMBEDDED WORK, INCLUDING REINFORCEMENT.
13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UON
14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS
EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND
ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.
STEEL JOIST CONSTRUCTION NOTES
1. K-SERIES OPEN WEB STEEL JOISTS SHALL BE IN ACCORDANCE WITH THE 2005 EDITION
OF THE STEEL JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB
STEEL JOISTS, K-SERIES" AND "STANDARD LOAD TABLE, K-SERIES." JOISTS SHALL BE
HANDLED AND ERECTED IN ACCORDANCE WITH SJI TECHNICAL DIGEST #9 THIRD
EDITION DATED MARCH 2008.
2. JOIST BRIDGING SHALL CONFORM TO SJI SPECIFICATIONS, INCLUDING BRIDGING
REQUIRED FOR UPLIFT RESISTANCE. CROSS BRIDGING IS REQUIRED AT CHANGES IN
JOIST DEPTHS AND WHERE BRIDGING LINES ARE INTERRUPTED BY STRUCTURAL
STEEL BEAMS SPANNING PARALLEL TO THE JOISTS. WHERE BRIDGING TERMINATES
INTO A WALL, PROVIDE HORIZONTAL BRIDGING IN THE SPACE BETWEEN THE WALL AND
FIRST JOIST.
3. NO LOADS ARE PERMITTED TO BE SUPPORTED FROM JOIST BRIDGING.
4. JOISTS WITH CONCENTRATED LOADS ON THE TOP OR BOTTOM CHORDS NOT
LOCATED AT A PANEL POINT SHALL BE REINFORCED WITH A FIELD INSTALLED MEMBER.
THE FIELD INSTALLED MEMBER SHALL BE LOCATED AT THE CONCENTRATED LOAD AND
SHALL BRACE THE CHORD BACK TO A PANEL POINT IN ACCORDANCE WITH DETAIL
9/S-305.
5. NON-SLOPING STANDARD JOIST SEAT IS TO BE 2 1/2" DEEP UON.
ATFP CONSTRUCTION NOTES
1. THE DESIGN LEVEL OF THREAT IS LOW
2. DESIGN LEVEL OF PROTECTION IS LOW
3. EACH BUILDING HAS BEEN DESIGNED PER CRITERIA SET FORTH IN UFC 4-010-01 (2012)
AND UFC 4-023-03 (2013)
4. CFMF SUPPORTING ELEMENTS FOR WALL OPENINGS (WINDOWS, DOORS, ETC.) HAVE
BEEN DESIGNED TO MEET UFC 4-010-01 CRITERIA
5. SEE S-002 FOR TYPICAL ELEVATIONS AND DETAILS AT WALL OPENINGS.
MEMBER SIZES SHALL BE AS SHOWN.
COLD-FORMED METAL FRAMING
CONSTRUCTION NOTES
1. COLD-FORMED STEEL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
AMERICAN IRON AND STEEL INSTITUTE (AISI) "COLD-FORMED STEEL DESIGN MANUAL",
2002 EDITION, INCLUDING THE TRUSS DESIGN MANUAL AND THE NORTH AMERICAN
SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, 2001
EDITION INCLUDING 2004 SUPPLEMENT.
2. COLD-FORMED STEEL ROOF TRUSS FRAMING, ROOF OVER-FRAMING AND ROOF FRAMING
CONNECTION DESIGN SHALL BE DELEGATED TO THE CONTRACTOR. SUBMIT
CALCULATIONS ALONG WITH THE SHOP DRAWINGS. DESIGN, INCLUDING DETERMINATION
OF ALL APPLICABLE LOADS, SHALL BE BASED ON REQUIREMENTS OF ASCE 7-10,
UFC 4-010-01, "DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS" AND
UFC 4-023-03 "DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE". SEALED
CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED BY A REGISTERED PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF VIRGINIA AND APPROVED PRIOR TO ORDERING
MATERIALS. DELEGATED DESIGN RESPONSIBILITY SHALL BEGIN AT HI ROOF BEARING
(SINGLE STORY PORTION), AND AT TOP OF CONTINUOUS HSS, FIVE STORY STRUCTURE;
DELEGATED DESIGN SHALL INCLUDE ALL FRAMING ABOVE THIS POINT NECESSARY FOR
CONSTRUCTION OF ROOF AND SUPPORT OF ALL ASSOCIATED ARCHITECTURAL FEATURES.
3. CENTER TRUSSES PARALLEL TO X-BRACE FRAMES OVER THEIR WALL CENTER
LINES. INCLUDE A 2800 LBS FORCE, CONCURRENT WITH WIND LOADS, WHEN DESIGNING
BOTTOM CHORDS OF THE TRUSSES OVER THE BRACE FRAMES.
