repair command post 1 soaos, bldg. 90208gsiconstruct.com/wp-content/uploads/2019/08/attch... · b....
TRANSCRIPT
PO
OL
PO
OL
PO
OL
PO
OL
PO
OL
MARY ESTHER, FLORIDA
91065
90527
9915799156
31022
31022
90639
91006
91158
9113191129
99901 99902
9039590080
9005
0
90050
90050
91362
99147
99
14
89
914
9
9053590535
90535
90209
90108
9910
8
90580
90581
91404
99326
90727
90800
90536
90534
91157
91107
91168
90306
90905
90917
99958
91059
91058
90086
90311
90500
90611
90730
30041
90083
90356
90364
99103
90524
99121
90626
90749
90757
90813
91041
91263
91264
9247892479
90351
90363
90360
90512 90513
90513
90512
29077
29077
91043
91038
90005
90734
90581
90534
29073
29073
90396 90396
29075
29075
29075
29075
91124
91149
93605
90379
90380
90507
91101
90506
92547
90628
99154
99077
90021
90503
91537
92557
90209
92540
90038
90427
90412
90502
99009
93576
90710
91141
93318
99005
92418
91625
90221
90228
99049
90612
90065
90365
90349
92536
93357
92509
92485
90059
90067
91262
91259
92500
93405
92031
92078
92075
90020
90028
90421
90206
90630
91113
91258
93701
90332
91042
91136
90060
92077
90010
91126
90708
90812
91302
92564
93621
90113
93333
93332
92439
90700
90758
92531
93346
92276
92108
90002
92552
91153
92542
91041
90353
90640
90501
93530
92049
93565
90718
92066
92507
90322
91250
90603
90231
92408
92465
90829
91049
90135
92096
92442
91013
93454
90712
92463
92101
90420
99065
93626
90519
92073
9200392002
92020
90029
91257
92018
90055
92467
93464
92402
90323
90407
90367
90050
90551
92086
90220
90310
90755
90034
91144
92468
90816
99141
92440
92525
91021
9042391028
90057
90061
90066
90638
90553
91260
93437
90625
92517
90624
91036
92508
92459
93413
91268
92074
92106
9210492041
92053
92056
92070
92524
92535
92506 92543
92097
92067
90404
90720
90632
92045
90203
91114
91119
91538
93640
90838
99098
91033
92401
91000
90079
92444
90331
92511
90517
90705
92092
90117
92530
92445
91147
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
91020
92062
99126
91351
90535
99019
92562
99158
91365
91603
91025
90926
93432
91601
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
99
13
8
90109
90763
90714
93541
99010
90361
92047
90810
90627
90823
92514
93325
92555
92083
90742
93349
91164
91052
90368
92095
99137
92533
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
9105792103
90387
90381
91161
92515
92446
92025
92464
90951
91162
90052
92529
93501
92014
90134
90613
92537
93493
93629
90362
99004
90141
93517
90037
92064
90392
90629
93397
90069
90068
99041
91510
99057
90388
92424
91112
91133
92094
90711
92048
93368
93485
90577
90075
90340
9910
79910
6
9901
7
99016
99014
99013
99020
99048
99090
99104
90607
92541
92516
99150
99535
99
13
6
92501
92463
9241992426
91154
92089
90747
90522
93538
92505
99058
92023
91032
92034
99067
91546
90210
92005
99024
99025
9905199127
9971999718 99717
99716
99015
99023
90609
90085
92461
92009
90511
92434
93445
93608
91122
90724
92051
92008
92001
92549
90626
92435
93453
90327
93645
92548
90701
92553
93365
91330
90809
92437
91105
93596
90580
93650
93444
91103
93586
91104
92087
92522
90207
99115
92100
92004
90827
93500
90320
93556
90333
91053
90058
92058
92068
92071
92076
92072
92010
9205590056
93486
93373
90817
90230
91146
93522
9202692027
92040
90377
90054
90642
90223
90001
93581
91012
92022
90378
92451
93573
92452
90606
91155
92436
91054
90145
90717
9203092032
90372
90731
90328
92069
92024
90084
90005
93509
92455
92528
90703
92000
92013
91252
91055
99043
90802
99
13
9
91037
92011
91140
91023
91151
92430
90759
92420
92275
90610
90801
91031
90121
92039
92432
90015
91009
91039
90635
99068
90928
90616
90105
92406
93477
90615
92035
92052
90707
90229
93613
90375
90760
90049
92082 92061
92538
90337
91130
91363
91350
91050
90334
92050
92090
9338193341
90950
99162
99001
90131
99060
90552
91016
99105
99007
99083
99055
99056
90390
99044
99126
99145
99022
90825
90358
92098
90347
91163
92102
90008
91300
90339
92105
90621
99059
92099
99116
90048
92084
92546
90374
90300
91142
92107
9201692017
90419
92551
92037
9204392042
92057
92513
91137
92059
90617
93653
92080
90215
90382
92404
90232
93386
90302
93414
99142
92091
90521
93557
91520
91255
90702
90033
92438
93597
90935
92065
93422
90369
90532
90619
90035
90208
90618
90128
90822
90748
92472
90137
93469
90371
93618
9102990352
92060
90138
90063
90806
90525
91047
9202192019
92028
90326
93589
90713
92403
90064
90370
90115
92519
92449
90426
90062
90636
91045
99030
90531
90051
91254
90304
99500
91056
90366
91364
92429
99042
91303
91148
92093
90880
91301
90815
99118
99029
99061
99
13
7
90225
92046
90053
91265
92085
90030
91400
92550
90716
92427
93542
91159
90359
92469
90032
90106
90637
90325
91307
99045
91048
90761
90101
92081
92431
90600
93660
9200792006
90308
1
90043
92470
90918
Tully Street
Kissam Street
MA
Y S
TR
EE
T
Downs Road
Walkup W
ay
Martin
Luther K
ing
Downs Road
Kanuha Driv
e
Blessinger Driv
e
Bartley Street
Mitchell Road
Independence Road
Terry
Ave
nue
McClean Street
Hartson S
treet
US98
Tully Street
Main
ten
anc
e H
aul
Ro
a
US98
Howie Walters Way
Lielmanis Avenue
US98
Ke
rwoo
d R
oad
Cod
y Ave
nue
Lukasik Avenue
Tully Street
Red
Hor
se R
oad
Ham
by Place
Westfall Circl
e
Bedel Street
Tu
lly S
tree
t
Tully S
treet
Bennett Avenue
Cru
z A
venu
e
Red Horse Road
Cru
z A
venu
e
Frazier Street
Be
nn
ett A
ve
nu
e
Bedel Street
Independence Road
Walkup W
ay
Corlew Road
McMillan Street
US98
Weav
er A
venu
e
Schmauss Lane
Hume Drive
Clark Road
Gelshlager Street
Whitbeck Street
Cam
paig
ne
Stre
et Purcell Drive
Cody A
venue
US98
Independence Road
O'N
eil
Ave
nu
e
US98
McIntosh Court
Hume Drive
Harrison Drive
Acha Drive
Hum
e D
rive
Walters Drive
Hodges Street
Lewis Drive
Hume Drive
Galvan Street
Bland Street
Hume Drive
Grimm Lane
unk
unk
Tully Street
Red Hors
e Road
Bakke Street
Ma
yo S
tree
t
Bakke Street
Tupelo Circle
Red Horse Road
Sim
pson A
venue
Tully Street
Fo
xx A
venu
e
Leto
urn
eau
Circl
e
Le
t ou
rneau
Cir cle
HURLBURT MAIN GATE (NO COMMERCIAL ENTRY)
BUILDING 90905
FIRE DEPARTMENTBLDG. 90734
MARTIN LUTHER KING JR. BLVD INTERSECTION ENTRANCE
PASS AND ID OFFICE COMMERCIAL VEHICLE INSPECTION ENTRANCE
HURLBURT EAST GATE (NO COMMERCIAL ENTRANCE)
CONTRACTOR HAUL ROUTE
BARTLEY STREET
TE
RR
Y A
VE
NU
E
90208
CONTRACTOR STAGING AREA
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
G-001100% DESIGN SUBMITTAL
1
01/30/2019
TIT
LE S
HE
ET
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
BASE MAP
REPAIR COMMAND POST 1 SOAOS, BLDG. 90208HURLBURT FIELD, FLORIDA
CP1026752
PROJECT SITE
INDEX OF DRAWINGS
NUMBER SHEET NAMEGENERAL
G-001 TITLE SHEET
STRUCTURAL
S-101 GENERAL NOTES
S-102 PARTIAL DEMOLITION PLAN
ARCHITECTURAL
A-001 LEGENDS, NOTES AND ABBREVIATIONS
A-110 FLOOR PLAN - EXISTING
A-111 FLOOR PLAN - DEMOLITION
A-112 FLOOR PLAN - NEW WORK
A-150 CEILING PLAN - EXISTING
A-151 CEILING PLAN - DEMOLITION
A-152 CEILING PLAN - NEW WORK
A-501 DETAILS
A-601 OPENING SCHEDULE AND DETAILS
A-602 OPENING DETAILS
A-603 OPERABLE PARTITION DETAILS
INTERIOR
I-120 FINISH PLAN, SCHEDULE AND DETAILS
I-121 FLOOR PLAN - GFGI FURNITURE
FIRE PROTECTION
F-001 GENERAL FIRE PROTECTION INFORMATION
F-101 DEMOLITION PLAN - FIRE PROTECTION
F-201 FIRST FLOOR PLAN - FIRE PROTECTION
FIRE ALARM
FA-001 FIRE ALARM LEGEND AND GENERAL NOTES
FA-002 FIRE ALARM DETAILS
FA-100 FIRE ALARM DEMOLITION PLAN
FA-200 FIRE ALARM NEW WORK PLAN
MECHANICAL
M-001 GENERAL MECHANICAL INFORMATION
M-101 DEMOLITION PLAN - HVAC
M-201 FIRST FLOOR PLAN - HVAC
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS
ELECTRICAL
E-001 LEGEND AND GENERAL NOTES
E-002 LIGHTING FIXTURE DETAILS AND SCHEDULE
E-100 ELECTRICAL DEMOLITION PLAN
E-200 NEW WORK POWER PLAN
E-201 NEW WORK MECHANICAL POWER PLAN
E-300 NEW WORK LIGHTING PLAN
E-400 PANEL SCHEDULES
E-401 PANEL SCHEDULES
E-402 PANEL SCHEDULES
TELECOMMUNICATIONS
T-001 TELECOM LEGEND AND ABBREVIATIONS
T-002 TELECOM NOTES
T-100 TELECOM DEMOLITION PLAN
T-110 TELECOM FLOOR PLAN
T-111 ENLARGED TELECOM FLOOR PLANS
T-201 TELECOM DETAILS
T-202 TELECOM DETAILS
T-301 TELECOM SINGLE LINE DIAGRAMS
T-401 TELECOM ENLARGED PLANS
NORTH
NORTH
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
RICE
ACREBO
R
RLT
01/30/19
1.00 GENERAL NOTES1.01 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.
1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCY.
1.03 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OF CONSTRUCTION THAT THE NEW STRUCTURE HAS ON THE EXISTING STRUCTURE.
1.04 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS.
