Attachment_2_-_Drawings_Repair_Bay_A_Bldg_90005_2_Mar_2018.pdf
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- Repair Bay A, Bldg. 90005
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Attachment 2 - Drawings Repair Bay A Bldg 90005
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P O
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P O
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P O
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P O
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MA R Y E S T H E R , F LO R I D A
91065
90527
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90065
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90425
92509
92485
90059
90067
91262
91259
92500
93405
90408
92031
92078
92075
90020
90028
90421
90206
90630
91113
91258
93701
90332
91042
91136
90060
92077
90010
91126
90708
90812
91302
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93621
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93333
93332
92439
90700
90758
92531
93346
90428
92276
92108
90002
92552
91153
92542
91041
90353
90640
90501
93530
92049
93565
90718
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91250
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92408
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92096
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92003 92002
92020
90029
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90367
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90066
90638
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92517
90624
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92459
93413
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92074
92106
92104 92041
92053
92056
92070
92524
92506 92543
92097
92067
90404
90720
90632
92045
90203
91114
91119
91538
93640
90431
90838
99098
91033
92401
91000
90079
92444
90331
92511
90517
90705
92092
90117
92530
92445
91147
90343
90373
93549
93301
92545
93461
92523
91515
91024
91027
92433
92518
91361
92473
99031
92521
90140
90402
93476
92544
93429
92063
92088
91370
90518
90036
90417
91020
92062
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91351
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92562
91365
91603
91025
90926
93432
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91120
92466
90505
91035
93421
90074
90073
90039
93637
93389
92539
92036
92012
90213
92044
91500
99117
91266
92428
92460
93566
91310
91135
91106
90329
92503
90109
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90418
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93541
99010
90361
92047
90810
90627
90823
92514
93325
92555
92083
90742
93349
91164
91052
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92095
99137
92038
93398
90833
90081
91325
91360
91007
90743
90811
91156
90916
92079
92425
92400
92015
92407
91099
92527
90601
93510
93309
90355
92054
90070
90111
90357
90023
92471
92441
90102
93304
93317
93354
90911
91145
90076
92556
91152
91030
91132
91034
92033
92450
92502
99146
99018
99094
90729
91057
99053
92103
90387
90381
91161
92515
92446
92025
92464
90951
91162
90052
92529
93501
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90134
90613
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93629
90362
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90141
93517
90037
92064
90392
90629
93397
90069
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92424
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90430
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92541
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92023
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99719
99718 99717
99716
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90085
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93608
91122
90724
92051
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92001
92549
90626
92435
93453
90327
93645
92548
90701
92553
93365
91330
90809
90432
92437
91105
93596
90580
93650
93444
91103
93586
91104
90413
92087
92522
90207
99115
92100
92004
90827
93500
90320
93556
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91053
90058
92058
92068
92071
92076
92072
92010
92055 90056
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93373
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91146
93522
92026 92027
92040
90436
90054
90642
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92451
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92452
90606
91155
92436
91054
90145
90717
92030 92032
90372
90731
90328
92069
92024
90084
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93509
92455
92528
90703
92000
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91252
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90802
91037
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91140
91023
91151
92430
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92420
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90610
90801
91031
90121
92039
92432
90015
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90635
99068
90928
90616
90105
92406
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90615
92035
92052
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90375
90760
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92082 92061
92538
90337
91130
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92050
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93381 93341
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90131
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99145
99022
90825
90358
92098
90347
91163
92102
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91300
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92105
90621
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92099
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90048
92084
92546
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90300
91142
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91137
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91520
91255
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90033
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90619
90035
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90618
90128
90822
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93618
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92060
90138
90063
90806
90525
91047
92021 92019
92028
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90438
93589
90713
92403
90064
90370
90115
92519
92449
90426
90062
90636
91045
99030
90051
91254
90304
99500
91056
90366
91364
92429
99042
91303
91148
92093
90880
91301
90815
99118
99029
99061
90225
90416
92046
90439
90053
91265
92085
90030
91400
92550
90716
92427
93542
91159
92469
90032
90106
90637
90325
91307
99045
91048
90761
90101
92081
92431
90600
93660
90434
9200792006
90308
90043
92470
90918
Tully Street
Kissam Street
M A
Y S
T R
E E
T
Downs R oad
W a lkup W a y
M art i n Lu th er
K in g
Downs Road
Kan uha D riv e
Bles singer D riv e
Bartley Street
Mitchell Road
Independence Road
T e rr y
Av e nu e
McC lean Stre et
Harts on S tre e t
US98
Tully Street
M a in te na n c e H a u l R oa
US98
Howie Walters Way
Lielmanis Avenue
US98
K e rw o o d R o a d
C od y Av en ue
Lukasik Avenue
Tully Street R e d
H or se R oa d
H am by P lace
Westfa ll C irc le
Bedel Street
T u lly S tr e e t
T u lly S t re et
Ben ne tt A ve nu e
C ru z A ve n u e
Red Horse Road
C ru z A v e n u e
Frazier Street
B e n n e tt A v e n u e
Bedel Street
Indep en denc e R oa d
W a lkup W a y
Corlew Road
McMillan Street
US98
W e a v e r A v e nu e
Schmauss Lane
Hume Drive
Clark Road
Gelshlager Street
Whitbeck Street
C a m p a ig n e S tr e e t Purcell Drive
C o d y A ve n u e
US98
Independence Road
O 'N e il
A v e n u e
US98
McIntosh Court
Hume Drive
Harrison Dri ve
Acha Drive
H u m e D ri v e
Walters Drive
Hodges Street
Lewis Drive
Hume Drive
Galvan Street
Bland Street
Hume Drive
Grimm Lane unk unk
Tully Street
Bakke Street
M a y o
S tr e e t
Bakke Street
Tupelo Circle
Red Horse Road
S im p so n A v en ue
Tully Street
F o xx A v en u e
L et o u rn ea u
C irc le
L e to u rn e a u C irc le
90005
99031
99041
90005
Hartson Street
O 'N e il
A v e n u e
AR94997
DERETSI
G
E R
A R C H
IT
EC
T
FOETATS
FLO R IDA
R IC
E
ACREBO
R
RLT
03/02/18
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
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L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
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N G
IN
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ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
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ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
G-001
100% DESIGN SUBMITTAL
03-02-2018
T
IT
LE
S
H E
E T
TLW
RCR
CP1018887
REPAIR BAY "A" - BLDG 90005
HURLBURT FIELD, FLORIDA
CP1018887
NORTH
BASE MAP
PROJECT SITE
HURLBURT MAIN GATE
(NO COMMERCIAL ENTRY)
FIRE DEPARTMENT
BLDG. 90734
MARTIN LUTHER KING
JR. BLVD INTERSECTION
ENTRANCE
COMMERCIAL VEHICLE
INSPECTION ENTRANCE,
PASS AND ID OFFICE
HURLBURT EAST GATE (NO
COMMERCIAL ENTRANCE)
NORTH
CONTRACTOR
HAUL ROUTE
INDEX OF DRAWINGS
SHEET
NUMBER SHEET NAME
GENERAL
G-001 TITLE SHEET
G-101 LIFE SAFETY PLAN
ARCHITECTURAL
A-001 ABBREVIATIONS AND SYMBOLS
A-002 WALL TYPES
A-101 EXISTING FLOOR PLAN
A-102 DEMOLITION PLAN
A-110 NEW WORK FLOOR PLAN
A-111 DIMENSION PLAN
A-150 REFLECTED CEILING PLAN
A-151 STC 50 (SECURITY) GYP. WALLBOARD REFLECTED
CEILING PLAN
A-301 BUILDING SECTIONS
A-310 WALL SECTIONS
A-311 TYPICAL SECURITY/STC ASSEMBLY SEALING AND
ACCESS FLOOR DETAILS
A-601 OPENING SCHEDULE AND DETAILS
A-602 DOOR DETAILS
INTERIOR
I-120 FINISH PLAN, SCHEDULE AND DETAILS
FIRE PROTECTION
F-101 FIRST FLOOR DEMO PLAN -FIRE PROTECTION
F-102 FIRST FLOOR NEW PLAN - FIRE PROTECTION
F-103 FIRST FLOOR OVERALL PLAN - FIRE PROTECTION
MECHANICAL
M-001 GENERAL MECHANICAL INFORMATION
M-101 FIRST FLOOR DEMOLITION PLAN - HVAC
M-102 FIRST FLOOR NEW WORK PLAN - HVAC
M-103 FIRST FLOOR OVERALL PLAN - HVAC
M-501 MECHANICAL DETAILS
ELECTRICAL
E-001 LEGEND, ELECTRICAL GENERAL NOTES
E-002 1ST FLOOR OVERALL ELECTRICAL PLAN
E-101 ELECTRICAL DEMOLITION PLAN
E-102 LIGHTING PLAN
E-103 POWER PLAN
E-104 FIRE ALARM/MASS NOTIFICATION SYSTEM PLAN
E-105 COMMUNICATIONS SYSTEMS PLAN
E-106 COMMUNICATION SYSTEM DETAILS
E-107 BLUE/RED LIGHT SYSTEM PLAN
UP
E-B
E-A
M-1
M-2
M-3
M-EM-FE-1 E-2
DUNLEAVY ROOM
COMM
113A
CONFERENCE
ROOM
113B
VESTIBULE
113C
TRAVEL DISTANCE = 72'-6"
TRAVEL DISTANCE = 46'-7"
COMMON PATH OF
TRAVEL = 25'-10"
TRAVEL DISTANCE =
35'-11"
TRAVEL DISTANCE = 66'-10"
LIFE SAFETY DATA - INTERNATIONAL BUILDING
CODE 2015 EDITION
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
LIFE SAFETY CODE 101, 2015 EDITION
OCCUPANCY CLASSIFICATION:
OCCUPANCY LOAD CALCULATIONS:
CONSTRUCTION:
GROUP B - BUSINESS (IBC 304.1)
GROUP A-3 - ASSEMBLY
IBC
TABLE 1004.1.2
BUSINESS ASSEMBLY = 100 GSF PER OCCUPANT
ASSEMBLY = 15 GSF PER OCCUPANT
HEIGHT AND AREA ALLOWANCES: IBC TABLE 504.3 & 506.2
STRUCTURAL FRAME =
BEARING WALLS =
MAXIMUM DEAD END CORRIDOR: LSC 37.2.5.2 = 50 FT
MINIMUM NUMBER OF EXITS: LSC 37.2.5.2
MEANS OF EGRESS:
OCCUPANT LOAD:
EXERCISE ROOM (113) = 1631 SF / 15 GSF = 109 OCCUPANTS
CONFERENCE ROOM (101) = 277 SF / 15 GSF = 19 OCCUPANTS
NON-BEARING WALLS =
EXTERIOR = 0 HOUR
FLOOR CONSTRUCTION = 0 HOUR
ROOF CONSTRUCTION = 0 HOUR
0 HOUR
IBC TABLE 601 - TYPE II B (NON COMBUSTIBLE MATERIALS)
INTERIOR = 0 HOUR
EXTERIOR = 0 HOUR
INTERIOR = 0 HOUR
B = 4 FLOORS, 55 FT HEIGHT, 92,000 S.F.