4. ALL MATERIAL MUST BE 18 GAGE OR GREATER IN THICKNESS AND SHALL HAVE A MINIMUM
YIELD STRENGTH OF Fy = 50 KSI.
5. MEMBER DESIGNATIONS SHALL BE AS FOLLOWS:A B C - D
A = WEB DEPTH (DECIMAL INCHES) X 100
B = SECTION TYPE
C = FLANGE WIDTH (DECIMAL INCHES) X 100
D = BASE METAL THICKNESS (MILS)
SECTION TYPES (B):
S = STUD AND JOIST SECTION WITH FLANGE STIFFENING RETURN LIPS
T = TRACK SECTIONS (NO STIFFENING RETURN LIPS)
U = CHANNEL AND CHANNEL STUDS (NO STIFFENING RETURN LIPS)
F = FURRING CHANNEL
EXAMPLES:
MEMBER WEB SECTION FLANGEBASE METAL
DESIGNATION DEPTH TYPE WIDTH THICKNESS
362S162-33 3-5/8" S 1-5/8" 33 MILS
400T125-68 4" T 1-1/4" 68 MILS
MINIMUM CONNECTION REQUIREMENTS FOR COLD-FORMED WALL MEMBERS ARE AS
FOLLOWS, UNLESS OTHERWISE NOTED:
CONDITION CONNECTION
STUD TO TRACK (2) #10-16 SELF-DRILLING SCREWS WITH STUD
SECURELY SEATED INTO TRACK
TRACK TO STEEL BEAM 1/8" WELD EACH SIDE, 2" LONG SPACED AT 32" OC OR
(2) 0.145" DIAMETER POWDER ACTUATED FASTENERS
AT 16" OC
EXTERIOR STUD TRACK AISI 1021 3/16" DIAMETER CONCRETE SCREWS @ 2'-8"
TO CONCRETE SLAB OR THROUGH TRACK. PROVIDE 1 1/2" MINIMUM
FOUNDATION FOUNDATION EMBEDMENT. MINIMUM SPACING = 4".
CONCRETE EDGE DISTANCE = 3"
STUD TO STUD (2) #10 SDS @ 1'-4" OC
STEEL DECK TO TRACK SEE NOTES S-003
6. DEFLECTION OF WALL STUD SPANS FOR LATERAL LOADS SHALL NOT EXCEED A LIMIT OF
L/600.
7. ALL CONNECTION SCREWS SHALL BE ZINC COATED.
8. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE -
SHEET STEEL."
9. PROVIDE TEMPORARY BRACING AND GUYING OF COLD-FORMED METAL FRAMING TO
PROVIDE FOR THE SAFETY OF THE STRUCTURE AND WORK PERSONNEL. BRACING SHALL
REMAIN UNTIL NO LONGER REQUIRED FOR SAFE SUPPORT OF FRAMING.
10. FIELD MODIFICATIONS OF COLD-FORMED STEEL SYSTEMS SHALL NOT BE ALLOWED
WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
11. MAINTAIN 3/4" MINIMUM DISTANCE BETWEEN CENTERS OF CONNECTION SCREWS AND
3/4" MINIMUM DISTANCE FROM THE CENTER OF SCREW TO EDGE OF CONNECTED PART.
INSTALL FASTENERS FROM THINNER THROUGH THICKER MATERIAL.
12. MECHANICAL BRIDGING SHALL BE PLACED AT A MINIMUM OF THIRD POINTS ALONG STUD
SPAN FOR ALL LOAD BEARING, SHEAR AND EXTERIOR WALLS LESS THAN 15 FEET TALL,
BUT NOT GREATER THAN 4'-0" OC. BRIDGING SHALL BE IN PLACE PRIOR TO PLACING ANY
LOADS ON THE STUD WALLS.
13. THE CONNECTION OF NONSTRUCTURAL COLD-FORMED STEEL FRAMING SHALL BE
PROVIDED WITH SLIP TYPE CONNECTION WHICH WILL ALLOW FOR DEFLECTION OF THE
BUILDING FRAME.
14. TYPICAL EXTERIOR WALL STUD SHALL BE 6" DEEP.
15. LOAD BEARING WALL FRAMING AND X BRACE FRAMING SHALL ALIGN WITH FRAMING ON
THE BUILDING STORY ABOVE/BELOW.
16. CONTINUOUS HSS6X6 PROVIDED AT HI ROOF BEARING SERVES AS A CONTINUOUS PERIMETER
TIE FOR PROGRESSIVE COLLAPSE RESISTANCE. DESIGN OF INTERNAL LONGITUDINAL AND
TRANSVERSE TIES, AND THEIR CONNECTION TO THE PROVIDED PERIMETER AND VERTICAL
TIES AT ROOF LEVEL, TO MEET UFC 4-0023-03 REQUIREMENTS IS INCLUDED IN THE DELEGATED
DESIGN. SUBMIT THE CALCULATIONS AND DRAWINGS FOR INTERNAL TIE AND CONNECTION
DESIGN AS PART OF THE DELEGATED DESIGN SUBMITTAL IN NOTE 2.