1.05 DESIGN CRITERIA: THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:A. UFC 1-200-01, GENERAL BUILDING REQUIREMENTSB. UFC 3-301-01, STRUCTURAL ENGINEERING, WITH CHANGE 1C. UFC 3-310-04, SEISMIC DESIGN FOR BUILDINGS WITH CHANGE 1D. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, INCLUDING CHANGE 1E. INTERNATIONAL BUILDING CODE, 2015F. UFC 4-023-03, DESIGN OF BUILDINGS TO RESIST PROGRESSIVE COLLAPSE WITH CHANGE 1G. ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESH. ACI 302.1 R-04, CONCRETE FLOOR AND SLAB CONSTRUCTIONI. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEJ. ACI 360 R-10, DESIGN OF SLABS-ON-GROUNDK. AISC STEEL CONSTRUCTION MANUAL 14TH EDITIONL. TMS 402/602-16, BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES (ACI 530)M. APPLICABLE STEEL DECK AND JOIST INSTITUE GUIDES AND SPECIFICATIONS
1.06 DESIGN LOADS:A. DEAD LOADS:
1. MECHANICAL, ELECTRICAL, PLUMBING: 5 PSF2. CEILINGS AND INSULATION: 5 PSF3. ROOFING MEMBRANE: 5 PSF
B. LIVE LOADS: (MAY BE REDUCED PER CODE)1. STAIRS: 100 PSF2. CORRIDORS: 100 PSF3. OFFICE BLDG - OFFICES: 50 PSF4. PARTITIONS: 15 PSF (NOT REQUIRED WITH LIVE LOADS EXCEEDING 80 PSF)5. ROOFS: 20 PSF6. SLAB-ON-GRADE: 100 PSF
C. WIND LOADS - STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7-10. SEE WINDPRESSURE DIAGRAM & CHART ON S102 FOR DESIGN ASSUMPTIONS.
D. EARTHQUAKE LOADS:1. SEISMIC IMPORTANCE FACTOR (Ie): 1.52. OCCUPANCY CATEGORY: IV3. SEISMIC DESIGN CATEGORY: C4. MAPPED SPECTRAL RESPONSE ACCELERATIONS & PARAMETERS
Ss = 0.08gS1 = 0.05g
5. SITE CLASSIFICATION: D6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: MASONRY SHEAR WALLS7. SEISMIC RESPONSE COEFFICIENT, Cs = 0.018. RESPONSE MODIFICATION FACTOR, R=3.59. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE
REFER TO MEP DWGS FOR SEISMIC SUPPORT AND ATTACHMENT REQUIREMENTS FOR CERTAIN MEP COMPONENTS AS PER THE IBC.
1.07 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION.
2.00 FOUNDATIONS AND SLAB-ON-GRADE2.01 AT THIS TIME NO GEOTECHNICAL REPORT HAS BEEN SUBMITTED. AN ALLOWABLE SOIL BEARING PRESSURE HAS BEEN CONSERVATIVELY ESTIMATED BASED ON SIMILAR PROJECTS OF THIS SIZE AND LOCATED IN THE SAME GENERAL AREA OF CONSTRUCTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL CHECK COMPACTION OF THE FOOTINGS. THE SOILS IMMEDIATELY BENEATH ALL FOOTINGS SHOULD BE COMPACTED FOR A MINIMUM DEPTH OF 12 INCHES TO A MINIMUM OF 95% OF THE SOIL’S MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557) USING A LARGE TAMPER.
2.02 SLAB-ON-GRADE REQUIREMENTS:A. THE SLAB-ON-GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, PLACED ON COMPACTED SUBGRADE,REINFORCED WITH #3 AT 12”.
B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “C.J.” IF NOT INDICATED, LOCATEDJOINTS AT COLUMN CENTERLINES AND AT 20’-0” O.C MAX. SAWCUT CONTROL JOINTS AS SOON AFTER POURING ASPOSSIBLE, WHEN CONCRETE WILL NOT RAVEL; 12 HRS. MAX. CURE CONCRETE IN ACCORDANCE WITH ACI 301. BEGINCURING IMMEDIATELY AFTER POURING TO LIMIT CRACKING PRIOR TO SAWCUTTING CONTROL JOINTS.
C. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT. IN THE ABSENCE OF AGEOTECHNICAL REPORT, PROVIDE TYPE D FILL, 8 INCHES THICK BELOW THE BOTTOM OF THE FLOOR SLABS ANDFOOTINGS COMPACTED TO 100% OF THE MAXIMUM MODIFIED PROCTOR DENSITY. DENSITY TESTS SHALL BE TAKEN AT1000 SF INTERVALS. SEE SPECIFICATIONS AND REPORT (IF AVAILABLE).
D. SEE SPECIFICATIONS FOR VAPOR RETARDER MATERIAL. VAPOR RETARDER SHALL CONFORM TO ASTM E1745,CLASS A, B, OR C. THE VAPOR RETARDER SHOULD BE PLACED OVER THE PREPARED SUBGRADE. TO REDUCE THEPOSSIBILITY OF PUNCTURE WHEN THE VAPOR RETARDER IS TO BE PLACED OVER A ROUGH GRANULAR FILL LAYER,PROVIDE A THIN LAYER OF APPROXIMATELY 1/2 INCH OF FINE-GRADED MATERIAL ROLLED OR COMPACTED OVER THEGRANULAR FILL LAYER PRIOR TO INSTALLATION OF THE VAPOR RETARDER. VAPOR RETARDER SHOULD BEOVERLAPPED 8 IN. AND TAPED AT THE JOINTS AND CAREFULLY FITTED AROUND SERVICE OPENINGS.
3.00 REINFORCED CONCRETE3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301-16, SPECIFICATIONS FOR STRUCTURAL CONCRETE. DESIGN IS BASED ON ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315R-18, GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.
3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. ALL CONCRETE SHALL HAVE ENTRAINED AIR, U.N.O. CONCRETE MAY CONTAIN A PROPERLY DESIGNED SUPERPLASTICIZER FOR WORKABILITY.
3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.
3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.
3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.
3.06 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE STRUCTURAL ENGINEER SHALL APPROVE THE LOCATION OF VERTICAL CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF CONSTRUCTION JOINT TO THE ENGINEER FOR REVIEW. PROPOSED METHODS MUST BE ACCEPTABLE TO THE ARCHITECT BEFORE USE.
3.07 PLACE VERTICAL CONTROL JOINTS IN CONCRETE WALLS AT 10'-0" O.C. (MAX), 3/4" DEEP, V-CHAMFERED ON BOTH FACES. CONSTRUCTION JOINTS SHALL FALL ON CONTROL JOINTS AND SHALL BE KEYED. STOP 50 PERCENT OF THE SPECIFIED LONGITUDINAL REINFORCEMENT AT THE CONTROL JOINT.
3.08 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".
3.09 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOT PERMITTED.
3.10 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.
3.11 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI 318-14 TABLE 20.6.1.3.1):
A. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:1. #6 THROUGH #18 BARS: 2"2. #5 BARS AND SMALLER: 1-1/2"
B. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:1. SLABS AND WALLS: 3/4"2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1-1/2"
3.12 THE DESIGN AND CONSTRUCTION OF FORMS - SEE FORM NOTES. SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28-DAY STRENGTH.
3.13 THE LICENSED DESIGN PROFESSIONAL, A PERSON UNDER THE SUPERVISION OF A LICENSED DESIGN PROFESSIONAL, OR A QUALIFIED INSPECTOR SHALL VERIFY COMPLIANCE WITH CONSTRUCTION DOCUMENTS. (ACI 318-14 PAR. 26.13.1.3)
3.14 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY A REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)
4.00 MASONRY4.01 CONCRETE MASONRY DESIGN, CONSTRUCTION AND TESTING SHALL CONFORM TO TMS 402/602-16, BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.
4.02 PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90, UNLESS NOTED OTHERWISE.
4.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 2,000 PSI.
4.04 PROVIDE TYPE "M" OR “S” MORTAR IN ACCORDANCE WITH ASTM C270 BY PROPORTION REQUIREMENTS, UNLESS NOTED OTHERWISE.
4.05 VERTICAL CELLS SHALL BE REINFORCED WITH #5 AT 16" O.C. MINIMUM, UNLESS NOTED OTHERWISE (U.N.O.) IN THE CONTRACT DRAWINGS. VERTICAL REINFORCING SHALL BE CONTINUOUS (LAPPED 48 BAR DIAMETERS MINIMUM AT SPLICES, U.N.O.) AND HELD IN POSITION AT THE TOP AND BOTTOM OF THE GROUT POUR. U.N.O., POSITION VERTICAL REINFORCING IN THE CENTER OF THE CELL.
4.06 PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE. GROUT SHALL BE FLUID CONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. FILL ALL CELLS BELOW GRADE WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED BY AGAIN PUDDLING LATER, BEFORE PLASTICITY IS LOST. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF THE GROUT 1-1/2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT.
4.07 PROVIDE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A82, NO. 9 GAUGE OR HEAVIER, ZINC COATED, PLACED 16 INCHES ON CENTER UNLESS NOTED OTHERWISE.
4.08 PROVIDE RUNNING BONDS WITH VERTICAL JOINTS LOCATED AT CENTER OF MASONRY UNITS IN THE ALTERNATE COURSE BELOW, UNLESS NOTED OTHERWISE.
4.09 ALL MASONRY UNITS SHALL BE FREE OF EXCESSIVE DUST AND DIRT AT THE TIME THEY ARE LAYED BY THE MASON.
4.10 ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS IN ALL REINFORCED MASONRY WALLS SHALL BE FULLY BEDDED IN MORTAR. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM EACH FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS, BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES.
4.11 PROVIDE VERTICAL CONTROL JOINTS BETWEEN REINFORCED MASONRY WALLS AND PARTITION WALLS, AND AT A MINIMUM OF 20’-0” O.C.
5.00 POST-INSTALLED ANCHORS OR REBAR5.01 EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS. HILTI ANCHORS WERE USED AS THE BASIS OF DESIGN. EQUIVALENTS MAY BE SUBMITTED FOR APPROVAL.a) REBAR DOWELING INTO CONCRETE: ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:
(1) HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM W/ CONTINUOUSLY DEFORMED REBARPER ICC ESR-3187.(2) HILTI HIT-RE 500-V3 EPOXY ADHESIVE ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICCESR-2322.
b) ANCHORAGE TO SOLID GROUTED MASONRY: ADHESIVE ANCHORS USE:(1) HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC PENDING).
5.02 ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR DEWALT OR SIMPSON OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE.
5.03 INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING AND IN STRICT ACCORDANCE WITH THE CURRENT ICC ESR.
5.04 OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEMOR POWERS PISTON PLUG METHOD OR SIMPSON RETAINING CAP SYSTEM AND IN STRICT ACCORDANCE WITH THE CURRENT ICC ESR.
5.05 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER’S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS.
5.06 ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.
5.07 EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS, BY HILTI FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS.
5.08 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2011 (SECTION D.9.2.2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TOCOMMENCEMENT OF INSTALLATION.
5.09 PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDLING CODE AND PER THE CURRENT ICC-ES REPORT FOR THE ANCHOR.
6.00 SHORING AND FORMWORK NOTES6.01 ALL SHORING EQUIPMENT IS TO BE ERECTED IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS AND THE GENERAL RECOMMENDATIONS OF THE C.S.A. STANDARD S269.1, ACI, OSHA AND THE SCAFFOLDING, SHORING AND FORMING INSTITUTE, INC. ALL FALL PROTECTION REQUIREMENTS ARE TO BE FOLLOWED IN ACCORDANCE WITH LOCAL REQUIREMENTS.
6.02 ALL SHORING EQUIPMENT MUST BE ERECTED PLUMB AND LEVEL IN BOTH DIRECTIONS, UNLESS OTHERWISE INDICATED ON THE DRAWING.
6.03 ALL LOADS BETWEEN STRUCTURAL MEMBERS OF THE SYSTEM MUST BE TRANSFERRED CONCENTRICALLY.
6.04 IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS ON THESE DRAWINGS WITH THE SITE. ANY DISCREPANCY MUST BE REPORTED TO JOE DEREUIL ASSOCIATES, LLC BEFORE PROCEEDING WITH WORK.
6.05 ALL SHORING AND FORMWORK ACCESSORIES MUST BE PROPERLY ATTACHED AND SECURELY FASTENED BEFORE CONCRETE PLACEMENT.
6.06 THE CONTRACTOR IS TO HAVE SOLE RESPONSIBILITY FOR COMPLIANCE WITH THE SAFETY REQUIREMENTS FOR FALSEWORK DURING DISMANTLING, FLYING AND ERECTION OF FORMS. THE CONTRACTOR IS RESPONSIBLE FOR THE FINAL INSPECTION OF SHORING AND FORMWORK TO ENSURE THE COMPLIANCE WITH THE APPROVED DRAWINGS AND GOOD ERECTION PRACTICE.