DESIGNED BUILDING = 1 FLOOR, 2,345 SF
FIRE RATED CONSTRUCTION: IBC TABLE 601
OCCUPANT LOAD = 1-500 MINIMUM NUMBER OF EXITS = 2
EXITS PROVIDED IN DESIGN = 2
COMMON PATH OF EGRESS TRAVEL: LSC 37.2.5.3 = 75 FT
MAXIMUM TRAVEL DISTANCE TO EXIT: LSC 37.2.6.1, 250 FT SPRINKLED
REQUIRED EGRESS WIDTHS = LSC 7.3.3.1 = 0.2 PER OCCUPANT
OCCUPANCY = 128 OCCUPANTS - 25.6 REQUIRED, 80" PROVIDED
AUTOMATIC SPRINKLER SYSTEMS: YES
A = 3 FLOORS, 55 FT HEIGHT, 38,000 S.F.
PER LSC, 2015 EDITION
LIFE SAFETY LEGEND
EXIT PATH WITH SEGMENT TRAVEL
DISTANCE AND DIRECTION OF TRAVEL.
EXIT SIGN (SHADED REGION
INDICATES LIGHTED SIDE)
ROOM NAME / NUMBER DESIGNATION
ROOM NAME
COMMON PATH OR
TRAVEL DISTANCE
IA
R
E
OF
RC
SP
EC
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V #
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
RE
PA
IR
B
AY
A
R
EN
O
VA
TI
O
N
BU
IL
DI
NG
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
G-101
100% DESIGN SUBMITTAL
03-02-2018
LIF
E
SA
FE
TY
P
LA
N
TLW
RCR
CP1018887
3/16" = 1'-0"G-101
1 FLOOR PLAN - LIFE SAFETY PLAN
PLAN
NORTH
SCALE: 3/16" = 1'-0"
0 2'-8" 5'-4" 10'-8"
SYMBOLS LEGEND
ROOM NAME / NUMBER
DESIGNATION
DOOR NUMBER
WINDOW / LOUVER
TYPE
WALL TYPE
ELEVATION
TARGET
ELEVATION NUMBER
INTERIOR ELEVATION SYMBOL
SHEET ON WHICH
ELEVATION IS DRAWN
ELEVATION NUMBER
EXTERIOR ELEVATION SYMBOL
SHEET ON WHICH
ELEVATION IS DRAWN
NORTH ARROW
SECTION NUMBER
SECTION SYMBOL
SHEET ON WHICH
SECTION IS DRAWN
DETAIL NUMBER
DETAIL SYMBOL
SHEET ON WHICH
DETAIL IS DRAWN
PLAN
NORTH
A101
SIM
A
A
4 A-200
ROOM NAME
A-201
PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL
AT A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON
THE WALL ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED
IN THIS PLAN VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION
OF ALL WALL COMPONENTS AND OPENINGS.
PLAN NORTH
TRUE NORTH
L A/C
ACT
ADJ
AFF
ALT
ALUM
ARCH
AUTO
BD
BLDG
BM
BOT
BRG
BRG PL
BUR
C
CAB
CB
CEM
CF/CI
CF/GI
CI
CID
CIP
CJ
CL
CLG
CLR
CM
CMU
CPT
COL
CONC
COND
CONSTR
CONT
CONTR
COR
CORR
COTR
CU FT
CU YD
D
DET
DF
DIA
DIM
DIV
DS
DW
DWG
E
EF
EL
ELEC
ELEV
EQ
EQUIP
EMER SHR
EWS
EWC
EXH
EXIST
EXT
AND
AT
ANGLE
AIR CONDITION
ACOUSTICAL CEILING TILE
ADJACENT, ADJOINING,
ADJUSTABLE
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ARCHITECT(URAL)
AUTOMATIC
BOARD
BUILDING
BEAM, BENCH MARK
BOTTOM
BEARING
BEARING PLATE
BUILT-UP ROOFING
CHANNEL
CABINET
CATCH BASIN
CEMENT
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED/
GOVERNMENT INSTALLED
CAST IRON
COMPREHENSIVE INTERIOR
DESIGN PACKAGE
CAST-IN-PLACE, CAST IRON PIPE
CONSTRUCTION JOINT/CONTROL
JOINT
CENTER LINE, CLASS, CLOSE
CEILING
CLEAR, COLOR, COOLER
CENTIMETER(S)
CONCRETE MASONRY UNIT
CARPET
COLUMN
CONCRETE
CONDITION
CONSTRUCTION
CONTINUE, CONTINUOUS
CONTRACT, CONTRACTOR
CONTRACTING OFFICER'S
REPRESENTATIVE
CORRIDOR
CONTRACTING OFFICER
TECHNICAL REPRESENTATIVE
CUBIC FEET
CUBIC YARD
DRYER
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DIVISION, DIVIDE
DOWNSPOUT
DISHWASHER
DRAWING
EAST
EACH FACE
ELEVATION
ELECTRIC(AL)
ELEVATOR
EQUAL
EQUIPMENT
EMERGENCY SHOWER
EYE WASH STATION
ELECTRIC WATER COOLER
EXHAUST
EXISTING
EXTERIOR
FAX
FA
FD
FDTN
FE
FEC
FF EL
FIN GR
FLR
FP
FT
FTG
FRZ
GA
GALV
GB
GC
GF/GI
GF/CI
GL
GLZ
GMS
GDR
GR LN
GYP BD
HB
HC
HDBD
HDW
HM
HORIZ
HNDRL
HT
HVAC
IBC
ID
INCL
INSUL
INT
INV
INV EL
JS
KIT
LAM
LAV
LH
M
MAX
MECH
MFR
MH
MIN
MISC
MM
MS
MT
MTD
MTG
MTL
MW
MULL
N
NAT
NIC
NOM
NTS
OC
OD
OF/OI
OF/CI
FACSIMILE
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FINISH GRADE
FLOOR
FIREPROOF
FEET, FOOT
FOOTING
FREEZER
GAGE
GALVANIZED IRON
GRAB BAR
GENERAL CONTRACTOR
GOVERNMENT FURNISHED/
GOVERNMENT INSTALLED
GOVERNMENT FURNISHED/
CONTRACTOR INSTALLED
GLASS
GLAZING
GALVANIZED METAL STUD
GUARDRAIL
GRADE LINE
GYPSUM BOARD
HOSE BIBB
HANDICAP, HOLLOW CORE
HARDBOARD
HARDWARE
HOLLOW METAL
HORIZONTAL
HANDRAIL
HEIGHT
HEATING/VENTILATING/AIR COND
INTERNATIONAL BUILDING CODE
INSIDE DIAMETER
INCLUDED
INSULATION
INTERIOR
INVERT
INVERT ELEVATION
JANITOR SINK
KITCHEN
LAMINATE
LAVATORY
LEFT HAND
METER
MAXIMUM
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MILLIMETER
MOP SINK
MOUNT
MOUNTED
MOUNTING
METAL
MICROWAVE
MULLION
NORTH
NATURAL
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISH/
OWNER INSTALLED
OWNER FURNISH/
CONTRACTOR INSTALLED
ABBREVIATIONS
OH
OH DR
OPNG
OPP
PCF
PCC
PL
PLAM
PLYWD
PRKG
PSF
PSI
PT
PVC
QT
R
RA
RCP
RD
REBAR
REF
REG
REINF
RET
REV
RFCP
RFG
RH
RM
ROW
S
SC
SCHED
SD
SECT
SF
SHT
SIM
SPEC
SPKR
SQ
SS
SST
STA
STC
STD
STOR
STRUCT
SUSP
SYMM
SYS
T&B T&G
TE
TEL
THK
TOC
TOP
TOS
TV
TYP
UNO
VERT
VCT
VTR
W W/ W/O
WB
WC
WD
WH
WP
WSCT
WWR
OVERHANG, OVERHEAD
OVERHEAD (COILING) DOOR
OPENING
OPPOSITE
POUNDS PER CUBIC FOOT
PRECAST CONCRETE
PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
PARKING
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
POLYVINYL CHLORIDE
QUARRY TILE
RADIUS, RANGE, RISER
RETURN AIR
REFLECTED CEILING PLAN
ROOF DRAIN
REINFORCING STEEL BARS
REFERENCE, REFRIGERATOR
REGISTER
REINFORCE
RETURN
REVISION
REINFORCED CONCRETE PIPE
ROOFING
RIGHT HAND
ROOM
RIGHT OF WAY
SOUTH
SOLID CORE
SCHEDULE
STORM DRAIN
SECTION
SQUARE FOOT(FEET)
SHEET
SIMILAR
SPECIFICATION
SPEAKER
SQUARE
SERVICE SINK
STAINLESS STEEL
STATION
SOUND TRANSMISSION CLASS
STANDARD
STORAGE
STRUCTURAL
SUSPEND
SYMMETRICAL
SYSTEM
TOP AND BOTTOM
TONGUE AND GROOVE
TOP ELEVATION
TELEPHONE
THICKNESS
TOP OF CONCRETE
TOP OF PAVEMENT
TOP OF SLAB, TOP OF STEEL
TELEVISION
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VINYL COMPOSITION TILE
VENT THROUGH ROOF
WASHER, WEST, WIDE
WITH
WITHOUT
WOOD BASE
WATER CLOSET
WOOD
WATER HEATER
WATERPROOFING
WAINSCOT
WELDED WIRE REINFORCEMENT
A-201
NOTE:
AR94997
DERETSI
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E R
A R C H
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EC
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FOETATS
FLO R IDA
R IC
E
ACREBO
R
RLT
03/02/18
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
E
N G
IN
E
ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-001
100% DESIGN SUBMITTAL
03-02-2018
A B
B R
E V
IA
T
IO
N
S A
N D
S Y
M B
O
LS
TLW
RCR
CP1018887
WALL TYPE "5"
INTERIOR WALL TYPES
WALL TYPE "7"
SECURE SIDE
WALL TYPE "3"
SECURE SIDE
W
A
LL
S T
C S
E C
U R
IT
Y
S T
C S
E C
U R
IT
Y
W A
LL
1/ 2"
WALL TYPE "6"
T O
R E
M A
IN
E
X S
T . W
A
LL
WALL TYPE "2"
WALL TYPE "4"
SECURE SIDE
W A
LL
S T
C S
E C
U R
IT
Y
MAN TRAP
WALL TYPE "1"
SECURE SIDE
F R
A N
G
IB
LE
W
A
LL
1/ 2"
S T
C S
E C
U R
IT
Y
W A
LL
1/ 2"
T O
R E
M A
IN
E
X S