STEEL CONSTRUCTION NOTES
1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL
BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
2010 EDITION AND THE AISC "CODE OF STANDARD PRACTICE FOR BUILDINGS AND
BRIDGES", 2010 EDITION.
2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE
ABOVE LISTED AISC SPECIFICATION AND THE FOLLOWING:
A. SQUARE AND RECTANGULAR HSS ASTM A500, GRADE B, Fy = 46 KSI B. ROUND HSS ASTM A500, GRADE B, Fy = 42 KSI
C. WIDE-FLANGE SHAPES AND TEES ASTM A992
D. CHANNELS AND S-SHAPES ASTM A36/A36M
E. PLATES AND ANGLES ASTM A36/A36M
F. HIGH STRENGTH BOLTS ASTM 325
G. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36 UON
H. THREADED ROD ASTM A36/A36M
3. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM
TO AWS STANDARDS. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE. CURRENT
AWS CERTIFICATIONS SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE
CONTRACTING OFFICER'S REPRESENTATIVE.
4. UNLESS OTHERWISE NOTED MINIMUM WELD SIZE TO BE 1/4" FILLET WELD
5. CONFORM DIMENSIONAL TOLERANCES FOR WELDED CONSTRUCTION, DETAILS OF WELDS,
AND QUALITY OF WELDS WITH THE APPLICABLE REQUIREMENTS OF AWS D1.1 AND THE
CONTRACT DRAWINGS. CONTRACTOR SHALL VISUALLY INSPECT 100 PERCENT OF WELDS.
IN ADDITION, A MINIMUM OF 20 PERCENT OF WELDS SHALL BE RANDOMLY SELECTED AND
TESTED BY LIQUID PENETRANT. ALSO, 100 PERCENT OF FULL MOMENT WELDS ARE TO BE
TESTED BY ULTRASONIC METHODS.
6. ALL BOLTED CONNECTIONS, UON, SHALL USE HIGH STRENGTH BOLTS WITH HARDENED
CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTON LOADS.
7. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE PERMITTED.
BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.
8. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE FULLY TENSIONED CONNECTIONS,
THREADS INCLUDED IN THE SHEAR PLANE.
9. CONNECTION DESIGN IS DELEGATED TO THE CONTRACTOR. THE FABRICATOR SHALL
SUBMITDETAILS AND CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE
OF VIRGINIA TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO DOING ANY WORK OR
ORDERING MATERIALS.
10. CONNECTIONS FOR AXIAL, SHEAR AND BENDING FORCES SHALL BE DESIGNED FOR THE
FACTORED CAPACITY OF THE CONNECTED MEMBER.
11. THE MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED.
12. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS
SPECIFICALLY PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED
SUBMITTALS, AND AS SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.
13. PAINT ALL STEEL BELOW GRADE WITH TWO COATS OF COAL TAR EPOXY IN ACCORDANCE
WITH SSPC PAINT 16.
14. CONTRACTOR IS RESPONSIBLE FOR FURNISHING, DESIGNING AND INSTALLING SUPPORT
STEEL FOR THE SOLAR COLLECTOR ARRAY PER MANUFACTURER SPECIFICATION AND
COORDINATED WITH ARCHITECTURAL DRAWINGS.
15. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING MISCELLANEOUS STEEL
REQUIRED TO SUPPORT DRAINS, FAN CURBS, OVERFLOW DRAINS, ACCESS HATCHES,
ACCESS PANELS, ETC. COORDINATE WITH ARCHITECTURAL DRAWINGS.
16. POST INSTALLED ANCHOR BOLTS SHALL BE ASTM A193, GRADE B7 OR APPROVED EQUAL.
ANCHORS MAY BE UNDERCUT OR EPOXY ADHESIVE TYPE. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS. ANCHORS SHALL WITHSTAND LOAD INDICATED ON THE PLANS.
CONTRACTOR TO SUBMIT MANUFACTURER'S ANALYSIS AND DESIGN DATA, INCLUDING
ICC REPORT, SHOWING THAT THE ANCHOR BOLT SYSTEMS MEET THE ANCHOR FORCE
REQUIREMENTS IN ACCORDANCE WITH ACI 318 WITH APPENDIX D.