6.07 ALL APPLICABLE SAFETY STANDARDS FOR SHORING AND FORMWORK MUST BE FOLLOWED DURING ERECTION OF ALL EQUIPMENT AND DURING THE CONCRETE PLACEMENT.
6.08 IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DIMENSIONS ON SITE. ANY DISCREPENCY IS TO BE REPORTED TO JOE DEREUIL ASSOCIATES, LLC BEFORE PROCEEDING WITH THE WORK.
6.09 DESIGN OF LUMBER USED FOR SHORING AND FORMWORK IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY LUMBER SHOWN ON THIS DRAWING IS FOR THE GUIDANCE OF THE CONTRACTOR. THE SUGGESTED LUMBER SIZES SHOWN HAVE BEEN DETERMINED IN ACCORDANCE WITH THE C.S.A. STANDARD 086.1 OR THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (U.S.-1977), OR THE LATEST EDITIONS OF THE ABOVE.
6.10 ALL LUMBER MUST BE FREE FROM CRACKS, SPLITS, LARGE KNOTS, AND OTHER DEFECTS. REFER TO APPLICATION DRAWINGS FOR MEMBER SIZES AND LUMBER SPECIFICATIONS FOR EACH PROJECT.
6.11 THE WORKING STRESSES INCLUDE ALLOWANCE FOR LOADING OF SHORT DURATION AND WERE USED TO ESTABLISH THE SUGGESTED LUMBER SIZES. (ALLOWANCES ARE BASED ON THE APPLICABLE DESIGN CODES).
6.12 THE PLYWOOD IS TO BE 7-PLY 11/16" (17.5 MM), G2S OR AMERICAN PLYWOOD ASSOCIATION CLASS 1 PLYWOOD, OR BETTER UNLESS SPECIFIED OTHERWISE ON THE APPLICATION DRAWING.
6.13 THE FACE GRAIN OF PLYWOOD IS TO RUN PERPENDICULAR TO ITS SUPPORTS.
6.14 THE DENSITY OF CONCRETE USED IN THE DESIGN OF SHORING IS 150 LBS./CU.FT. (23.6 KN/M³) UNLESS NOTED OTHERWISE ON THE APPLICATION DRAWING.
6.15 THE LIVE LOAD USED IN THE DESIGN IS 50 LBS./SQ.FT (2.4 KN/M2) AND INCLUDES 10 LBS./SQ.FT. (0.48 KN/M²) ALLOWANCES FOR SHORING AND FORMING MATERIAL, UNLESS OTHERWISE NOTED ON THE APPLICATION DRAWING.
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
S-101100% DESIGN SUBMITTAL
01/30/2019
GE
NE
RA
L N
OT
ES
MLM
MLM
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
2
1/28/19
10'-4
"
1'-0
"
4'-8
"2
S-102
SEE ARCH FOR NON-LOADBEARING WALL DEMO ANDDETAILING
EXISTING OPENING TO BE REMOVEDAND WIDENED W/ NEW WINDOW
G.C. NOTE: FIELD VERIFY ALL CONDITIONSBEFORE BEGINING WORK. SHORE ALL ROOFFRAMING MEMBERS IN AREA BEFORE DEMO.
**VERIFY DIMENSIONS WITH ARCHITECTURALPLANS, DOOR AND WINDOW SCHEDULES.
16'-0
" **
7'-5
3/4
"3'
-4"
DEMO WALL BELOW DOOROPENING TO MATCH FLOORELEVATION
Ground Floor0"
Roof13'-4"
10'-4" 1'-0" 4'-8"
4'-2
"3'
-10"
9'-4
"
12'-8
" **
1'-4
"
TOP OF FOOTING-2'-0"
EXISTING BOND BEAM TO REMAIN
EXIST WALL FOOTING TO REMAIN
2'-0
"
**FIELD VERIFY LOCATIONS OF EXISTING ROOF JOISTS.PROVIDE PROPERLY DESIGNED POST SHORES TOSUPPORT EACH ROOF JOIST BEFORE BEGINING ANYDEMOLITION WORK.
TOP OF CONCRETE DECKELEV. +13'-0" **
JOIST BEARING EL. +12'-5 1/2"**
BACK TO EXISTING MASONRY JOINTS
18'-0"-TO- 18'-8" ** EXTENTS OF DEMOLITION
DEMO WALL TO BOTTOM OF SLAB
EXISTING WALLTO REMAIN
COORDINATE WITH ARCH PLANS,START AND STOP EXTENTS OF
DEMO AT EXISTING MASONRY JOINTS.COORDINATE WITH ARCH PLANS,START AND STOP EXTENTS OFDEMO AT EXISTING MASONRY JOINTS.
EXISTING WALLTO REMAIN
LEAVE EXISTING WALLREINFORCING EXPOSEDTO BE POURED W/ NEW
HEADER BEAM
DEMO WALL BELOW DOOROPENING TO MATCH FLOORELEVATION
EXISTING DOOROPENING TO REMAIN
PURCHASE DOOR W/ DEEPHEADER AT TOP TO SETDOOR AT NEW ELEVATION
1'-4 1/4" ** 1'-4" **
DRILL AND EPOXY6" INTO EXISTINGFILLED CELLS, TYP
(4)-#4 VERTICAL BARS
(4)-#4 VERTICAL BARSEACH SIDE OF OPENING.
TYPICAL AT 12" O.C.
SEE HEADER DETAILFOR REINFORCING.
TYP ACROSS 18'-8"**
INFILL W/ #4 BARS AT 8" O.C., E.W.W/ (2) HORIZ BARS AT TOP AND BOTOF WINDOW OPENING
TYPICAL AT ALL JAMBS,#3 CLOSED TIES AT 8" O.C.
CONC. BEAM
EXISTING CMU TO REMAIN
#3 TIES AT 10" O.C.
CHAMFER EXPOSED CORNERS
EXISTING REINFORCINGTO REMAIN
2'-0
"
3/4" CLR
(2) #5 CONT.
(3) #6 CONT.
SHORE EXISTING JOISTSUNTIL BEAM HAS BEEN
CONSTRUCTED ANDFORMS REMOVED
7 5/8"
EXISTING WALLTO REMAIN
DEMO WALL OR DEMOEXISTING BOTTOM OF
DOOR OPENING DOWNTO REQUIRED ELEVATION
EXISTING SLABS
NEW 1/2" PJF (IF REQUIRED)
SEE ARCH FOR DOORDIMENSIONS AND FLOORELEVATIONS TO MATCH
NEW CONCRETE CAP ON TOPOF WALL. MIN 4" THICK ANDREINF W/ SINGLE #4 BAR
5
a
5
4
a
55
a
2
4
2
a
1
2
2
2
2
2
1
3
3
WIND LOAD DETERMINATION ASSUMPTIONS
ROOF SLOPE
156 C 20 3 ON 12 IV ENCLOSED
ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)
ROOF ZONE 1ROOF ZONE 2 ROOF ZONE 3
WALL ZONE 4 WALL ZONE 5
O-HANG O-HANG
33 -52 -90 57 -61 -76
50 26 -48 -73 51 -55 -64
23 -47 -66 48 -53 -59
NOTES:
1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,
OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
2. THE EDGE STRIP, a = 8 FT.
3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.
< 10
> 100
WIND VELOCITY
(MPH)EXPOSURE
CATEGORY
MEAN ROOF
HEIGHT (FT.)
RISK
CATEGORY
ENCLOSURE
CATEGORY
EFF.
AREA
(SQ. FT)
4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FORSERVICE LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURESBY 0.60. SEE TABLES 2.3 AND 2.4 IN ASCE 7-10 FOR MORE INFORMATION ON LOADCOMBINATIONS.
-10533
26
23
33
26
23
-90
-73
-66
-105
-105
-105
-105
-105
57
51
48
EXISTING WALLS W/ BOTHREBAR AND HORIZ JOINT
REINFORCING TO REMAIN.TERMINATE IN NEW JAMB.
**DEMO BACK TO EXISTINGWALL BLOCK JOINTS
SEE ELEVATION
7 5/
8"
(4)-#4 VERTICAL BARS W/#3 CLOSED TIES AT 8" O.C.
3/4"
CLR
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
S-102100% DESIGN SUBMITTAL
01/30/2019
PA
RT
IAL
DE
MO
LIT
ION
PLA
N
MLM
MLM
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"S-102
1 PARTIAL DEMOLTION PLAN
PLAN NORTH
3/8" = 1'-0"S-102
2 PARTIAL ELEVATION - NEW WALL OPENING
*DIMENSIONS ARE MINIMUMSDEMO BACK TO COURSING W/THE EXISTING BLOCK JOINTS.