T . W
A
LL
AR94997
DERETSI
G
E R
A R C H
IT
EC
T
FOETATS
FLO R IDA
R IC
E
ACREBO
R
RLT
03/02/18
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
E
N G
IN
E
ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-002
100% DESIGN SUBMITTAL
03-02-2018
W A
LL
T
Y P
E S
TLW
RCR
CP1018887
WALL TYPE SCHEDULE
MARK DESCRIPTION STC
FIRE
RATING
1 SECURITY/STC 50 (MIN) SHAFT WALL (RAL-OT04-019): 4" GALVANIZED METAL C-H STUDS AT 24" O.C. (20 GA) WITH 1" GYPSUM LINER PANELS ON ONE SIDE AND TWO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE, 3" MINERAL FIBER INSULATION IN STUD CAVITY. STUD PARTITION TO BE HELD OFF FACE OF EXISTING WALL 1/2" CLEAR. PARTITION TO EXTEND TO STC GYPSUM CEILING ABOVE. SEAL ALL
PENETRATIONS THRU WALL AND WALL PEREIMETER WITH ACOUSTIC CAULK.
FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACED AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ROOM SIDE. STUD TO BE HELD OFF SECURITY
WALL 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
50 -
2 STC 45 (MIN.) (SA-870717): 6" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE WITH 3" FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO
UNDERSIDE OF STC GYPSUM CEILING ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL.
3 SECURITY/STC 50 (MIN) (SA-800504): 3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD ON ONE SIDE, TWO LAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON THE SECURE SIDE. 3" MINERAL FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO STC GYPSUM CEILING ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER WITH ACOUSTIC CAULK
50 -
4 SECURITY/STC 50 (MIN) (SA-800504): 3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD ON ONE SIDE, TWO LAYERS OF 5/8" TYPE "X" GYPSUM WALLBOARD ON THE SECURE SIDE. 3" MINERAL FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO STC GYPSUM CEILING ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER WITH ACOUSTIC CAULK.
FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACED AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ROOM SIDE. STUD TO BE HELD OFF SECURITY
WALL 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
50 -
5 STC 45 (MIN.) (SA-870717): 3 5/8" GALVANIZED METAL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE WITH 3" FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO
UNDERSIDE OF STC GYPSUM CEILING ABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL.
45 -
6 INTERIOR INFILL WALL: GALVANIZED METAL STUDS, TO MATCH EXISTING, AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE. PARTITION TO MATCH HEIGHT OF EXISTING WALL. -
7 SECURITY/STC 50 (MIN) SHAFT WALL (RAL-OT04-019): 4" GALVANIZED METAL C-H STUDS AT 24" O.C. (20 GA) WITH 1" GYPSUM LINER PANELS ON ONE SIDE AND TWO LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD ON SECURE SIDE, 3" MINERAL FIBER INSULATION IN STUD CAVITY. STUD PARTITION TO BE HELD OFF FACE OF EXISTING WALL 1/2" CLEAR. PARTITION TO EXTEND TO STC GYPSUM CEILING ABOVE. SEAL ALL
PENETRATIONS THRU WALL AND WALL PEREIMETER WITH ACOUSTIC CAULK.
FRANGIBLE PORTION OF WALL: 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. (BRACED AT 3RD POINTS) WITH ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ROOM SIDE. STUD TO BE HELD OFF SECURITY
WALL 1/2" CLEAR. PARTITION TO EXTEND TO 6" ABOVE FINISHED CEILING.
50 -
E-A
M-1
M-2
M-3
M-EM-F
EXISTING STAIR TO REMAIN
EXISTING STRUCTURAL
STEEL COLUMNS TO
REMAIN, TYPICAL
ELEV.
EXISTING WALLS TO
REMAIN, TYPICAL.
EXISTING WALLS TO
REMAIN, TYPICAL.
EXISTING STUD AND GYPSUM
BOARD "LID" ENCLOSURE TO
REMAIN.
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
BEGINNING DEMOLITION OR NEW CONSTRUCTIONS.
2. CONTRACTOR TO COORDINATE ALL NEW WORK, POWER, AND
WATER OUTAGES WITH CONTRACTING OFFICER AND BUILDING POC
PRIOR TO START OF CONSTRUCTION.
3. ALL EXISTING STUDS TO REMAIN IN PLACE. INSPECT AND CONFIRM
PATH OF NEW ELECTRICAL AND COMM WORK INTO SECURE WALL
CONSTRUCTION.
EXISTING FLOOR PLAN NOTES
AR94997
DERETSI
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A R C H
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FOETATS
FLO R IDA
R IC
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ACREBO
R
RLT
03/02/18
IA
R
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OF
RC
SP
EC
IA
AN
N
P
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L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
E
N G
IN
E
ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-101
100% DESIGN SUBMITTAL
03-02-2018
E X
IS
T
IN
G
F
LO
O R
P
LA
N
TLW
RCR
CP1018887
1/4" = 1'-0"A-101
1 FLOOR PLAN - EXISTING
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
PLAN
NORTH
M-1
M-2
M-3
M-EM-F
E
E
ELEVATOR
DEMOLISH LIGHTS IN
EXISITING CEILING, THIS
AREA, SEE ELECTRICAL
ALL EXISTING FINISHES BOTH
FLOOR & CEILINGTO BE
REMOVED. PREP AREA TO
RECEIVE NEW FINISHES
E
GRAPHIC LEGEND
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
EXISTING DOOR TO REMAIN
REMOVE EXISTING DOOR, FRAME
AND HARDWARE
REMOVE EXISTING WALL
CONSTRUCTION (AS INDICATED WITH
DASHED LINES)
EXISTING WALL CONSTRUCTION TO
REMAIN (AS INDICATED WITH LIGHT
SOLID LINES)
E
1. GOVERNMENT WILL REMOVE EQUIPMENT AND
FURNISHING PRIOR TO THE BUILDING DEMOLITION.
2. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL
DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENT.
3. DEMOLISH AND REMOVE ALL CEILING SYSTEMS AND
PREPARE AREA TO RECEIVE NEW ST CEILING AND
SUSPENDED CEILING SYSTEM.
4. ALL EXISTING FLOOR FINISHES SHALL BE REMOVED.
PREP ALL FLOORS TO RECEIVE NEW FLOOR FINISH.
DEMOLITON NOTES
AR94997
DERETSI
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A R C H
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FOETATS
FLO R IDA
R IC
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ACREBO
R
RLT
03/02/18
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
E
N G
IN
E
ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-102
100% DESIGN SUBMITTAL
03-02-2018
D E
M O
LI
T
IO
N
P
LA
N
TLW
RCR
CP1018887
1/4" = 1'-0"A-102
1 FLOOR PLAN - DEMOLITION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
M-1
M-2
M-3
M-EM-F
DUNLEAVY ROOM
COMM
113A
CONFERENCE
ROOM
113B
EXIT, IDS
ONLY
ACS
VESTIBULE
113C
A-301
113D
113A
113B
113C
6"
A.F.F.
1'-1"
A.F.F.
6"
A.F.F.
6"
A.F.F.
0"
A.F.F.
0"
A.F.F.
0"
A.F.F.
RAMP UP
R A
M P
U P
A-301
113E
C
ELEVATOR
FP
FP
FP
FP
FP
WB
WB
WB
WB
RR
R R
YELLOW SAFETY
TAPE AROUND
PERIMETER OF
LANDING AND RAMP
YELLOW SAFETY
TAPE AROUND
PERIMETER OF
LANDING AND RAMP
'-0
4'-0"
T Y
P
4' -0
TYP.
2'-6"
A-311
A-311
A-311
SIM.