SLOPE SLOPE DIRECTION
DECK SPAN
INDICATES ELEVATION
REFERENCED TO
FINISH FIRST FLOOR
GRID REFERENCE LINE
STEEL
BRICK
CONCRETE MASONRY
UNIT
CONCRETE
GROUT
CAPILLARY WATER
BARRIER
EARTH FILL
CFMF OVER-FRAMING
LOAD BEARING CFMF
WALL
STRUCTURAL LEGEND
SYMBOL DESCRIPTION
[+/-X'-X"]
ABBREVIATIONS
ABBREVIATION
AB
AFF
ANR
APPROX
ARCH
ATFP
BC
BEJ
BM
BOC
BOS
BRG
BP
BRP
CFMF
CFS
CJ
CL
CLR
CMU
COL
CONN
CONC
CONT
COORD
DE
DIA
DIAG
DIM
DN
EA
EF
EJ
ELEV, EL
EOS
EQ
EW
EXT
FFE
FOB
FS
FTG
GA
HORIZ
HS
HSS
JBE
JS
JST
KB
KIPS (k)
LG
LLH
LLV
LSH
LSV
MAX
MECH
MFR
MIN
N/A
NIC
NO.
OC
OPP
PJF
PL
PLF
PSF
PSI
REINF
REJ
SCHED
SDS
SF
SHT
SIM
SPA
STD
T&B
TOC
TOF
TOM
TOS
TS
TYP
UON
VERT
WF
WP
WWF
WT
DESCRIPTION
ANCHOR BOLT
ABOVE FINISHED FLOOR
ANCHOR
APPROXIMATELY
ARCHITECTURAL
ANTI-TERRORISM AND FORCE
PROTECTION
BOTTOM CHORD
BUILDING EXPANSION JOINT
BEAM
BOTTOM OF CONCRETE
BOTTOM OF STEEL
BEARING
BEARING OR BASE PLATE
BRICK RELIEF PLATE
COLD-FORMED METAL FRAMING
COLD-FORMED STEEL
CONTROL JOINT
CENTER LINE
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONNECTION
CONCRETE
CONTINUOUS
COORDINATE
DECK EDGE
DIAMETER
DIAGONAL
DIMENSION
DOWN
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
EDGE OF SLAB
EQUAL
EACH WAY
EXTENSION
FINISHED FLOOR ELEVATION
FACE OF BRICK
FOOTING STEP
FOOTING
GAGE
HORIZONTAL
HIGH STRENGTH
HOLLOW STRUCTURAL SHAPE
JOIST BEARING ELEVATION
JOIST SUBSTITUTE
JOIST
KNUCKLED BEAM
1000 POUNDS
LONG
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONG SIDE HORIZONTAL
LONG SIDE VERTICAL
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
ON CENTER
OPPOSITE
PREMOLDED JOINT FILLER
PLATE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
REINFORCEMENT
ROOF EXPANSION JOINT
SCHEDULE
SELF DRILLING SCREW
SPREAD FOOTING
SHEET
SIMILAR
SPACES/SPACED
STANDARD
TOP AND BOTTOM
TOP OF CONCRETE
TOP OF FOOTING
TOP OF MASONRY
TOP OF STEEL
THICKENED SLAB
TYPICAL
UNLESS OTHERWISE NOTED
VERTICAL
WALL FOOTING
WORKING POINT
WELDED WIRE FABRIC
WEIGHT
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
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C H
E C
KE
D B
Y:
AN
S I
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FI
LE
N
AM
E:
IS
SU
E D
AT
E :
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
28010
S-001
VOLUME 3
G
EN
E R
AL
S
TR
U C
TU
R
A L N
O T E
S, D
ES
IG
N
LO
AD
S
A B
BR
E V
IA
TI
O N
S
A
IT
B A
R
RA
CK
S
CO
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PL
EX
PH
A
SE
3 0
M
A N
N O
R
FO
LK
D
I S
TR
IC
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N O
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FO
LK
, V
A
JP
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LW
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LW
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PR
PR
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N U
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AC
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N O
S S -
1-
6- 0 2
-0
B a ck ch ec k
F O R
T L E
E, V
I R G
IN
I A
M
AR
K D
ES
C
R
IP
TI
O
N D
STEEL HEADER
SEE PLAN
TRACK SEE SCHED
DOORS
WINDOWS
TYPICAL WALL ELEVATION
INTERIOR
OPENING WITH STEEL HEADER
JAMB
STUDS (TYP)
JAMB
STUDS (TYP)
JOIST BRG
ADD (1) STUD
ADJACENT TO
EA POST
LAP TRACK
0' - 6" TYP
4/S-505 SIM
POST SEE
S-002
S-002
S-002
S-002
S-002
S-002
S-002
S-002
S-002
S-002
S-002
S-002
6" THICK WALLS
600S WALL STUD
362S137-33 WEB STIFFENER
@ END BEARING
1/16"
1" EA FLANGE OF
WEB STIFFENER
(TYP)
SEE SCHEDULE
SEE…
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