**FIELD VERIFY EXISTING DIMENSIONS.
1" = 1'-0"S-102
3 NEW HEADER DETAIL1" = 1'-0"S-102
4 NEW BOTTOM OF OPENING DETAIL
3
1" = 1'-0"S-102
5 TYPICAL JAMB DETAIL
1/28/19
& @LA/CACTADJ
AFFALTALUMARCHAUTOBDBLDGBMBOTBRGBRG PLBURCCABCBCEMCF/CI
CF/GI
CICID
CIPCJ
CLCLGCLRCMCMUCPTCOLCONCCONDCONSTRCONTCONTRCOR
CORRCOTR
CU FTCU YDDDETDFDIADIMDIVDSDWDWGEEFELELECELEVEQEQUIPEMER SHREWSEWCEXHEXISTEXT
ANDATANGLEAIR CONDITIONACOUSTICAL CEILING TILEADJACENT, ADJOINING, ADJUSTABLEABOVE FINISHED FLOORALTERNATEALUMINUMARCHITECT(URAL)AUTOMATICBOARDBUILDINGBEAM, BENCH MARKBOTTOMBEARINGBEARING PLATEBUILT-UP ROOFINGCHANNELCABINETCATCH BASINCEMENTCONTRACTOR FURNISHEDCONTRACTOR INSTALLEDCONTRACTOR FURNISHED/GOVERNMENT INSTALLEDCAST IRONCOMPREHENSIVE INTERIOR DESIGN PACKAGECAST-IN-PLACE, CAST IRON PIPECONSTRUCTION JOINT/CONTROL JOINTCENTER LINE, CLASS, CLOSECEILINGCLEAR, COLOR, COOLERCENTIMETER(S)CONCRETE MASONRY UNITCARPETCOLUMNCONCRETECONDITIONCONSTRUCTIONCONTINUE, CONTINUOUSCONTRACT, CONTRACTORCONTRACTING OFFICER'S REPRESENTATIVECORRIDORCONTRACTING OFFICER TECHNICAL REPRESENTATIVECUBIC FEETCUBIC YARDDRYERDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDIVISION, DIVIDEDOWNSPOUTDISHWASHERDRAWINGEASTEACH FACEELEVATIONELECTRIC(AL)ELEVATOREQUALEQUIPMENTEMERGENCY SHOWEREYE WASH STATIONELECTRIC WATER COOLEREXHAUSTEXISTINGEXTERIOR
FAXFAFDFDTNFEFECFF ELFIN GRFLRFPFTFTGFRZGA GALVGBGCGF/GI
GF/CI
GLGLZGMSGDRGR LNGYP BDHBHCHDBDHDWHMHORIZHNDRLHTHVACIBCIDINCLINSULINTINVINV ELJSKITLAMLAVLHMMAXMECHMFRMHMINMISCMMMSMTMTDMTGMTLMWMULLNNATNICNOMNTSOCODOF/OI
OF/CI
FACSIMILEFIRE ALARMFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOOR ELEVATIONFINISH GRADEFLOOR FIREPROOFFEET, FOOTFOOTINGFREEZERGAGEGALVANIZED IRONGRAB BARGENERAL CONTRACTORGOVERNMENT FURNISHED/GOVERNMENT INSTALLEDGOVERNMENT FURNISHED/CONTRACTOR INSTALLEDGLASSGLAZINGGALVANIZED METAL STUDGUARDRAILGRADE LINEGYPSUM BOARDHOSE BIBBHANDICAP, HOLLOW COREHARDBOARDHARDWAREHOLLOW METALHORIZONTALHANDRAILHEIGHTHEATING/VENTILATING/AIR CONDINTERNATIONAL BUILDING CODEINSIDE DIAMETERINCLUDEDINSULATIONINTERIORINVERTINVERT ELEVATIONJANITOR SINKKITCHENLAMINATELAVATORYLEFT HANDMETERMAXIMUMMECHANICALMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLIMETERMOP SINKMOUNTMOUNTEDMOUNTINGMETALMICROWAVEMULLIONNORTHNATURALNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROWNER FURNISH/OWNER INSTALLEDOWNER FURNISH/CONTRACTOR INSTALLED
ABBREVIATIONS
OHOH DROPNGOPPPCFPCCPLPLAMPLYWDPRKGPSFPSIPTPVCQTRRARCPRDREBARREFREGREINFRETREVRFCPRFGRHRMROWSSCSCHEDSDSECTSFSHTSIMSPECSPKRSQSSSSTSTASTCSTDSTORSTRUCTSUSPSYMMSYST&BT>ETELTHKTOCTOPTOSTVTYPUNOVERTVCTVTRWW/W/OWBWCWDWHWPWSCTWWR
OVERHANG, OVERHEADOVERHEAD (COILING) DOOROPENINGOPPOSITEPOUNDS PER CUBIC FOOTPRECAST CONCRETEPROPERTY LINEPLASTIC LAMINATEPLYWOOD PARKINGPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATEDPOLYVINYL CHLORIDEQUARRY TILERADIUS, RANGE, RISERRETURN AIRREFLECTED CEILING PLANROOF DRAINREINFORCING STEEL BARSREFERENCE, REFRIGERATORREGISTERREINFORCERETURNREVISIONREINFORCED CONCRETE PIPEROOFINGRIGHT HANDROOMRIGHT OF WAYSOUTHSOLID CORESCHEDULESTORM DRAINSECTIONSQUARE FOOT(FEET)SHEETSIMILARSPECIFICATIONSPEAKERSQUARESERVICE SINKSTAINLESS STEELSTATIONSOUND TRANSMISSION CLASS STANDARDSTORAGESTRUCTURALSUSPENDSYMMETRICALSYSTEMTOP AND BOTTOMTONGUE AND GROOVETOP ELEVATIONTELEPHONETHICKNESSTOP OF CONCRETETOP OF PAVEMENTTOP OF SLAB, TOP OF STEELTELEVISIONTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEVENT THROUGH ROOFWASHER, WEST, WIDEWITHWITHOUTWOOD BASEWATER CLOSETWOODWATER HEATERWATERPROOFINGWAINSCOTWELDED WIRE REINFORCEMENT
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
A-101
1SIM
101
A
A
1
2
3
4 A-200
101
ROOM NAME
PLAN NORTH
TRUE NORTH
A-201
1
A-201
1
WALL TYPE "2"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE W/ 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. AND ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OPP. SIDE. PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING.
WALL TYPE "4"
7 5/8" CAST-IN-PLACE CONCRETE W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON W/ 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. ONE SIDE & 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. OPP. SIDE. GYPSUM WALLBOARD AND STUDS TO EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING.
5/8"
2 1/
2"
5/8"
3 5/
8"5/
8"
8"
5/8"
3 5/
8"2"
7 5/
8"
2 1/
2"
5/8"
1'-5
"
WALL TYPE "1"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE. PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING.
5/8"
3 5/
8"5/
8"
4 7/
8"
WALL TYPE "5"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON ONE SIDE OVER EXISTING INTERIOR WALL SYSTEM TO REMAIN. PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING.
5/8"
2 1/
2"
3 1/
8"
WALL TYPE "1"
3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE. PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING.
5/8"
3 5/
8"5/
8"
4 7/
8"
1. CONTRACTOR WILL REQUIRE USER ESCORT FOR ALL WORK EFFORT INSIDE B90208. CONTRACTOR TO COORDINATE ESCORT REQUIREMENTS & CONSTRUCTION SCHEDULE W/ CONTRACTING OFFICER & GOVERNMENT REPRESENTATIVE PRIOR TO CONSTRUCTION.
2. NO SIGNIFICANT CHANGE IN EXISTING LIFE SAFETY OR OCCUPATIONAL LOAD OCCURING W/ THIS RENOVATION. ALL EXISTING EGRESS & EXIT WAY LOCATIONS FOR THE FACILITY ARE TO REMAIN.
GENERAL NOTES
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-001100% DESIGN SUBMITTAL
4
01/30/2019
LEG
EN
DS
, NO
TE
S A
ND
AB
BR
EV
IAT
ION
S
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1 1/2" = 1'-0"A-001
1 WALL TYPES
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
BREAK ROOM
E-119
TOILET
E-118
UNISEX TOILET
E-117
N.C.O.I.C.
E-115
RADIO ROOM
E-114
CP ADMIN. /SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122ELEC.
E-112
O.I.C.
E-111
SECURE COMM.
E-107
STORAGE
E-106
COMM.
E-108
STORAGE
E-109
CORRIDOR
E-113
SECURITY
E-101
SECUREVESTIBULE
E-100
COMMAND POST
E-103
EXEC. C.A.T.
E-104
C.A.T. CEL
E-105
CORRIDOR
E-103A
BREAK ROOM
E-123
CORRIDOR
E-124
WOMEN
E-125
MEN
E-126
MENS SHOWER
E-126A
MECH. / ELEC.
E-127
SRC
E-128
EXEC. STAFFAREA
E-129
OFFICE
E-130
CORRIDOR
E-131
STORAGE
E-132
STORAGE
E-133
EXISTING RAISED FLOOR AREA
EXISTING OPERABLE PARTITIONS AND TRACKS
GRAPHIC LEGEND
EXISTING ROOM NAME / NUMBER DESIGNATION
ROOM NAME
E-101
1. EXISTING BUILDING PLAN BASED ON AS-BUILT DRAWINGS DATED 02/22/2006. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO DEMOLITION AT AREAS OF NEW CONSTRUCTION.
2. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT A HEIGHT OF APPROXIMATELY 52”. 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.
FLOOR PLAN NOTES -EXISTING
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-110100% DESIGN SUBMITTAL
5
01/30/2019
FLO
OR
PLA
N -
EX
IST
ING
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"A-110
1 FLOOR PLAN - EXISTING
PLAN NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
18'-0
"
EXISTING RAISED FLOOR AREA TO REMAIN
A-111
2
REMOVE RAISED FLOOR SYSTEM TO EXTENT REQ. FOR
WALL DEMOLITION, PREP RAISED FLOOR TO RECEIVE
NEW FINISH
REMOVE RAISED FLOOR SYSTEM TO EDGE OF NEW STAIR LOCATION, PREP
LOW FLOOR AND EXISTING RAISED FLOOR TO RECEIVE NEW FINISH
REMOVE EXISTING OPERABLE PARTITIONS AND TRACKS
REMOVE EXISTING STAIR, PREP FLOOR TO RECEIVE
NEW FINISH
DEMO EXISTING WALL & PREP FLOOR TO RECEIVE NEW FINISH. PATCH AND REPAIR ADJACENT WALLS TO RECIEVE NEW PAINT
DEMO EXISTING SINK AND CASEWORK. CAP EXISTING PLUMBING SUPPLY AND DRAIN PIPING. PREP FLOOR TO RECEIVE NEW FINISH. PATCH AND REPAIR ADJACENT WALLS TO RECEIVE NEW PAINT.
REMOVE EXISTING COUNTER TOP AND
PREP WALL SURFACES TO RECEIVE NEW FINISH
PHASE 2
PHASE 1
PHASE 1
PHASE 2
COORIDOR WALL COVERING TO REMAIN,
MINIMIZE DAMAGE TO EXISTING WALLS.
REMOVE EXISTING WALL COVERING AND
PREP WALLS TO RECEIVE NEW PAINT
REMOVE EXISTING STAIR, PREP FLOOR TO RECEIVE NEW FINISH
SAW CUT SLAB TO DEPTH REQUIRED TO ROUTE POWER AND COMM. COORDINATE W/ ELECTRICAL AND COMM CONTRACTOR PRIOR TO CONSTRUCTION
DOOR 119 HARDWARE TO BE REMOVED AND REPLACED PER NEW SCHEDULE
EXISTING DOOR TO REMAIN
REMOVE EXISTING DOOR, FRAME AND HARDWARE
REMOVE EXISTING WALL CONSTRUCTION AND GLASS OPERABLE PARTITIONS (AS INDICATED WITH DASHED LINES)
EXISTING CONSTRUCTION TO REMAIN (AS INDICATED WITH LIGHT SOLID LINES)
GRAPHIC LEGEND
ROOM NAME / NUMBER DESIGNATION101
ROOM NAME
SAWCUT EXSITING SLAB FOR NEW POWER AND COMM ROUTING
1. THE GOVERNMENT WILL REMOVE EQUIPMENT PRIOR TO THE BUILDING DEMOLITION.
2. REMOVE EXISTING RAISED FLOOR SYSTEM AND SALVAGE FOR REUSE ELSEWHERE IN RENOVATED AREA.
3. EXISTING CEILING SYSTEM AND RAISED FLOOR SYSTEM TO BE DEMOLISHED IN NEW WORK AREA TO NORTH EDGE OF (BATTLE STAFF) ROOM SRC 128. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WITH LOCATION OF NEW CEILING AND FLOOR SYSTEM. STARTING POINT OF NEW FINISHES TO BE VERIFIED PRIOR TO START OF DEMO AND CONSTRUCTION.
4. REFER TO ELECTRICAL, FIRE PROTECTION AND MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.
5. DEMOLISH PORTION OF EXISTING WALLS TO ACCOMMODATE NEW DUCTWORK, PIPING, CONDUITS, ETC. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS.
6. ALL AREAS OF DEMOLITION TO BE SURROUNDED BY TEMPORARY DUST CONTROL MEASURES.
7. CONTRACTOR TO REPLACE ALL EXTERIOR WALL INSULATION AFFECTED BY RENOVATION OF EXTERIOR WALL.
DEMOLITION NOTES
1'-4
"
MINIMIZE / REPAIR DAMAGE EXISTING STEP AND RAISED FLOOR AREA TO REMAIN
A-1113
REMOVE EXISTING WALL AREA FOR NEW WALL CONSTRUCTION. COORDINATE OPENING SIZE & WALL SHORING SIZE PRIOR TO DEMOLITION OF WALL AREA
18'-0
"
BREAK ROOM
E-119
TOILET
E-118
UNISEX TOILET
E-117
N.C.O.I.C.
E-115
RADIO ROOM
E-114
CP ADMIN. /SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122ELEC.
E-112
O.I.C.
E-111
SECURE COMM.
E-107
STORAGE
E-106
COMM.
E-108
STORAGE
E-109
CORRIDOR
E-113
SECURITY
E-101
SECUREVESTIBULE
E-100
COMMAND POST
E-103
EXEC. C.A.T.
E-104
C.A.T. CEL
E-105
CORRIDOR
E-103A
BREAK ROOM
E-123
CORRIDOR
E-124
WOMEN
E-125
MEN
E-126MENS SHOWER
E-126A
MECH. / ELEC.
E-127
SRC
E-128
EXEC. STAFFAREA
E-129OFFICE
E-130
CORRIDOR
E-131
STORAGE
E-132
STORAGE
E-133
(BATTLE STAFF)
SE
E S
TR
UC
TU
RA
L
11'-4
"
REMOVE EXISTING CEILING TO EXTENT REQUIRED FOR NEW WALL CONSTRUCTION
REMOVE EXISTING OPERABLE PARTITIONS AND TRACKS
REMOVE RAISED FLOOR SYSTEM TO EXTENT REQ. FOR WALL DEMOLITION, PREP RAISED FLOOR TO RECEIVE NEW RAISED FLOOR SYSTEM.