A-311
A-311
113F
GRAPHIC LEGEND
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
SECURE LIMITS
DOOR NUMBER
WALL TYPE
ACCESS CONTROL DOOR
ELEV
11.00
FINISH FLOOR ELEVATION
NEW WALL CONSTRUCTION, SEE WALL
CONSTRUCTION LEGEND, SHEET A-001
EXISTING WALL
EQUIPMENT/FURNITURE, GF/GI
WB
WHITE BOARD (4'X8'), GF/GI
SPIN DIAL COMBINATION LOCK
EXISTING DOOR TO REMAIN
E
IDS
ACS
INTRUSION DETECTION SYSTEM
ACCESS CONTROL SYSTEM
FLAT PANEL MONITORS (GF/GI),
PROVIDE BLOCKING IN WALL FOR
SUPPORT
FP
COMM RACKS, GFGIR
AR94997
DERETSI
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A R C H
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FOETATS
FLO R IDA
R IC
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ACREBO
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RLT
03/02/18
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R
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OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
E
N G
IN
E
ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-110
100% DESIGN SUBMITTAL
03-02-2018
N E
W W
O R
K F
LO
O
R P
LA
N
TLW
RCR
CP1018887
1/4" = 1'-0"A-110
1 FLOOR PLAN - NEW WORK
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
FP
E
E
M-1
M-2
M-3
M-EM-F
DUNLEAVY ROOM
CONFERENCE
ROOM
113B
COMM
113A
VESTIBULE
113C
+/- 26'-0 3/8" 13'-0"
5' -2
'-0
'-4
'-0
8'-3" 2'-9" 17'-6 5/8" 10'-3 1/2"
4' -1
A-301
A-301
21'-5 1/2" 2'-2 1/4" 10'-7"
8'-1"
C
LE
A R
4' -0
CLEAR
6'-0"
CLEAR
5'-0"
C
LE
A R
6' -5
CLEAR
4'-0"
C
LE
A R
5' -0
C
LE
A R
6' -0
1'-0"
1' -0
ALIGN
ALIGN WITH FACE
OF EXISTING WALL
8' -2
/4
1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITION DIMENSIONS
PRIOR TO CONSTRUCTION.
GENERAL NOTES
AR94997
DERETSI
G
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A R C H
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EC
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FOETATS
FLO R IDA
R IC
E
ACREBO
R
RLT
03/02/18
IA
R
E
OF
RC
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
O
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
S
PE
C
IA
L
O P
ER
A
TI
O
N S
C
IV
IL
E
N G
IN
E
ER
S
Q U
A D
R O
N
H U
R
LB
U R
T
FI
E
LD
, F
LO
R
ID
A
R E
P A
IR
B
A Y
A R
E N
O V
A T
IO
N
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-111
100% DESIGN SUBMITTAL
03-02-2018
D
IM
E N
S
IO
N P
LA
N
TLW
RCR
CP1018887
1/4" = 1'-0"A-111
1 DIMENSION PLAN
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
M-2
M-3
M-EM-F
A-301
113B
113A
113C
10'-0"
10'-0"
10'-0"
A-301
9'-0"
9'-6" ABOVE
COMPUTER
ACCESS FLOOR
8'-11" ABOVE
COMPUTER
ACCESS FLOOR
9'-6" ABOVE
COMPUTER
ACCESS FLOOR
OPEN TO STC GYPSUM
BOARD CEILING ABOVE,
PAINTED
OS
OS
OS
OS
RH
RH
RH
RH
RH
PIR
PIR
PIR
F
A
F
A
F
A
F A
BL
RL
BLRL
BLRL
RH
RH
PIR
GRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL TILE
LAY-IN CEILING WITH GRID
RETURN AIR GRILLE, SEE
MECHANICAL DRAWINGS
EXIT LIGHT, SEE ELECTRICAL AND LIFE
SAFETY DRAWINGS FOR DIRECTIONAL
INFORMATION
F
A
RELOCATED FIRE ALARM SYSTEM SEMI-
FLUSH CEILING MOUNTED SPEAKER
STROBE, SEE ELECTRICAL DRAWINGS
RELOCATED MASS NOTIFICATION SYSTEM
SEMI-FLUSH CEILING MOUNTED AMBER
STROBE, SEE ELECTRICAL DRAWINGS
PIR
PASSIVE INFRARED MOTION DETECTOR,
SEE ELECTRICAL DRAWINGS
OS LIGHTING CONTROL CEILING MOUNTED
SENSOR, SEE ELECTRICAL DRAWINGS
CEILING HEIGHT (ABOVE EXISTING
FLOOR 0'-0")
ROOM NUMBER DESIGNATION
LIGHTING FIXTURE, SEE ELECTRICAL
DRAWINGS
9'-0"
2 X 2 LIGHTING FIXTURE, SEE
ELECTRICAL DRAWINGS
SECURITY/ STC 50 MIN FLOOR/CEILING
ASSEMBLY (RAL TL01-215, STC 60),
PAINTED (WHITE)
SUPPLY DIFFUSER, SEE
MECHANICAL DRAWINGS
RH
RL
BL
EMERGENCY LIGHTING UNIT REMOTE
HEAD, SEE ELECTRICAL DRAWINGS
CEILING MOUNTED ROTATING RED
LIGHT, SEE ELECTRICAL DRAWINGS
CEILING MOUNTED ROTATING BLUE
LIGHT, SEE ELECTRICAL DRAWINGS
1. PROVIDE 2X4 ACOUSTICAL CEILING TILES IN ROOMS WHERE
LAYOUT DOES NOT PERMIT AT LEAST A HALF 2X2 TILE.
2. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND
MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES
UNLESS NOTED OTHERWISE.
3. SEE ELECTRICAL DRAWINGS FOR CEILING MOUNTED
ELECTRICAL FIXTURES IDENTIFICATION NOT LISTED IN LEGEND.
REFLECTED CEILING NOTES
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IV
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LD
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ID
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A Y
A R
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O V
A T
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N
B U
IL
D
IN
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-150
100% DESIGN SUBMITTAL
03-02-2018
R E
F
LE
C T
E D
C E
IL
IN
G P
LA
N
TLW
RCR
CP1018887
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1/4" = 1'-0"A-150
1 REFLECTED CEILING PLAN - NEW WORK
M-3
M-EM-F
A-301
A-301
11'-10 7/8"
12'-9"
FURR DOWN AT
BEAM, SEE 1/A-310
H L
H L
FURR DOWN AT
BEAM, SEE 1/A-310
113C
11'-10 7/8"
EXISTING COLUMN
TO REMAIN
EXISTING COLUMN
TO REMAIN+/-
12'-1" +/-
GRAPHIC LEGEND
SECURITY STC 50 MIN,
FLOOR/CEILNG ASSEMBLY
(RAL TL01-215 STC 60),
PAINTED WHITE
VERTICAL TRANSITIONH
L
(HIGH)
(LOW)
CEILING HEIGHT +/-,
CONTRACTOR TO FIELD
VERIFY EXISTING CONDITIONS
AND LOCATION OF EXISTING
STRUCTURAL ELEMENTS
PRIOR TO CONSTRUCTION OF
STC CEIILNG SYSTEM
ROOM NUMBER
DESIGNATION
9'-0" +/-
STC RCP NOTES
1. GYPSUM WALLBOARD CEILING IS PART OF THE STC 50 FLOOR/CEILING ASSEMBLY.
2. INTENT IS TO INSTALL GYPSUM WALLBOARD TO FOLLOW UNDERSIDE OF EXISTING STRUCTURE WITH TRANSITIONS AND HEADERS AT BEAMS AS SHOWN ON THIS DRAWING AND DETAILS AND AS NOTED
OTHERWISE.
3. REFER TO REFLECTED CEILING PLANS FOR GYPSUM WALLBOARD CEILING AND HEADERS THAT ARE
NOT PART OF THE STC RATED FLOOR/CEILING ASSEMBLY AS NOTED.
4. GYPSUM CEILING SUPPORT FRAMING SHALL NOT BE USED TO SUPPORT OTHER ITEMS (I.E.:
DUCTWORK, LIGHTS, PIPING, CONDUIT, ETC.). UNI-STRUCT SYSTEM SHALL BE PROVIDED BY OTHER TRADES THAT IS TO BE CONNECTED TO THE BUILDING STRUCTURAL ELEMENTS. CONTRACTOR TO
COORDINATE INSTALLATION SEQUENCE OF VARIOUS SYSTEMS WITH EACH TRADE.
5. ALL BUILDING CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE INSTALLED BELOW THE STC RATED
CEILING ASSEMBLY, UNLESS NOTED OTHERWISE.
6. ALL PENETRATIONS THRU THE GYPSUM WALLBOARD CEILING PORTION OF THE STC CEILING
ASSEMBLY SHALL BE KEPT TO A MINIMUM AND COMPLETELY SEALED WITH ACOUSTICAL SEALANT.
7. TAPE JOINTS AND FINISH ALL GYPSUM WALLBOARD SURFACES AND PAINT WITH 2 COATS OF PAINT
(WHITE).