18'-0"
1'-4"
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-111100% DESIGN SUBMITTAL
6
01/30/2019
FLO
OR
PLA
N -
DE
MO
LIT
ION
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"A-111
1 FLOOR PLAN - DEMOLTION
PLAN NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/4" = 1'-0"A-111
2 ENLARGED PLAN - DEMOLTION
1/4" = 1'-0"A-111
3 DEMOLITION ELEVATION
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
PLAN NORTH
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
DN
COMMAND POST
103
BATTLE STAFF
128
N.C.I.O.S.
119
JPG
129
GYM.
106
CORRIDOR
103A
CORRIDOR
104A
103A
1
119
W2
W1
3
2
NEW GLASS OPERABLE PARTITION PANEL SYSTEM W/ LOCKABLE PIN @ BOTTOM OF END PANEL
A-112
2 MB1 M M
M
M
MB2
BB
PHASE 1
PHASE 1
PHASE 2
PHASE 2
COPIER
101
EOS
105
CORRIDOR
113
MB2
4
A-501
3
M2M2M2M2M2
M2
M2
M2
M2
55
5
5
5
55
5
5
5
5
5
5
12'-1
0 1/
2"19
'-2"
28'-9 1/2"
GRAPHIC LEGEND
ROOM NAME / NUMBER DESIGNATION101
ROOM NAME
DOOR NUMBER
WINDOW TYPE
WALL TYPE
101
A
X'-X"FINISH FLOOR ELEVATION
NEW WALL CONSTRUCTION
EXISTING WALL
EQUIPMENT/FURNITURE, (GF/GI)
M 90" FLATSCREEN MONITOR, WALL MOUNTED (GF/GI)
MB1MARKER BOARD (8'X4')
EXISTING DOOR TO REMAIN
#
MB2MARKER BOARD (6'X4')
BBBULLETIN BOARD (7'X8')
HR HANDRAIL
48" FLATSCREEN MONITOR, WALL MOUNTED (GF/GI)M2
FLOOR PLAN NOTES
1. SEE SHEET WALL CONSTRUCTION LEGEND A-001.
2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" OC MAX.
3. PROVIDE BLOCKING IN WALLS FOR HANDRAILS, CORNER GUARDS, TV BRACKETS, AND OTHER WALL MOUNTED ITEMS.
4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL DIMENSIONS TO COLUMN LINE AND EXISTING CONSTRUCTION.
6. 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.
7. ALL FURNITURE AND EQUIPMENT (FFE) IS GFGI AND SHOWN FOR COORDINATION.
8. CONTRACTOR IS TO REPAIR ALL DAMAGED AREAS ADJACENT TO NEW CONSTRUCTION TO MATCH EXISTING CONDITION TO REMAIN.
9. CONTRACTOR TO REPLACE ALL EXTERIOR WALL INSULATION AFFECTED BY RENOVATION OF EXTERIOR WALL.
1'-0"
V.I.
F.
5'-5
7/8
"
3
2
1'-0"
0"
0"
6"
W2
W1
103A
CORRIDOR
103A
CORRIDOR
104A
4'-8"
MB2
10 1
/2" 1'
-0"
4'-8
"1'
-4"
135°
1'-0"
1'-0"
1'-0"
4
HR
HR
INTEGRAL ACCESS FLOORING STAIR
A-501
4
5
5
M2 M2M2
5
1
A-501
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-112100% DESIGN SUBMITTAL
7
01/30/2019
FLO
OR
PLA
N -
NE
W W
OR
K
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"A-112
1 FLOOR PLAN - NEW WORK
PLAN NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/4" = 1'-0"A-112
2 ENLARGED PLAN
PLAN NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
EXISTING ROOF ACCESS PANEL
8'-0"9'-0"9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
8'-4"
9'-0"
9'-0"
8'-8"
8'-8"8'-8"
9'-0"
8'-0"
8'-8"
8'-4"
8'-4"
8'-8"
8'-0"
8'-0"
RADIO ROOM
E-114
N.C.O.I.C.
E-115
TOILET
E-118
BREAK ROOM
E-119
CP ADMIN. /SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122
CORRIDOR
E-113
ELEC.
E-112
STORAGE
E-109
O.I.C.
E-111
COMM.
E-108
SECURE COMM.
E-107
STORAGE
E-106
MECH. / ELEC.
E-127
MENS SHOWER
E-126A
MEN
E-126
CORRIDOR
E-124
WOMEN
E-125
BREAK ROOM
E-123
SRC
E-128
C.A.T. CEL
E-105
SECUREVESTIBULE
E-100
SECURITY
E-101
STORAGE
E-133
STORAGE
E-132
CORRIDOR
E-131
CORRIDOR
E-103A
OFFICE
E-130
EXEC. STAFFAREA
E-129
COMMAND POST
E-103
EXEC. C.A.T.
E-104
8'-8"
8'-8"
9'-0"
9'-4"
8'-4"
9'-0"
9'-0"
1. EXISTING CEILING HEIGHTS, LAYOUTS, TYPES AND EQUIPMENT LOCATIONS BASED ON AS-BUILT DRAWINGS DATED 02/22/2006. CONTRACTOR TO VERIFY EXISTING CEILING CONDITIONS PRIOR TO DEMOLITION AT AREAS OF NEW CONSTRUCTION.
CEILING NOTES -EXISTING
GRAPHIC LEGEND
EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN CEILING WITH GRID
EXISTING 2 X 4 FLUORESCENT LIGHTING FIXTURE
EXISTING CEILING DIFFUSER
EXISTING RETURN AIR GRILLE
EXISTING EXPOSED TO STRUCTURE
EXISTING CEILING MOUNTED ACCESS PANEL, VERIFY SIZE AND LOCATION
EXISTING METAL FRAMED GYPSUM BOARD SOFFIT CEILING (PAINTED)
EXISTING PREFINISHED METAL SOFFIT
EXISTING ROOM NAME / NUMBER DESIGNATION
ROOM NAME
E-101
EXISTING CEILING HEIGHT, V.I.F.9'-0"
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-150100% DESIGN SUBMITTAL
8
01/30/2019
CE
ILIN
G P
LAN
-E
XIS
TIN
G
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"A-150
1 CEILING PLAN - EXISTING SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
REMOVE EXISTING OPERABLE PARTITIONS AND TRACKS
A
A
A
A
A
A
A
C
A
BB
A
B
A
1. THE GOVERNMENT WILL REMOVE EQUIPMENT PRIOR TO THE BUILDING DEMOLITION.
2. EXISTING CEILING HEIGHTS AND EQUIPMENT LOCATIONS BASED ON AS-BUILT DRAWINGS DATED 02/22/2006. CONTRACTOR TO VERIFY EXISTING CEILING CONDITIONS PRIOR TO DEMOLITION FOR NEW CONSTRUCTION.
3. EXISTING CEILING SYSTEM AND RAISED FLOOR SYSTEM TO BE DEMOLISHED IN NEW WORK AREA TO NORTH EDGE OF BATTLE STAFF ROOM 128. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WITH LOCATION OF NEW CEILING AND FLOOR SYSTEM. STARTING POINT OF NEW FINISHES TO BE VERIFIED PRIOR TO START OF DEMO AND CONSTRUCTION.
4. REFER TO ELECTRICAL, FIRE PROTECTION AND MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.
5. DEMOLISH PORTION OF EXISTING WALLS AND HEADERS TO ACCOMMODATE NEW DUCTWORK, PIPING, CONDUITS, ETC. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS.
6. SEE A-112 FOR CONSTRUCTION PHASING BOUNDARIES
DEMOLITION NOTES
BREAK ROOM
E-119
CORRIDOR
E-113
SRC
E-128
STORAGE
E-132
CORRIDOR
E-131
CORRIDOR
E-103A
OFFICE
E-130
EXEC. STAFFAREA
E-129
COMMAND POST
E-103
C.A.T. CEL
E-105
GRAPHIC LEGEND
EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN CEILING WITH GRID TO BE REMOVED
EXISTING 2 X 4 FLUORESCENT LIGHTING FIXTURE TO REMAIN
EXISTING CEILING DIFFUSER TO REMAIN
EXISTING RETURN AIR GRILLE TO REMAIN
A
EXISTING CONDITIONS, NO NEW WORK
EXISTING CEILING MOUNTED ACCESS PANEL TO BE REMOVED
CEXISTING SUSPENDED GYPSUM BOARD SOFFIT CEILING TO BE REMOVED
EXISTING 2 X 4 FLUORESCENT LIGHTING FIXTURE TO BE REMOVED
EXISTING CEILING DIFFUSER TO BE REMOVED
EXISTING RETURN AIR GRILLE TO BE REMOVED
EXISTING ROOM NAME / NUMBER DESIGNATION
ROOM NAME
E-101
EXISTING 2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN CEILING WITH GRID TO REMAIN
B
NOTE: ELEMENTS SHOWN ONLY IN ROOMS WITH ADJACENT EXISTING CEILING CONSTRUCTION TO BE DEMOLISHED.ALL OTHER EXISTING CEILING ELEMENTS TO REMAIN ARE NOT SHOWN FOR CLARITY.
*
*
*
*
*
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-151100% DESIGN SUBMITTAL
9
01/30/2019
CE
ILIN
G P
LAN
-D
EM
OLI
TIO
N
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"A-151
1 CEILING PLAN - DEMOLITION SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
BATTLE STAFF
128
JPG
129
COMMAND POST
103
N.C.I.O.S.
119
CORRIDOR
103A
1
1
1
1
1
28'-5"
CORRIDOR
104A
1
1 NEW CEILING SYSTEM AT LOCATION OF NEW CABLE TRAY ROUTING AS REQUIRED. LIGHTING & HVAC DIFFUSERS & ALL OTHER CEILING MOUNTED EQUIPMENT TO BE REMOVED, PROTECTED & REPLACED IN ORIGINAL LOCATION ONCE NEW CEILING SYSTEM IS INSTALLED.
2
A-603
1
A-603
1
A-603
2
A-6031
REINSTALL EXISTING ROOF ACCESS PANEL
1
A-603
4
A-602
GRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL TILE LAY-IN CEILING WITH GRID
2 X 4 FLUORESCENT LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS
CEILING DIFFUSER, SEE MECHANICAL DRAWINGS
RETURN AIR GRILLE, SEE MECHANICAL DRAWINGS
1
EXISTING CONDITIONS, NO NEW WORK
CEILING MOUNTED ACCESS PANEL, COORDINATE SIZE AND LOCATION W/ EXISTING ACCESS HATCH
ROOM NAME / NUMBER DESIGNATION101
ROOM NAME
2METAL FRAMED GYPSUM BOARD SOFFIT CEILING (PAINTED)
EXIT LIGHT, SEE ELECTRICAL DRAWINGS FOR DIRECTIONAL INFORMATION
1. ALL CEILING HEIGHTS ARE TO MATCH EXISTING.
2. VERIFY LOCATION OF EXISTING ACCESS PANEL PRIOR TO CONSTRUCTION.
3. STARTING POINT OF NEW FINISHES TO BE VERIFIED PRIOR TO START OF DEMO AND CONSTRUCTION.
4. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES AND MECHANICAL VENTS SHALL BE CENTERED WITHIN CEILING TILES UNLESS NOTED OTHERWISE.
REFLECTED CEILING NOTES
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-152100% DESIGN SUBMITTAL
10
01/30/2019
CE
ILIN
G P
LAN
-N
EW
WO
RK
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"A-152
1 CEILING PLAN - NEW WORK SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
FASCIA PLATE
PEDASTAL BASE
DIAGONAL BRACE TO PEDASTAL HEAD
PEDASTAL HEAD
TRIM ANGLE
ACCESS PANEL STRINGER
6"6"
CARPET TILE ON ACCESS PANEL
1'-0
"
CARPET TILE ON ACCESS PANEL TREAD, SEE INTERIOR FINISH PLAN
EXISTING 5/8" GYPSUM WALL BOARD
EXISTING 6" METAL STUD WALL FRAMING
NEW 6" METAL STUD INFILL AT NEW RECESS CORNER AS NECESSARY
5/8" GYPSUM WALL BOARD AS NECESSARY, SEAL SEAMS, REFINISH TO LEVEL 5 FINISH AND PAINT TO MATCH EXISTING.
5/8" 2"
NEW 3 5/8" GALV. METAL STUDS @ 16" O.C., SEE WALL TYPES A-001
N.C.I.O.S.
119
CORRIDOR
114
EXISTING 3 5/8" METAL STUD WALL FRAMING
EXISTING 5/8" GYPSUM WALL BOARD
CORNER GUARD
BENT METAL STUD AS NECESSARY
2 1/2" GALV. METAL STUD FURRING ON C.I.P. CONCRETE WALL, SEE WALL TYPES A-001
5/8" GYPSUM WALLBOARD
BENT METAL STUD AS NECESSARY 135°
1'-7
1/2"ANODIZED ALUMINUM
SLIDING WINDOW SYSTEM, STC 29 MIN.
GYPSUM WALL BOARD ON 3 5/8" GALVANIZED METAL STUD FRAMING,
SEE WALL TYPE / CONSTRUCTION LEGEND ON SHEET A-001 FOR SPECIFIC
STUD AND GYPSUM BOARD REQUIREMENTS
DOUBLE 16 GA GALVANIZED STEEL STUDS, SEE WALL TYPE / CONSTRUCTION LEGEND ON SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD REQUIREMENTS
5/8" 3 5/8" 2" 7 5/8" 2 1/2" 5/8"
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM,
STC 29 MIN.
1/2" SOLID SURFACE SILL, BELOW
1/2" SOLID SURFACE SILL, BELOW
1'-0"
2'-1
0"
1 1/2" DIA. STEEL PIPE HANDRAIL, PRIMED AND PAINTED
1'-0"
NEW HANDRAIL BLOCKING IN EXISTING WALL
A-501
2
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-501100% DESIGN SUBMITTAL
11
01/30/2019
DE
TA
ILS
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
3" = 1'-0"A-501
2 ACCESS PANEL STAIR DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-501
3 PLAN DETAIL @ NEW RECESS3" = 1'-0"A-501
4 PLAN DETAIL
AR94997
DERETSIG
ER
A R C HIT
ECT
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
3/4" = 1'-0"A-501
1 HANDRAIL ELEVATION
DOOR ELEVATION
SE
E S
CH
ED
SEE SCHED
SOLID CORE WOOD (WD) DOOR
(A)
DOOR FRAME ELEVATIONS
HOLLOW METAL (HM) FRAME
(1)
SEE SCHED
SE
E S
CH
ED
2" 2"
4"
ACCESS FLOORING ELEV. RM. 103
1'-0
"
ACCESS FLOORING ELEV. RM. 129
G1
3'-1
0"
R.O
.
4'-2
"
4'-8" R.O.
G1
7
A-601
4
A-501
2
A-602
1
A-602
GLAZING LEGEND
G1 - 1/4" (TWO PANES) INSULATED, TEMPERED GLASS (CLEAR)
CONTINUOUS SEALANT
EXISTING 8" CMU WALL CONSTRUCTION
CONTINUOUS SEALANT
PT SHIM AS REQUIRED
HOLLOW METAL DOOR FRAME, PAINTED
DOOR AS SCHEDULED
4"
5/8" GYPSUM WALL BOARD AS NECESSARY, SEAL
SEAMS, REFINISH TO LEVEL 5 FINISH AND PAINT TO MATCH
EXISTING.
EXISTING GYPSUM WALL BOARD
2 1/2" METAL FURRING AS NECESSARY TO MATCH
EXISTING
5/8" GYPSUM WALL BOARD AS NECESSARY, SEAL SEAMS, REFINISH TO LEVEL 5 FINISH AND PAINT TO MATCH EXISTING.
EXISTING GYPSUM WALL BOARD
2 1/2" METAL FURRING AS NECESSARY TO MATCH EXISTING
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, STC 29 MIN.
GYPSUM WALL BOARD ON GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON
SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD
REQUIREMENTS
CONTINUOUS SEALANT, TYP.
16 GA GALVANIZED STEEL STUD HEADER (DOUBLE STUDS AT JAMBS)
CONTINUOUS SEALANT, TYP.
CONTINUOUS SEALANT, BOTH SIDES
EXISTING 8" CMU WALL CONSTRUCTION
PT SHIM AS REQUIRED
HOLLOW METAL DOOR FRAME, PAINTED
DOOR AS SCHEDULED
EXISTING GYPSUM WALL BOARD
2 1/2" METAL STUD FURRING AS NECESSARY TO MATCH EXISTING
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM,
STC 29 MIN.
GYPSUM WALL BOARD ON GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON
SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD
REQUIREMENTS
CONTINUOUS SEALANT, TYP.
1/2" SOLID SURFACE SILL
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, STC 29 MIN.
GYPSUM WALL BOARD ON GALVANIZED METAL STUD FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD REQUIREMENTS
CONTINUOUS SEALANT, BOTH SIDES, TYP.
DOUBLE 16 GA GALVANIZED STEEL STUDS
1/2" SOLID SURFACE SILL, BELOW
EXISTING METAL STUD WALL CONTRUCTION TO REMAIN
5/8" GYPSUM WALLBOARD
2 1/2" GALV. METAL STUD FURRING ON C.I.P. CONCRETE WALL, SEE WALL TYPES A-001
GYPSUM WALL BOARD ON 3 5/8" GALVANIZED METAL STUD FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD REQUIREMENTS
5/8"
3 5/
8"2"
7 5/
8"2
1/2"
5/8"
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM,
STC 29 MIN.
1/2" SOLID SURFACE SILL, BELOW
CONTINUOUS SEALANT, BOTH SIDES, TYP.
HARDWARE SETS
SET 1:
3 EA HINGES A81111 EA LOCKSET F841 EA CLOSER C020211 SET SILENCERS L030111 EA KICKPLATE J1021 EA STOP L02241
SET 2:
3 EA HINGES A81111 EA LOCKSET F821 SET SILENCERS L03011
ACCESS FLOORING ELEV. RM. 103
FINISH FLOOR ELEV. RM. 104A
G1 G1
3'-1
0"
R.O
.
4'-2
"
1'-0
"
4'-8" R.O.
5
A-601
4
A-501
4
A-601
8
A-601
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-601100% DESIGN SUBMITTAL
12
01/30/2019
OP
EN
ING
SC
HE
DU
LE A
ND
DE
TA
ILS
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
DOOR SCHEDULE
DOOR FRAME
STCRATING
HARDWARE
COMMENTSMARK
SIZE
MAT ELEV MAT ELEV
DETAILSETNO
KEYSIDEROOM
NUMBERWD HT THK HEAD JAMB SILL103A 3'-0" 7'-0" 1 3/4" WD A HM 1 3/A-601 6/A-601 3/A-602 1 103A
119 3'-0" 7'-0" 1 3/4" 2 114 EXISTING DOOR - NEW HARDWARE ONLY
1/4" = 1'-0"A-601
2 W1
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-601
3 H.M. DOOR HEAD DETAIL3" = 1'-0"A-601
5 ALUM. WINDOW HEAD DETAIL
3" = 1'-0"A-601
6 H.M. DOOR JAMB DETAIL
3" = 1'-0"A-601
8 ALUM. WINDOW SILL DETAIL
3" = 1'-0"A-601
4 ALUM. WINDOW JAMB DETAIL
3" = 1'-0"A-601
7 ALUM. WINDOW JAMB DETAIL
1/4" = 1'-0"A-601
1 W2
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, STC 29 MIN.
GYPSUM WALL BOARD ON GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON
SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD
REQUIREMENTS
CONTINUOUS SEALANT, TYP.
1/2" SOLID SURFACE SILL
5/8" 3 5/8" 2" 7 5/8" 2 1/2" 5/8"
1/2" SOLID SURFACE SILL
ANODIZED ALUMINUM SLIDING WINDOW SYSTEM, STC 29 MIN.
GYPSUM WALL BOARD ON GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON
SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD
REQUIREMENTS
CONTINUOUS SEALANT, TYP.
CONTINUOUS SEALANT, TYP.
GYPSUM WALL BOARD ON GALVANIZED METAL STUD FRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ON SHEET A-001 FOR SPECIFIC STUD AND GYPSUM BOARD REQUIREMENTS
5/8" 3 5/8" 2" 7 5/8" 2 1/2" 5/8"
EXISTING 8" CMU WALL CONSTRUCTION
5/8" GYPSUM WALL BOARD, SEAL SEAMS, SAND AND PAINT TO MATCH
EXISTING.
2 1/2" METAL STUD FRAMING AS NECESSARY TO MATCH EXISTING
5/8" GYPSUM WALL BOARD, SEAL SEAMS, SAND AND PAINT TO MATCH EXISTING.
2 1/2" METAL STUD FRAMING AS NECESSARY TO MATCH EXISTING
8'-8"
CEILING
8'-5"
SOFFIT
SUSPENDED
5/8" GYPSUM BOARD ON 3 5/8" METAL STUD FRAMING
SUSPENDED ACOUSTICAL CEILING TILE
3 5/8" METAL STUD FRAMING
NEW CONCRETE HEADER, SEE STRUCTURAL
9'-4"
BOT. OF BEAM
11'-4"
TOP OF BEAM
NEW CONCRETE CAP, SEE STRUCTURAL
HOLLOW METAL DOOR AND FRAME AS SCHEDULED,
PAINTED
MODULAR CARPET TILE, SEE FINISH SCHEDULE
EXISTING 8" CMU WALL
MODULAR CARPET TILE, SEE FINISH SCHEDULE
EXISTING CONCRETE SLABEXISTING CONCRETE SLAB
4"
ALUMINUM THRESHOLD
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-602100% DESIGN SUBMITTAL
13
01/30/2019
OP
EN
ING
DE
TA
ILS
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
3" = 1'-0"A-602
2 ALUM. WINDOW SILL DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-602
1 ALUM. WINDOW HEAD DETAIL
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
3" = 1'-0"A-602
4 CEILING DETAIL
3" = 1'-0"A-602
3 H.M. DOOR SILL DETAIL
1/2" DIA. BOLTS W/ NUTS
L2x2x1/4 FRAME @ 5'-0" O.C.
L4x4x1/4 CONT.
1/2" DIA. BOLT
1/4" PLATE, SHOP WELD TO L2x2
1/2" DIA. A325 BOLTS (TYP)
EXISTING JOISTS
ADJUSTABLE THREADED BOLT AND NUT ASSEMBLY (VERIFY SIZE AND SPACING WITH MANUFACTURER)
OPERABLE GLASS PARTITION PANEL SYSTEM
SUSPENDED ACOUSTICAL CEILING TILE
8'-8" A.F.F.
BOT. OF ANGLE
9'-1" A.F.F.
ADJUSTABLE THREADED BOLT AND NUT ASSEMBLY (VERIFY SIZE AND SPACING WITH MANUFACTURER)
L4x4x1/4 CONT.
1/2" DIA. BOLT
OPERABLE GLASS PARTITION PANEL SYSTEM
SUSPENDED ACOUSTICAL CEILING TILE
8'-8" A.F.F.
BOT. OF ANGLE
9'-1" A.F.F.
L2x2x1/4 HANGARS @ 5'-0" O.C.
1/4" PLATE, SHOP WELD TO L2x2
1/2" DIA. A325 BOLTS (TYP)
L2x2x1/4 CONT.