8. CONTRACTOR TO FIELD VERIFY EXISTING CONDITION DIMENSIONS PRIOR TO CONSTRUCTION.
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SHEET NUMBER:
OF
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A T
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B U
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D
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-151
100% DESIGN SUBMITTAL
03-02-2018
S T
C
(S
E C
U R
IT
Y
G
Y P
. W A
LL
B
O A
R D
R E
F
LE
C T
E D
C E
IL
IN
G P
LA
N
TLW
RCR
CP1018887
1/4" = 1'-0"A-151
STC 50 (SECURITY) GYP. WALLBOARD REFLECTED
CEILING PLAN
PLAN
NORTH SCALE: 1/4" = 1'-0"
0 2' 4' 8'
FIRST FLOOR
0"
EXISTING
MEZZANINE
15'-0 1/4"
M-F
DUNLEAVY ROOM
A-310
1 A-310
MODULAR RAISED
FLOORING SYSTEM
CEILING AS SCHEDULED
STC 50 CEILING ASSEMBLY
EXISTING 6" GALVANIZED METAL STUDS,
3" BATT IN STUD CAVITY WITH 5/8" TYPE
"X" GYPSUM BOARD ON BOTH SIDES TO
REMAIN
CONTINUOUS SECURE/STC 50
CEILING SYSTEM - 1" GYPSUM
LINER PANEL WITH 4""CH" STUDS
AT24" O.C., 2 LAYERS OF 5/8" TYPE
"X" GYPSUM WALL BOARD
EXISTING COLUMN
TO REMAIN
EXISTING COLUMN
TO REMAIN
EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO REMAIN
ALL EXISTING CONDUIT
TO REMAIN ABOVE
SECURE/STC CEILING
ASSEMBLY
SECURE/STC 50 CEILING
SYSTEM - 1" GYPSUM LINER
PANEL WITH 4""CH" STUDS
AT24" O.C., 2 LAYERS OF 5/8"
TYPE "X" GYPSUM WALL BOARD
6"
1' -1
FIRST FLOOR
0"
EXISTING
MEZZANINE
15'-0 1/4"
M-EM-F
CONFERENCE
ROOM
113B
EXISTING STAIRS TO REMAIN
MODULAR RAISED
FLOORING SYSTEM
CEILING AS SCHEDULED
STC 50 SHAFT
WALL/CEILING
ASSEMBLY
EXISTING STRUCTURE
TO REMAIN
FLAT SCREEN MONITOR, GFGI
1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITION PRIOR TO
CONSTRUCTION.
GENERAL NOTES
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-301
100% DESIGN SUBMITTAL
03-02-2018
B U
IL
D
IN
G
S E
C T
IO
N
S
TLW
RCR
CP1018887
1/4" = 1'-0"A-301
1 INTERIOR BUILDING SECTION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1/4" = 1'-0"A-301
2 SECTION AT EXISTING STAIR
FIRST FLOOR
0"
EXISTING
MEZZANINE
15'-0 1/4"
M-F
TOP OF STUD
13'-0 3/4"
DUNLEAVY ROOM
CEILING AS SCHEDULED
MODULAR RAISED ACCESS
FLOORING SYSTEM
5/8" GYPSUM WALL BOARD
EXISTING CONCRETE
SLAB ON METAL DECK
TO REMAIN
EXISTING 6" STEEL FRAMING
CONTRACTOR TO VERIFY EXISTING
CONSTRUCTION
EXISTING BAR JOIST TO
REMAIN, TYP.
2 1/2" GALVANIZED METAL
SUPPORT FRAMING
EXISTING BEAM TO
REMAIN
EXISTING BAR JOIST TO
REMAIN
SECURITY STC
50 (MIN) SHAFT
ASSEMBLYCONTINUOUS SECURITY/STC 50
(MIN) SHAFT ASSEMBLY
EXISTING COLUMN TO
REMAIN, PAINTED
SECURITY STC 50 (MIN)
SHAFT WALL ASSEMBLY
(RAL-OT04-019)
2 1/2" GALVANIZED METAL
STUDS @ 16" O.C., EXTEND 6"
ABOVE ADJACENT CEILING
EXISTING WALL
CONSTRUCTION TO
REMAIN
4" C-H STUDS @ 24" O.C.
EXTEND TO STC
CEILING ABOVE
3" MINERAL FIBER
INSULATION IN STUD
CAVITY
1" GYPSUM LINER
PANELS
2 LAYER 5/8" TYPE "X"
GYPSUM WALLBOARD
6"
9' -6
9'-11"
'-9
'-1
7/
8"
6" CH STUDS @ 24" O.C.
3" MINERAL FIBER
INSULATION IN STUD CAVITY
1" GYPSUM LINER
PANELS
2 LAYER 5/8" TYPE "X"
GYPSUM WALLBOARD
4" C-H STUDS @ 24"
O.C. EXTEND TO STC
CEILING ABOVE
3" MINERAL FIBER
INSULATION IN STUD CAVITY
1" GYPSUM LINER
PANELS
2 LAYER 5/8" TYPE "X"
GYPSUM WALLBOARD
5 1/8" 1/2"
3 1/8"1/2"
FIRST FLOOR
0"
EXISTING
MEZZANINE
15'-0 1/4"
M-E
1' -1
CEILING AS SCHEDULED
MODULAR RAISED ACCESS
FLOORING SYSTEM
5/8" GYPSUM WALL BOARD
EXISTING CONCRETE SLAB ON
METAL DECK TO REMAIN
EXISTING BAR JOIST TO
REMAIN, TYP.
SECURITY STC 50 (MIN)
SHAFT WALL ASSEMBLY
(RAL-OT04-019)
2 1/2" GALVANIZED METAL
STUDS @ 16" O.C., EXTEND 6"
ABOVE ADJACENT CEILING
EXISTING WALL
CONSTRUCTION TO
REMAIN
4" C-H STUDS, 20 GA. @
24" O.C. EXTEND TO
DECK ABOVE AND SEAL
3" MINERAL FIBER
INSULATION IN STUD
CAVITY
1" GYPSUM LINER
PANELS
2 LAYER 5/8" TYPE "X"
GYPSUM WALLBOARD
EXISTING COLUMN BEYOND
TO REMAIN, PAINTED
2'-8 3/8"
2 1/2" GALVANIZED METAL
STUD SUPPORT FRAMING
4" C-H STUDS @ 24" O.C.
EXTEND TO DECK ABOVE
AND SEAL
2 LAYERS 5/8" TYPE "X"
GYPSUM WALLBOARD
4" C-H STUDS, 20 GA. @
24" O.C. EXTEND TO DECK
ABOVE AND SEAL
3 1/8"
1/2"
5 1/8"
1/2"
8' -1
1"
1" GYPSUM LINER PANEL
2 LAYERS TYPE "X" 5/8"
GYPSUM WALLBOARD
1" GYPSUM LINER PANELS
3" MINERAL FIBER
INSULATION IN STUD CAVITY
3" MINERAL FIBER
INSULATION IN STUD CAVITY
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P A
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A T
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B U
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D
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-310
100% DESIGN SUBMITTAL
03-02-2018
W A
LL
S
E C
T
IO
N S
TLW
RCR
CP1018887
3/4" = 1'-0"A-310
1 INTERIOR BUILDING SECTION
3/4" = 1'-0"A-310
2 INTERIOR BUILDING SECTION
SCALE: 3/4" = 1'-0"
0 8" 1'-4" 2'-8"
ACOUSTICAL SEALANT
CONTROL JOINT
MINERAL WOOL INSULATION
STEEL J-RUNNER
1/2"
1" GYPSUM
LINER PANELS
GYPSUM PANELS AS
REQUIRED BY
SHAFTWALL ASSEMBLY
GYPSUM PANELS AS REQUIRED
BY SHAFTWALL ASSEMBLY
WALL BASE
ACOUSTICAL SEALANT
STEEL J-RUNNER SET IN
2 BEADS ACOUSTICAL
SEALANT
ACOUSTICAL SEALANT
FLOOR SLAB
COMPLETELY FILL VOID BETWEEN J-
RUNNER TRACK AND DECK WITH FIRE
SAFING MATERIAL OR NON-SHRINK GROUT
ACOUSTICAL SEALANT
1" GYPSUM LINER
PANELS
GYPSUM PANELS AS REQUIRED BY
SHAFTWALL ASSEMBLY
EXISTING
STRUCTURAL
BEAM/BAR JOIST
METAL TRIM
1" GYPSUM LINER
PANELS
STEEL J-RUNNER SET IN 2 BEADS
ACOUSTICAL SEALANT
METAL C-H STUD
3/ 8"
ACOUSTICAL
SEALANT
1" GYPSUM LINER
PANELS
ACOUSTICAL SEALANT
STEEL J-RUNNER
1" GYPSUM LINER PANELS
GYPSUM PANELS AS REQUIRED BY
SHAFTWALL ASSEMBLY
DIFFERENT ABUTTING SECURITY / STC ASSEMBLY
FASTENERS AS REQUIRED 24" O.C.
3/8"
0'-0"
TOP OF SLAB
3" MINERAL FIBER INSULATION
GALVANIZED METAL STUDS AS SCHEDULED
PER WALL TYPE LEGEND ON A-002
COMPUTER ACCESS FLOOR SYSTEM
EXISTING CONCRETE SLAB
TO REMAIN
5/8" TYPE "X" GYPSUM WALLBOARD
5/8" TYPE "X" GYPSUM WALLBOARD
COMPUTER ACCESS FLOOR SYSTEM
1' -1
6"
0'-0"
TOP OF SLAB
0'-6"
FINISHED FLOOR
3" MINERAL FIBER INSULATION
4" CH "J" RUNNER @ 24" O.C.
COMPUTER ACCESS FLOOR SYSTEM
EXISTING CONCRETE SLAB
TO REMAIN
2 1/2" GALVANIZED METAL
STUDS AT 16" O.C.
SECURITY/STC 50
(MIN.) WALL ASSEMBLY
1" GYPSUM LINER PANEL
2 LAYERS 5/8" TYPE "X"
GYPSUM WALLBOARD
4" CH STUDS @ 24" O.C.
EXISTING WALL TO
REMAIN 5/8" TYPE "X" GYPSUM WALLBOARD
NOTE:
1. ALL SECURE AND STC RATED PARTITIONS SHALL USE TYPE "X" GYPSUM WALL
BOARD. SEE WALL TYPE SCHEDULE ON A-002 FOR NUMBER OF LAYERS OF
GYPSUM WALL BOARD REQUIRED FOR EACH CONDITION.