1/2" DIA. BOLT
EXISTING JOISTS
L2x2x1/4 KICKER
1. CONTRACTOR TO COORDINATE SPECIFIC STRUCTURAL REQUIREMENTS FOR TRACK SUPPORT PER OPERABLE PARTITION MANUFACTURER'S REQUIREMENTS.
OPERABLE PARTITIONNOTES
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
A-603100% DESIGN SUBMITTAL
14
01/30/2019
OP
ER
AB
LE P
AR
TIT
ION
DE
TA
ILS
JGH
RCR
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
3" = 1'-0"A-603
2 GLASS PARTITION HEAD
SCALE: 3" = 1'-0"
0 2" 4" 8"
3" = 1'-0"A-603
1 GLASS PARTITION HEAD
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
EX
MCT1 AF1
STORAGE
133
JPG
129
BATTLE STAFF
128
COMMAND POST
103
EOS
104
EOS
105
COPIER
101VESTIBULE
100
CORRIDOR
103A
CORRIDOR
113
N.C.I.O.S.
119
WOMEN
117
MEN
118
GYM.
106
BREAK ROOM
123
WOMEN
125
MEN
126
EX
MCT1MCT1AF1AF1
AF2
EX
EXEX
MCT1MCT1
EX AF1
EXRM2 EX
F1
EX
EX
MCT1
EX
EX
EX
EX
EX
EXEX
MCT1
EXEX
EXEX
AF1
CORRIDOR
104A
CORRIDOR
114
MB1
MB2
MB2
BB
M M
M
M
TRANSITION LINE; CONCRETE SLAB TO ACCESS FLOOR
ALIGN AT DOOR FRAME
19'-2
"12
'-10
1/2"
AF2
133
104
105
119
OP
OP
28'-9 1/2"
OP
OP
ROOM FINISH / COLOR SCHEDULE KEY
INTERIOR FLOOR FINISHES
AF1 EXISTING ACCESS FLOORING STRUCTURE WITH NEWFIELD APPLIED MCT1
AF2 NEW ACCESS FLOORING: LIGHTWEIGHT CONCRETE PANELSWITH NEW FIELD APPLIED MCT1
EX EXISTING TO REMAINMCT1 MODULAR CARPET TILE: TANDUS/CENTIVA; PLEXUS COLOUR IV,
PATTERN 02875, COLOR: COFFEE BEAN 18610 WITH FLEX-AIRE MODULAR CUSHION BACK WITH RS PEEL AND STICK BACKING
RM2 RESILIENT MATERIAL: MATS INC, SPECTATION, DUAL DUROMETER RUBBER SPORTS INTERLOCKING TILE, 38" X 38", 9MM THICK, COLOR: 818 SKY BLUE
INTERIOR BASE FINISHES
RM1 RESILIENT MATERIALS: ROPPE; TYPE 700 RUBBER WALL BASE, COLOR: 140 FAWN
INTERIOR WALL FINISHES
GWB GYPSUM WALL BOARDOP HUFCOR INVISTA GFI ACOUSTICAL GLASSWALL OMNI
DIRECTIONAL PARTITIONS LOW PROFILE ALUMINUM FRAME, STC 38, 1/2" ACOUSTICAL LAMINATED GLASS, 1 3/4" THICK PANELS, FLOOR TO CEILING, VARIOUS PANEL WIDTHS, W/ 2 OPERABLE DOORS AS INDICATEDSATIN NICKEL FRAME. OPERABLE PARTITIONS CFCI
PT1 PAINT: MATCH EXISTING ICI 719 PILLAR, EGG-SHELL FINISHPT4 PAINT: SHERWIN WILLIAMS SW7658 GRAY CLOUDS, EGG-SHELL
FINISH
INTERIOR CEILING FINISHES
ACT1 ACOUSTICAL CEILING TILE: ARMSTRONG; FINE FISSURED HIGH NRC,#1756; 24" X 24" X 7/8", WITH 15/16" PRELUDE XL SUSPENSION SYSTEM, COLOR: WHITE.
PT3 PAINT: SHERWIN WILLIAMS: SW 7007 CEILING BRIGHT WHITE; EGG-SHELL FINISH
INTERIOR TRIM
PT2 PAINT: MATCH EXISTING ICI PAINT, 709 MANUSCRIPT, SEMI-GLOSS FINISH
INTERIOR MISCELLANEOUS
BB TACKSURFACE; CLARIDGE CORK PANELS OF 1/4" CORK MOUNTED GYPSUM BOARD, COLOR: 1132 BLACK; INSTALL FLOOR TO CEILING. TACKSURFACE CFCI.
EX EXISTING FINISHES TO REMAINMB1 GLASS MARKER BOARD; CLARIDGE MAGNETIC GLASS
MARKERBOARD, MGMI-48, 48" X 96". GLASS BOARD CFCI, INVISIMOUNT INSTALLATION
MB2 GLASS MARKER BOARD; CLARIDGE MAGNETIC GLASS MARKERBOARD, MGMI-46, 48" X 72", INVISIMOUNT INSTALLATION, GLASS BOARD CFCI.
SIGNAGE SYSTEMS 2/90, MODULAR THIN, SLIMLINE ENDCAPS, PRESSSURE SENSITIVE MOUNTING, 6" X 6", ROOM NUMBER, NAME AND BRAILLE. COLOR: 756 SAPPHIRE BLUE
HB1 HORIZONTAL MINIBLINDS; COLOR: MATCH WALL COLOR INROOM 103 COMMAND POST
1. MCT1 IS INSTALLED OVER CONCRETE SLAB.2. DESIGN INTENT IS TO REUSE EXISTING ACCESS FLOOR
SYSTEM AND ADD COMPONENTS AS REQUIRED FOR EACH SPACE WHERE ALTERATIONS OCCUR. IF EXISTING SYSTEM CANNOT BE MATCHED, REPLACE WITH NEW ACCESS FLOOR SYSTEM IN EACH AREA WHERE WORK IS REQUIRED.
3. ALL FURNITURE IS GFGI. FURNITURE PLAN SHOWN FOR COORDINATION. SEE SHEET A-112.
4. MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT INTENDED TO LIMIT THE SELECTION OF EQUAL COLORSAND MATERIALS FROM OTHER MANUFACTURERS.
GENERAL NOTESFINISH SCHEDULE REMARKS
1. USE CS ACROVYN VA SERIES, VA-200N, AT EACH SIDE OF TACKBOARD RECESS FOR TRANSITION BETWEEN EXISTING WALLCOVERING AND NEW DETAIL. COLOR TO MATCH WALLCOVERING.
2. REMOVE ALL EXISTING WALLCOVERING AND ADHESIVE, REFINISH GYPSUM BOARD TO LEVEL 5 FINISH AND PAINT.
3. REMOVE EXISTING VINYL COMPOSITION TILE AND BASE. PREPARE CONCRETE TO RECEIVE NEW CARPET TILE AND BASE. USE SCHLUTER EDGE PROTECTOR STRIPS.
4. NOT USED5. WHERE NEW ACT ADJOINS EXISTING, START AT FIRST EXISTING
WHOLE TILE ROW, BUT PAST CEILING TRACK FOR OP1 GLASSWALL PARTITIONS. OP1 TO BE INSTALLED IN NEW ACT.
6. GLASS WALL PARTITION CEILING TRACKS MUST NOT ALIGN ON TOP OF EAST/WEST CEILING GRID TRACKS.
7. GLASS WALL PARTITION CEILING TRACKS SHALL BE FLUSH WITH CEILING TILES.
8. TACKSURFACE TO EXTEND FROM FLOOR TO CEILING AND FULL WIDTH OF RECESS.
9. INSTALL NEW CARPET TILE AND BASE AFTER REMOVAL OF CABINET WEST WALL.
10. WINDOWS FROM COMMAND POST INTO BATTLE STAFF TO RECEIVE 1" OPERABLE METAL MINI BLINDS, MOUNTED TO THE COMMAND POST SIDE.
11. EXISTING FLOOR TILE TO REMAIN. INSTALL INTERLOCKING MATS FREE LAY WITH NEW RESILIENT BASE.
5'-0
"
3"
REPLACEABLE PRINTED DESCRIPTION
201
USE FOR OFFICES AND ROOMS. SIGNS WILL HAVE ROOM NUMBERS, BRAILLE, AND TWO CHANGEABLE MESSAGE SLOTS.
9"
8"
1 1/2" TACTILE ROOM NUMBER WITH GRADE 2 BRAILLE
2"2"
4"
END CAPS
WINDOW WITH PRINTED PAPER INSERT
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
I-120100% DESIGN SUBMITTAL
15
01/30/2019
FIN
ISH
PLA
N, S
CH
ED
ULE
AN
D D
ET
AIL
S
KM
LH
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"I-120
1 FLOOR PLAN - FINISHES
PLAN NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
ROOM FINISH SCHEDULE
ROOM NO.ROOMNAME
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 COLOR100 VESTIBULE EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- EX -- EX --
101 COPIER MCT 1 RM 1 EX PT 1 EX PT 1 EX PT 1 EX PT 1 EX -- EX -- 9
103 COMMAND POST AF 2 RM 1 EX PT 1 GWB PT 1 EX PT 1 EX PT 1 -- -- ACT 1 10
103A CORRIDOR AF / MCT 1 / 1 RM 1 EX PT 1 EX PT 1 EX PT 1 EX PT 4 -- -- ACT 1
104 EOS EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- -- -- EX --
104A CORRIDOR AF / MCT 1 / 1 RM 1 GWB PT 4 EX PT 4 EX PT 4 EX PT 4 -- -- ACT 1
105 EOS EX 1 RM 1 EX -- -- EX -- -- EX -- -- EX -- -- -- -- EX --
106 GYM. RM 2 RM 1 EX PT 1 EX PT 1 EX PT 1 EX PT 1 -- -- EX -- 11, 12
113 CORRIDOR EX -- RM 1 EX PT 1 EX PT 1 EX PT 1 -- PT 1 -- -- EX/ACT --/1 5
114 CORRIDOR EX -- EX -- EX -- -- EX -- -- EX -- -- EX / GWB BB/ PT BB/1 -- -- EX/ACT --/1 1, 8
117 WOMEN EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- -- -- EX --
118 MEN EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- -- -- EX --
119 N.C.I.O.S. MCT 1 RM 1 EX PT 1 GWB PT 1 EX PT 1 EX PT 1 -- -- ACT 1 2,3
123 BREAK ROOM EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- -- -- EX --
125 WOMEN EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- EX -- EX --
126 MEN EX -- EX -- EX -- -- EX -- -- EX -- -- EX -- -- EX -- EX --
128 BATTLE STAFF AF 1 RM 1 -- -- -- EX -- -- EX -- -- EX PT 4 -- -- ACT 1 5,6,7
129 JPG AF / MCT 1 / 1 RM 1 EX PT 1 EX PT 1 -- -- -- EX PT 1 -- -- ACT 1 5,6,7
133 STORAGE MCT 1 EX -- EX -- -- EX -- -- EX -- -- EX -- -- -- -- EX --
1/2" = 1'-0"I-120
2 SIGN MOUNTING- TYPICAL
3" = 1'-0"I-120
3 SIGN TYPE A
SCALE: 3" = 1'-0"
0 2" 4" 8"
SCALE: 1/2" = 1'-0"
0 1' 2' 4'
SIGNAGE SCHEDULE
ROOMNUMBER
ROOMNAME TYPE
MOUNTLOCATION
119 N.C.I.O.S. Type A WALL
133 STORAGE Type A WALL
105 EOS Type A WALL
104 EOS Type A WALL
AR94997
DERETSIG
ER
A R C HIT
EC
T
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
COMMAND POST
103
BATTLE STAFF
128
N.C.I.O.S.
119
JPG
129
GYM.