2. ALL WALLS SHALL BE PAINTED FROM FLOOR SLAB TO DECK ABOVE, FULLY
TAPE AND SEAL ALL SEAMS AND PENETRATIONS ON BOTH SIDES.
DOOR THRESHOLD
ACCESS PANEL
FLOOR SYSTEM
CONCRETE SLAB,
SEE STRUCTURAL
STC 45(MIN.) WALL
ASSEMBLY
DOOR AS SCHEDULED
5/8" TYPE "X" GYPSUM
WALLBOARD, BOTH SIDES
(2) 2X FIRE RETARDENT BLOCKING,
ATTACH WITH 3/8" BOLTS @ 12" O.C.
ACCESS PANEL FLOOR SYSTEM
6"
SEALANT BOTH SIDES
3 5/8" 16 GA GALVANIZED METAL STUD
FRAMING AT 12" O.C.
3" BATT INSULATION
0'-0"
TOP OF SLAB
COMPUTER ACCESS
FLOOR SYSTEM
EXISTING CONCRETE
SLAB TO REMAIN
COMPUTER ACCESS
FLOOR SYSTEM
1' -1
6"
APRON WITH CARPET
TILE FINISH
AR94997
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FLO R IDA
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03/02/18
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SHEET REFERENCE:
D A
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SHEET NUMBER:
OF
D E
S C
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IP
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F O
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IV
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Q U
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LB
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LD
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P A
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A R
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O V
A T
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B U
IL
D
IN
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-311
100% DESIGN SUBMITTAL
03-02-2018
T Y
P
IC
A L
S E
C U
R
IT
Y /S
T C
A S
S E
M B
LY
S
E A
LI
N
G A
N D
A C
C E
S S
F
LO
O R
D E
T A
IL
S
TLW
RCR
CP1018887
3" = 1'-0"A-311
TYP. SECURITY/STC WALL- SHAFTWALL -
WALL CONTROL JOINT
3" = 1'-0"A-311
TYP. SHAFTWALL SECURITY /STC WALL - SHAFTWALL -
TOP & BOTTOM SEAL
3" = 1'-0"A-311
TYP. SECURITY/STC WALL - SHAFTWALL - WALL
JUNCTION
SCALE: 3" = 1'-0"
0 2" 4" 8"
1 1/2" = 1'-0"A-311
4 DETAIL AT ACCESS FLOOR
1 1/2" = 1'-0"A-311
5 DETAIL AT ACCESS FLOOR, NEW AND EXISTING WALL
3" = 1'-0"A-311
6 DOOR SILL AT ACCESS FLOOR
1 1/2" = 1'-0"A-311
7 DETAIL AT ACCESS FLOOR TRANSITION
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4"
HOLLOW METAL
(HM) FRAME
(1)
SEE SCHED
S E
E S
C H
E D
2" 2"
2"
DOOR FRAME ELEVATIONSDOOR ELEVATIONS
INTERIOR
S E
E S
C H
E D
SEE SCHED
SOLID CORE
WOOD(SCWD) DOOR
(A)
HARDWARE SET: 1 (DOOR 113C)
QTY: HEADING: DESCRIPTION
DOOR HARDWARE SCHEDULE
3 HINGE HW 5.0 HINGE A8111 5" X 4 1/2" X NRP X US26D
1 CORE CONSTRUCTION SFIC CONSTRUCTION CORE
1 CYLINDER AS REQUIRED SFIC 7-PIN RIM OR MORTISE CYLINER
1 I.C. CORE 1C7 BEST CORMAX COMBINATION CORE
1 DOOR POSITION SWITCH BALANCED MAGNETIC SWITCH
1 ELECTRONIC LOCKING DEVICE PEDESTRIAN DOOR LOCK ACCESS PANIC (PDLAP) HIGH SECURITY EL W/ X10
BASIS OF DESIGN IS LOCK MASTERS LKM7003 (NEEDS TO MEET FF-L2890B
TYPE 4 LOCK)
1 CLOSER SURFACE CLOSER C02011/02021 EXTRA HEAVY DUTY (EQUAL TO LCN 4040)
1 KICK PLATE KICK PLATE J102 .050 B4E CSK 10" X 2" LDW
1 WALL STOP FLOOR STOP (L02141) OR WALL STOP (L02251) AS REQUIRED
1 THRESHOLD PANIC THRESHOLD - PROVIDED BY DOOR SUPPLIER OR MFGR.
1 GASKETING ACOUSTICAL GASKETING PROVIDED BY DOOR MANUFACTURER
1 CARD READER CARD READER
1 POWER SUPPLY POWER SUPPLY 12 OR 24VDC AS REQUIRED
1 POWER TRANSFER POWER TRANSFER (BASIS OF DESIGN - LMK7003)
FINISH MANUFACTURER
US26D (652)
626 BY HARDWARE SUPPLIER
GF/GI
US32D
626 OR 630
BY DOOR MFGR./ SUPPLIER
BY DOOR MFR.
GF/GI
GF/GI, COORD. W/ CONTRACTOR
HARDWARE SET #2 (DOOR 113F)
6 HINGES HINGES A8112
1 LOCKSET LOCKSET - F37
2 LEVER HANDLES
2 KICK PLATE KICK PLATE J102 .050 B43 CSK 10" X 34" LDW
2 EXIT DEVICE TYPE 6, F01
HARDWARE SET #3 (DOOR 113)
4 HINGE HW 5.0 HINGE A5111 5" X 2-1/2" X NRP X US32D
1 LOCKSET MORTISE LOCK SERIES 1000, G1, F31 X ESC X LEVER X NO OUTSIDE TRIM
1 CORE-CONSTRUCTION SFIC CONSTRUCTION CORE
1 CYLINDER AS REQUIRED SFIC 7-PIN RIM OR MORTISE CYLINDER
1 I.C. CORE IC7 BEST CORMAX COMBINATED CORE
1 DOOR POSITION SWITCH BALANCED MAGNETCI SWITCH
1 CLOSER SURFACE COLSER C02011/02021 EXTRA HEAVY DUTY (EQUAL TO LCN 4040)
1 KICK PLATE KICK PLATE J102 .050 B4E CSK 10" X 2" LDW
1 WALL STOP FLOOR STOP (L02141) OR WALL STOP (L02251) AS REQUIRED
1 THRESHOLD PANIC THRESHOLD - PROVIDED BY DOOR SUPPLIER OR MFGR.
1 GASKETING ACOUSTICAL GASKETING PROVIDED BY DOOR MFGR.
1 EXIT ALARM EXIT ALARM A156.29 (EQUAL TO DETEX EAX500)
US32D
626 BY HARDWARE SUPPLIER
GF/GI
US32D
626 OR 630
BY DOOR MFGR/SUPPLIER
BY DOOR MFGR
HARDWARE SET #4 (DOOR 113B)
3 HINGES HINGES A8111 4.5 X 4.5 NRP
1 LOCKSET LOCKSET - F90
2 LEVER HANDLES
1 FLOOR STOP FLOOR STOP L02141 OR WALL STOP L02251 AS REQUIRE FOR APPLICATION
1 SOUND GASKET (SET) SOUND GASKETING PROVIDED BY DOOR MFGR.
1 DOOR BOTTOM ROY346
1 KICK PLATE KICK PLATE J102 .050 B43 CSK 10" X 34" LDW
HARDWARE SET #5 (DOOR 113A, 113D,)
3 HINGES HINGES A8112
1 LOCKSET LOCKSET - F37
2 LEVER HANDLES
1 WALL STOP FLOOR STOP L02141 OR WALL STOP L02251 AS REQUIRE FOR APPLICATION
1 KICK PLATE KICK PLATE J102 .050 B43 CSK 10" X 34" LDW
HARDWARE SET #5 (DOOR 113E)
6 HINGES HINGES A8112
1 LOCKSET LOCKSET - F37
2 LEVER HANDLES
2 WALL STOP FLOOR STOP L02141 OR WALL STOP L02251 AS REQUIRE FOR APPLICATION
2 KICK PLATE KICK PLATE J102 .050 B43 CSK 10" X 34" LDW
AR94997
DERETSI
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A R C H
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FOETATS
FLO R IDA
R IC
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ACREBO
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03/02/18
IA
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L O
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M M
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CO
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SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
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E V
A
IR
F O
R C
E
SP
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IA
L O
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M A
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S
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IN
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ID
A
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B
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A R
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A T
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N
B U
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D
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-601
100% DESIGN SUBMITTAL
03-02-2018
O P
E N
IN
G
S C
H E
D U
LE
A
N D
D E
T A
IL
S
TLW
RCR
CP1018887
DOOR SCHEDULE
DOOR FRAME
STC
RATING
FIRE
RATING
HARDWARE
COMMENTSMARK
SIZE
MAT ELEV MAT ELEV
DETAIL
SET
NO
KEYSIDE
ROOM
NUMBERWD HT THK HEAD JAMB SILL
113 4'-0" 7'-0" 1 3/4" SCWD A HM 1 1/A-602 2/A-602 - 50 - 3 CORRIDOR
113A 3'-0" 7'-0" 1 3/4" SCWD A HM 1 5/A-602 5/A-602 SIM. 6/A-311 45 - 5 113
113B 3'-0" 7'-0" 1 3/4" SCWD A HM 1 5/A-602 5/A-602 SIM. 6/A-311 45 - 4 113
113C 3'-0" 7'-0" 1 3/4" SCWD A HM 1 3/A-602 4/A-602 - 50 - 1 CORRIDOR
113D 3'-0" 7'-0" 1 3/4" SCWD A HM 1 6/A-602 6/A-602 SIM. - - - 5 113C
113E 4'-0" 7'-0" 1 3/4" SCWD A HM 1 5/A-602 5/A-602 SIM. - - - 5 113B
113F 6'-0" 7'-0" 1 3/4" SCWD A HM 1 5/A-602 5/A-602 SIM. - - - 2 CORRIDOR DOUBLE DOOR
1" GYPSUM LINER PANEL
CONTINUOUS SEALANT,
TYP. BOTH SIDES
3" (MIN.) FRICTION FIT SOUND
ATTENUATION BATT INSULATION
IN STUD CAVITY
STC RATED HOLLOW METAL DOOR FRAME,
PAINT. FILL FRAME W/ INSULATION PER
MANUFACTURERS RECOMMENDATIONS FOR
STC RATED ASSEMBLY
DOOR AS SCHEDULED HOLLOW METAL DOOR SOUND STOP W/
NEOPRENE GASKET
5/8" TYPE "X" GYPSUM WALLBOARD
ON 2 1/2" GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE
CONSTRUCTION LEGEND ON SHEET
A-002
4" GALVANIZED METAL CH "J"
RUNNER, SEE WALL TYPE /
CONSTRUCTION LEGEND ON
SHEET A-002
1/2"
5 1/8" 3 1/8"
1/2"
EXISTING STUD WALL TO
REMAIN, PATCH AND REPAIR AS
NEEDED TO INSTALL NEW
DOOR AND FRAME
NOTE: SOUND SEALS TO BE PROVIDED
AS REQUIRED BY TESTED ASSEMBLY
GYPSUM LINER PANEL ON 4" GALVANIZED
METAL CH "E" STUD, SEE WALL TYPE /
CONSTRUCTION LEGEND ON SHEET A-002
2 LAYERS 5/8" GYPSUM WALLBOARD
ON SECURE SIDE
DOOR AS SCHEDULED
JAMB ANCHORS, 3 PER
SIDE (MIN.)
3" (MIN.) FRICTION FIT SOUND ATTENUATION
BATT INSULATION IN STUD CAVITY
CONTINUOUS SEALANT, TYP.
BOTH SIDES
STC RATED HOLLOW METAL DOOR
FRAME, PAINT. FILL FRAME W/
INSULATION PER MANUFACTURERS
RECOMMENDATIONS FOR STC
RATED ASSEMBLY
HOLLOW METAL DOOR
SOUND STOP W/
NEOPRENE GASKET
1/ 2"
1/ 2"
1/
8"
1/ 8"
EXISTING STUD WALL TO REMAIN,
PATCH AND REPAIR AS NEEDED TO
INSTALL NEW DOOR AND FRAME
5/8" GYPSUM WALLBOARD
2 1/2" GALVAIZED METAL STUDS
2"
GYPSUM WALLBOARD ON
GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE
CONSTRUCTION LEGEND
ON SHEET A-002
GALVANIZED STEEL HEADER, SEE
STRUCTURAL DRAWINGS
CONTINUOUS SEALANT,
TYP. BOTH SIDES
3" (MIN.) FRICTION FIT SOUND ATTENUATION
BATT INSULATION IN STUD CAVITY
STC RATED HOLLOW METAL DOOR FRAME,
PAINT. FILL FRAME W/ INSULATION PER
MANUFACTURER'S RECOMMENDATIONS FOR
STC RATED ASSEMBLY
DOOR AS SCHEDULED
FRICTION FIT SOUND ATTENUATION
BATT INSULATION, FILL CAVITY
COMPLETELY
DOOR SOUND STOP W/ GASKET
NOTE: SOUND SEALS TO BE PROVIDED
AS REQUIRED BY TESTED ASSEMBLY
2"
GYPSUM WALLBOARD ON GALVANIZED METAL
STUD FRAMING, SEE WALL TYPE CONSTRUCTION
LEGEND ON SHEET A-002
18 GAGE MIN. GALVANIZED METAL DOUBLE STUD @
JAMB
DOOR AS SCHEDULED
JAMB ANCHORS, 3 PER
SIDE (MIN.)
FRICTION FIT SOUND ATTENUATION BATT
INSULATION, FILL CAVITY COMPLETELY
3" (MIN.) FRICTION FIT SOUND
ATTENUATION BATT INSULATION IN STUD
CAVITY
CONTINUOUS SEALANT, TYP. BOTH SIDES
STC RATED HOLLOW METAL DOOR
FRAME, PAINT. FILL FRAME W/
INSULATION PER MANUFACTURERS
RECOMMENDATIONS FOR STC
RATED ASSEMBLY
HOLLOW METAL DOOR
SOUND STOP W/
NEOPRENE GASKET
2" HOLLOW METAL DOOR
FRAME, PAINT
DOOR AS SCHEDULED
GYPSUM WALLBOARD ON
GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE
CONSTRUCTION LEGEND ON
SHEET A-002 THRU A-005.
GALVANIZED STEEL HEADER,
SEE STRUCTURAL
CONTINUOUS SEALANT,
TYP.
INSULATION AS SCHEDULED
ONE LAYER, 5/8" TYPE "X" GYPSUM
WALLBOARD ON GALVANIZED METAL
STUD FRAMING, SEE WALL TYPE /
CONSTRUCTION LEGEND ON SHEET
A-002
16 GA GALVANIZED STEEL STUD
HEADER (DOUBLE STUDS AT JAMBS)
CONTINUOUS SEALANT, TYP.
BOTH SIDES
3" (MIN.) FRICTION FIT SOUND
ATTENUATION BATT INSULATION
IN STUD CAVITY
DOOR AS SCHEDULED
SOUND ATTENUATION BATT
INSULATION, FILL CAVITY COMPLETELY
5/8" TYPE "X" GYPSUM WALLBOARD ON 2 1/2"
GALVANIZED METAL STUD FRAMING, SEE
WALL TYPE / CONSTRUCTION LEGEND ON
SHEET A-002
NOTE: SOUND SEALS TO BE PROVIDED
AS REQUIRED BY TESTED ASSEMBLY
HOLLOW METAL DOOR FRAME, PAINT. FILL
FRAME W/ MINERAL FIBER OR ROCK WOOL
INSULATION PER MANUFACTURERS
RECOMMENDATIONS FOR STC ASSEMBLY
AR94997
DERETSI
G
E R
A R C H
IT
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T
FOETATS
FLO R IDA
R IC
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ACREBO
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RLT
03/02/18
IA
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OF
RC
SP
EC
IA
AN
N
P
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L O
AT
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M M
S
CO
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SHEET REFERENCE:
D A
TE
SHEET NUMBER:
OF
D E
S C
R
IP
TI
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N R
E V
A
IR
F O
R C
E
SP
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IA
L O
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M A
N D
S
PE
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IA
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A
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ID
A
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P A
IR
B
A Y
A R
E N
O V
A T
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N
B U
IL
D
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
A-602
100% DESIGN SUBMITTAL
03-02-2018
D O
O R
D E
T A
IL
S
TLW
RCR
CP1018887
3" = 1'-0"A-602
1 INTERIOR SECURE/STC 50 HM DOOR HEAD
3" = 1'-0"A-602
2 INTERIOR SECURE/STC 50 HM DOOR JAMB
3" = 1'-0"A-602
3 INTERIOR STC 50 HM DOOR HEAD
3" = 1'-0"A-602
4 INTERIOR STC 50 HM DOOR JAMB
3" = 1'-0"A-602
5 INTERIOR DOOR HEAD DETAIL
JAMB SIMILAR
3" = 1'-0"A-602
6 INTERIOR SECURE/STC HM DOOR HEAD
DUNLEAVY ROOM
COMM
113A
CONFERENCE
ROOM
113B
VESTIBULE
113C
RAMP UP
R A
M P
U P
A F
A F
M C
T
A F
A F
MCT1
MCT1
MCT1
113C
113A
113B
AF1
A F
A F
AF1
CGCG
CG
CG
CG
GENERAL NOTES
1. ALL FINISHES LISTED HERE ARE BASED ON "PLAN NORTH" AS INDICATED ON FLOOR PLANS.
2. REFER TO REFLECTED CEILING PLAN SHEET A-150 FOR CEILING HEIGHTS.
3. REFER TO THIS SHEET, I-120 FOR EXTENT OF FLOOR FINISHES.
4. ROOMS WITHOUT NUMBERS RECEIVE NO NEW WORK.
5. ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE PAINTED PT2, SEMI-GLOSS FINISH.
6. ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES SHALL BE COLOR: GRAY
7. INSTALL MCT FLOOR FINISH MATERIAL WITH SCHLUTER SYSTEM (OR EQUAL) METAL EDGE TRIM AT
JUNCTURE OF DISSIMILAR MATERIALS.
8. ALL EXPOSED STRUCTURE SHALL BE PAINTED PT2.
9. MCT1 WILL INSTALL ON RAMPS AND RISERS, OVER ACCESS FLOORING.
10. FURNITURE SHOWN IS FOR REFERENCE ONLY. FURNITURE IS GF/GI.
11. ALL CONCRETE SLAB AREA TO RECEIVE ACCESS FLOORING TO BE SEALED WITH SC1.
FINISH SCHEDULE REMARKS
1. INSTALL MODULAR CARPET TILE, MCT1, IN MONOLITHIC PATTERN.
2. AF1 IS ACCESS FLOORING WITH MODULAR CARPET TILE MCT1. SEE BUILDING SECTIONS FOR
HEIGHT OF ACCESS FLOOR.
3. AF1 CONTINUES FROM EXERCISE AREA INTO CONFERENCE ROOM SPACES WITH MCT1. NO
LEVEL CHANGE.
4. ACCESS FLOORING CONTINUES AT SAME LEVEL INTO COMM. ROOM. SURFACE FINISH TO BE
STATIC DISSIPATIVE TILE.
5. MCT1 AT ENTRANCE DOORS INTO EXERCISE AREA WILL HAVE MCT1 INSTALLED ON SLAB. RAMP
AT EACH ENTRANCE WILL HAVE MCT1 INSTALLED OVER ACCESS FLOORING.
6. MCT1 AT ROOM 113C TO BE INSTALLED ON SLAB. NO ACCESS FLOORING.
7. CLOSET CEILING TO BE GPSUM BOARD PAINTED PT1.
ACT - ACOUSTICAL CEILING TILE
AF - ACCESS FLOORING
CG - CORNER GUARD
EX - EXISTING CONSTRUCTION
EXP - EXPOSED STRUCTURE
GWB - GYPSUM WALL BOARD
IS - INTERIOR SIGNAGE
ROOM FINISH / COLOR SCHEDULE KEY
MCT - MODULAR CARPET TILE
MTR - METAL TRIM
PT - PAINT
RM - RESILIENT MATERIAL
SC - SEALED CONCRETE
TBD - TO BE DETERMINED NEXT SUBMITTAL
NOTE: FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY PATTERN, TEXTURE AND SALIENT CHARACTERISTICS ONLY. LISTING OF MANUFACTURER INFORMATION IS NOT INENDED TO LIMIT
THE SELECTION OF PRODUCTS PROVIDED BY ANOTHER MANUFACTURER.
ACT - ACOUSTICAL CEILING TILE
1 - ARMSTRONG; FINE FISSURED NRC, 24" X 24" X 3/4",
TEGULAR WHITE, PRELUDE 15/16" GRID, WHITE.
AF - ACCESS FLOORING
1 - MODULAR CARPET TILE, MCT1
2 - STATIC DISSIPATIVE TILE - TYPE RM2
CG -CORNER GUARDS
1 - INPRO CORP.; PEPPERDUST 0119
EX - EXISTING CONSTRUCTION
EXP - EXPOSED STRUCTURE
ROOM FINISH / COLOR SCHEDULE KEY
GWB - GYPSUM WALL BOARD
IS - INTERIOR SIGNAGE
2/90 SIGN SYSTEM OR EQUAL: SLIDE THIN RAIL
TYPOGRAPHY: HELVETICA, COLOR: BLACK
INSERT COLOR: 786 SANDSTONE
TRIM: BLACK
MCT - MODULAR CARPET TILE
1 - TANDUS CENTIVA, CRAYON, STYLE #01957 COLOR:
48010 PRECIOUS METAL, 24" X 24" TILE, MONOLITHIC
INSTALLATION.
MTR - METAL TRIM
1 - SCHLUTER METAL TRIM, TRANSITIONS, CLEAR
ANODIZED FINISH.
PT - PAINT
1 - SHERWIN WILLIAMS: SW7022 ALPACA; EGGSHELL
2 - SHERWIN WILLIAMS: SW7022 ALPACA; SEMI-GLOSS
RM - RESILIENT MATERIAL
1 - BURKE COVE BASE, 113 MORNING MIST
2 - JOHNSONITE; GRANIT SD TILE; COLOR: SIDEWALK 309 6726
SC - SEALED CONCRETE
1 - EPOXY RESIN SEALER
5' -0
M
A X
9" MIN
USE FOR ALL PERMANENT BUILDING
SERVICE SPACES. SIGNS TO HAVE ROOM
NUMBERS, ROOM NAMES AND BRAILLE.
MECHANICAL
9"
6"
1 1/2" TACTILE ROOM NUMBER
WITH GRADE 2 BRAILLE
3/4" TACTILE ROOM DESCRIPTION
END CAPS
VACANT
SIGN WITH ROOM NAME, NUMBER,
BRAILLE AND TWO SLIDERS.
SLIDER: VACANT/OCCUPIED
CONFERENCE
OCCUPIED
1 1/2" TACTILE ROOM NUMBERS
WITH GRADE 2 BRAILLE
5/8" TACTILE ROOM NAME
SLIDER
END CAPS
9"
8"
2" 2"
4"
AR94997
DERETSI
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A R C H
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FOETATS
FLO R IDA
R IC
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ACREBO
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03/02/18
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L O
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M M
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CO
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SHEET REFERENCE:
D A
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SHEET NUMBER:
OF
D E
S C
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IP
TI
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E V
A
IR
F O
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SP
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IA
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A T
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
I-120
100% DESIGN SUBMITTAL
03-02-2018
F
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CP1018887
1/4" = 1'-0"I-120
1 FINISH PLAN
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
ROOM FINISH SCHEDULE
ROOM
NO. ROOM NAME
FLOOR BASE WALLS MILLWORK CEILING
REMARKSMAT FIN MAT FIN
NORTH EAST SOUTH WEST
MAT COLOR MAT COLORMAT FIN COLOR MAT FIN COLOR MAT FIN COLOR MAT FIN COLOR
113 DUNLEAVY ROOM AF 1 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 ACT 1 1,2,5
113A COMM AF 2 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 EXP PT 1 4
113B CONFERENCE ROOM AF 1 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 ACT 1 1,2,3,7
113C VESTIBULE MCT 1 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 ACT 1 1,6
SIGNAGE SCHEDULE
MARK ROOM NAME TYPE SIGN MOUNT LOCATION
113 DUNLEAVY ROOM TYPE A WALL
113A COMM ROOM TYPE B WALL
113B CONFERENCE ROOM TYPE A WALL
113C DUNLEAVY ROOM TYPE A WALL
3/8" = 1'-0"I-120
2 SIGN MOUNTING- TYPICAL
1 1/2" = 1'-0"I-120
4 SIGN TYPE B
SCALE: 3/8" = 1'-0"
0 1'-4" 2'-8" 5'-4"
SCALE: 1 1/2" = 1'-0"
0 4" 8" 1'-4"
1 1/2" = 1'-0"I-120
3 SIGN TYPE A
M-EE-4M-FE-3
M-3
M-1
4"ø FP-WET
3"ø FP-WET
4" ø
FP
-W
ET
3" ø
FP
-W
ET
4"ø FP-WET
3"ø FP-WET
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SHEET NUMBER:
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DE
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V #
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
F-101100% DESIGN SUBMITTAL
03-02-2018
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0 0
1/4" = 1'-0"1 FIRST FLOOR DEMO PLAN - FIRE PROTECTION
DATE: 11/28/17
STATIC PRESSURE: 65 PSI
RESIDUAL PRESSURE: 60 PSI
WATER FLOW: 840 GPM
TIME: 11:00 AM
FLOW TEST PROVIDED FOR INFORMATION ONLY
SOURCE OF WATER SUPPLY: REGIONAL UTILITIES
* CURRENT FLOW TEST DATA IS PRELIMINARY. FLOW TEST SHALL BE
PERFORMED BY SPRINKLER CONTRACTOR FOR DESIGN.
NOTIFY ENGINEER OF RECORD IN THE EVENT THAT FIRE FLOW TEST
RESULTS ARE LESS THAN ANTICIPATED.
PRELIMINARY FIRE FLOW TEST DATA*
SHEET NOTES
1 THE FIRE SPRINKLER CONTRACTOR SHALL REMOVE FIRE SUPPRESSION PIPING AND
HEADS AS SHOWN. MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM SHALL BE
IN ACCORDANCE WITH UFC 3-600-01 CHANGE 1, 28 NOVEMBER 2016, FIRE PROTECTION
ENGINEERING FOR FACILITIES, NFPA13, THE SPECIFICATIONS, AND THE AUTHORITY
HAVING JURISDICTION.
REMOVE PIPING TO POINT INDICATED AND CAP.
SQUARE FOOT
GALLONS PER MINUTE
POUNDS PER SQUARE INCH
SQ. FT.
GPM
PSI
DIAMETER
MAXIMUM
MINIMUM
ABOVE FINISHED FLOOR
IN ACCORDANCE WITH
AUTHORITY HAVING JURISDICTIONAHJ
AFF
DIA
MAX
MIN
IAW
NEW CONNECTION POINT
DEMOLISH TO POINT SHOWN
LEGEND
SPRINKLER PIPING
SPRINKLER HEAD
N
17 33
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AREA OF WORK
N
KEYPLAN
M-3
M-1
1 2
DUNLEAVY ROOM
CONFERENCE
ROOM
113B
COMM
113A
VESTIBULE
113C
4"ø FP-WET
SECURE PIPE PENETRATION DETAIL
NO SCALE
NON-SECURE SIDE SECURE SIDE
SECURE
BOUNDARY
WALL
STEEL FIRE
PROTECTION
PIPING
INSTALL A PIPE CLAMP
CONNECTED TO A
GROUNDING CONDUCTOR.
CONNECT GROUND WIRE TO BUILDING
STEEL STRUCTURE WITHIN SIX INCHES
OF PERIMETER USING #4 COPPER WIRE.
IA
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SHEET NUMBER:
OF
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AI
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RC
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SP
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IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90005
F-102100% DESIGN SUBMITTAL
03-02-2018
FI
RS
T
FL
OO
R
NE
W
P
LA
N
- F
IR
E
PR
OT
EC
TI
ON
DJM
FCB
CP1018887
R
EP
AI
R
B A Y
A R
EN
O
V A T I
O N
B U
IL
D I N
G
0 0
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1/4" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION
SHEET NOTES
1 THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE FIRE SUPPRESSION PIPING
AND HEADS AS SHOWN. MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM
SHALL BE IN ACCORDANCE WITH UFC 3-600-01 CHANGE 1, 28 NOVEMBER 2016, FIRE
PROTECTION ENGINEERING FOR FACILITIES, NFPA13, THE SPECIFICATIONS, AND
THE AUTHORITY HAVING JURISDICTION.
FIRE SPRINKLER CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR
APPROVAL PRIOR TO CONSTRUCTION.
WATER DEMANDS
NAME OF FACILITY: BUILDING 90005
LOCATION: HURLBURT AFB
TYPE OF CONSTRUCTION: NON-COMBUSTIBLE
OWNER: GOVERNMENT
AUTHORITY HAVING JURISDICTION:…
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