106
CORRIDOR
103A
CORRIDOR
104A
MB1 M M
M
M
MB2
BB
COPIER
101
EOS
105
CORRIDOR
113
CONSOLES 4' X 2-6'
TYPICAL 6' X 6' WORKSTATIONS
8'-0" 8'-0"
3'-6
"
TYPICAL 6' X 2'-6" CONSOLE TABLES
TYPICAL 6' X 2'-6" CONSOLE TABLES
MB2
C
T
C
NEW GLASS OPERABLE PARTITION PANEL SYSTEM W/ LOCKABLE PIN @ BOTTOM OF END PANEL-CFCI
TYPICAL 6' X 6' WORKSTATION
TYPICAL 6' X 6' WORKSTATION
UNDER COUNT FRIG MICROWAVE
PRINTER
GFGI FURNITURE KEY
C TASK CHAIR
T CONSOLE TABLE
TYPICAL WORKSTATION
GFGI FURNITURE PLAN NOTES
1. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS.
2. 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.
3. ALL FURNITURE AND EQUIPMENT (FFE) IS GFGI AND SHOWN FOR COORDINATION.
GRAPHIC LEGEND
ROOM NAME / NUMBER DESIGNATION101
ROOM NAME
EQUIPMENT/FURNITURE, (GF/GI)
M90" FLATSCREEN MONITOR, WALL MOUNTED (GF/GI)
MB1MARKER BOARD (8'X4')
MB2MARKER BOARD (6'X4')
BBBULLETIN BOARD (7'X8')
OP OPERABLE PARTITION
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
I-121100% DESIGN SUBMITTAL
16
01/30/2019
FLO
OR
PLA
N -
GF
GI F
UR
NIT
UR
E
KM
LH
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
020
8
1/8" = 1'-0"I-121
1 FLOOR PLAN - GFGI FURNITURE
PLAN NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
AR94997
DERETSIG
ER
A R C HIT
ECT
FOETATS
FL O R IDA
R ICE
ACREBO
R
RLT
01/30/19
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
F-001100% DESIGN SUBMITTAL
01/30/19
GENE
RAL F
IRE
PROT
ECTI
ON IN
FORM
ATIO
N
DJM
FCB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
WATER DEMANDS
NAME OF FACILITY: BUILDING 90208LOCATION: HURLBURT AFBTYPE OF CONSTRUCTION: NON-COMBUSTIBLEOWNER: GOVERNMENTAUTHORITY HAVING JURISDICTION: HURLBURT FIRE CHEIFBUILDING HAZARD: LIGHT AND ORDINARY HAZARD
WET DESIGN AREA
ORDINARY
LIGHT
0.20
0.10
OCCUPANCYCLASSIFICATION
DESIGN DENSITYGPM/SQ. FT.
250
250
2500
1500
HOSEGPMSQ. FT.
LIGHT HAZARD: OFFICE
SQUARE FOOTGALLONS PER MINUTEPOUNDS PER SQUARE INCH
SQ. FT.GPMPSI
DIAMETERMAXIMUMMINIMUMABOVE FINISHED FLOORIN ACCORDANCE WITHAUTHORITY HAVING JURISDICTIONAHJ
AFF
DIAMAXMIN
IAW
NEW CONNECTION POINT
DEMOLISH TO POINT SHOWN
ORDINARY HAZARD: MECH/ELEC ROOM
1. FLEXIBLE SPRINKLER HOSE SHALL NOT BE PERMITTED.
2. QUICK RESPONSE SPRINKLERS SHALL BE USED THROUGHOUT, EXCEPT INROOMS OR AREAS FOR WHICH QUICK RESPONSE SPRINKLERS ARE NOT LISTED,OR WHERE THEIR USE HAS BEEN SPECIFICALLY PROHIBITED BY NFPA-13 OR THEAUTHORITY HAVING JURISDICTION.
3. PIPING SHALL BE INSTALLED SO THAT ALL PORTIONS OF THE SYSTEM CAN BEDRAINED BACK THROUGH VALVES IN ACCORDANCE WITH NFPA-13, 14, 15, AND25.
4. ALL FIRE WALL PENETRATIONS SHALL BE SEALED WITH UL APPROVED FIRESTOPPING SYSTEMS LISTED TO MAINTAIN THE FIRE RATING OF THE WALLS INWHICH THEY ARE INSTALLED; FIRE STOPPING SHALL BE IDENTICAL PRODUCTSUPPLIED BY A SINGLE MANUFACTURER THROUGHOUT THE BUILDING. BOTHSIDES OF PENETRATION SHALL BE SEALED WITH SEALANT FINISHED TO MATCHADJACENT WALL, FLOOR, OR CEILING.
5. FULLY COORDINATE INSTALLATION OF PIPE WITH ALL OTHER TRADES, WITHPARTICULAR EMPHASIS ON COORDINATION WITH HVAC DUCTWORK. SPRINKLERPIPE SHALL NOT BE SUSPENDED FROM DUCT HANGERS UNLESS THESESUPPORTS ARE SPECIFICALLY DESIGNED TO ACCOMMODATE SPRINKLER PIPE.HANGERS SHALL BE IN ACCORDANCE WITH NFPA 13.
6. HYDRAULIC DESIGN CALCULATIONS SHALL BE BASED ON MOST RECENT FIREFLOW TEST. FLOW AND PRESSURE TEST SHALL BE PERFORMED BY SPRINKLERCONTRACTOR IAW NFPA-291.
7. ALL FIRE SPRINKLER PIPING SHALL BE SCHEDULE 40, RIGID BLACK STEEL. ALLSPRINKLER PIPING OVER 2" SHALL BE WELDED, FLANGED, THREADED, OR CUT-GROOVE CONNECTIONS. ALL PIPING LESS THAN 2" SHALL BE THREADED. ROLLGROOVE CONNECTIONS SHALL NOT BE ACCEPTABLE.
8. FIRE SUPPRESSION SHALL BE IN ACCORDANCE WITH UFC 3-600-01 CHANGE 1,28 NOVEMBER 2016, FIRE PROTECTION ENGINEERING FOR FACILITIES, NFPA 13,THE SPECIFICATIONS, AND THE AUTHORITY HAVING JURISDICTION.
FIRE PROTECTION GENERAL NOTES
FIRE PROTECTION DESIGN CRITERIA
LEGEND
SPRINKLER PIPING
SPRINKLER HEAD
DATE: OCTOBER 4, 2018TIME: 11:30 AMSTATIC PRESSURE: 58 PSIRESIDUAL PRESSURE: 52 PSIWATER FLOW: 850 GPMSIZE OF MAIN: 6"
PRELIMINARY FIRE FLOW TEST DATA
SOURCE OF WATER SUPPLY: GOVERNMENT
* FLOW TEST PROVIDED FOR INFORMATION ONLY - CURRENT FLOWTEST SHALL BE PERFORMED BY SPRINKLER CONTRACTOR AT TIME OFSYSTEM DESIGN.
17
1
EXISTING WET PIPE
2
24"
øFP
-WET
4"ø FP-WET
4"ø FP-WET
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
F-101100% DESIGN SUBMITTAL
01/30/19
DEMO
LITIO
N PL
AN -
FIRE
PRO
TECT
ION
DJM
FCB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
SHEET NOTES
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTIONPLAN
NORTH
EXISTING WET PIPE FIRE PROTECTION RISER.
THE FIRE SPRINKLER CONTRACTOR SHALL MODIFY THE EXISTING WET PIPE FIRE PROTECTION PIPING TO ACCOMODATE THE NEW ARCHITECTURAL LAYOUT. MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH UFC 3-600-01 CHANGE 2, 25 MARCH 2018, FIRE PROTECTION ENGINEERING FOR FACILITIES, NFPA13, THE SPECIFICATIONS, AND THE AUTHORITY HAVING JURISDICTION.
1
2
18
1
53
4
4
4
BATTLE STAFF128
JPG129
JPG129
STORAGE133
CORRIDOR103A
COMMAND POST103
VESTIBULE100
COPIER101
WOMEN117
MEN118
N.C.I.O.S.119
EOS104
EOS105
CORRIDOR113
GYM.106
BREAK ROOM123
WOMEN125
MEN126
EXISTING WET PIPE
32
4"ø FP-WET
4"ø FP-WET
4"ø
FP-W
ET
2
6 6
6
6
6
6
66
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
F-201100% DESIGN SUBMITTAL
01/30/19
FIRS
T FL
OOR
PLAN
- FI
RE P
ROTE
CTIO
N
DJM
FCB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
1/8" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION
SHEET NOTES
EXISTING WET PIPE FIRE PROTECTION RISER.
FIRE PROTECTION CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION.
THE FIRE SPRINKLER CONTRACTOR SHALL MODIFY THE EXISTING WET PIPE FIRE PROTECTION PIPING TO ACCOMODATE THE NEW ARCHITECTURAL LAYOUT. MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH UFC 3-600-01 CHANGE 2, 25 MARCH 2018, FIRE PROTECTION ENGINEERING FOR FACILITIES, NFPA13, THE SPECIFICATIONS, AND THE AUTHORITY HAVING JURISDICTION.
ROOM IS LIGHT HAZARD OCCUPANCY.
CONTRACTOR SHALL REMOVE AND CAP PIPING FOR HEADS THAT ARE NO LONGER REQUIRED.
CONTRACTOR SHALL REPLACE ALL FIRE SPRINKLER HEADS IN THE ENTIRE BUILDING. PHASE WORK TO MINIMIZE DISRUPTION TO FACILITY.
1
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
2
3
4
5
6
19
FIRE ALARM GENERAL NOTES1. THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT & FIELD DEVICES. EXACT ROUTING OF CONDUITS TO BE DETERMINED IN THE
FIELD BY THE INSTALLING CONTRACTOR TO SUIT CONDITIONS. ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS.
2. CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENT IN CIRCUITING AS REQUIRED TO ACCOMMODATE
THE RELOCATION OF EQUIPMENT AND/OR DEVICES WHICH ARE AFFECTED BY ANY AUTHORIZED CHANGE. ALL CHANGES SHALL BE CLEARLY INDICATED ON
THE RECORD DRAWINGS.
3. A SET OF APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR INSTALLATION.
4. THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V, 20A BRANCH CIRCUIT BREAKER, AND
SHALL HAVE A RED MARKING, LOCK-ON PROVISION AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT
DISCONNECT MEANS (CIRCUIT BREAKER) SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT.
5. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND WORKMAN LIKE MANNER.
6. ANY SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO PROTECT FROM DUST.
7. THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL, CEILING, AND ROOF ASSEMBLIES ANY TIME THAT WORK IS NOT
ACTIVELY BEING PERFORMED.
8. INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND NON-POWER LIMITED FIELD WIRING MUST
BE INSTALLED WITHIN THE FACP ENCLOSURE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NEC.
9. ALL WIRING SHALL BE INSTALLED ACCORDING TO NFPA 70 (NEC).
10. FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APPROPRIATE SECTION OF NEC 760. MARK ALL FIRE ALARM WIRES IN ACCORDANCE WITH
NEC 760 SECTIONS FOR POWER LIMITED AND NON-POWER LIMITED WIRE.
11. FIRE ALARM CABLE INSTALLED IN DUCTS, PLENUM, AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE FPLP.
12. FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATE MORE THAN ONE FLOOR OR CABLES INSTALLED IN VERTICAL RUNS IN SHAFTS SHALL
BE TYPE FPLR.
13. FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET LOCATIONS.
14. FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70 ARTICLES 760, 770,
725 AND 800 WHERE APPLICABLE.
15. ALL WIRING, INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS.
16. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE.
17. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT.
18. 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING.
19. ALL WIRING TO BE IN CONDUIT WITH FACTORY APPLIED RED FINISH.
20. PROVIDE DUCT DETECTORS IN SUPPLY AIR SYSTEMS.
21. PRE-FINAL & FINAL FIRE ALARM TESTING SHALL BE COORDINATED WITH HURLBURT AFB PERSONNEL.
22. ALL WIRING TO BE SOLID COPPER.
23. INSTALL SMOKE DETECTION ABOVE ALL CONTROL PANELS TO INCLUDE NAC EXTENDER PANELS AND EARLY SMOKE DETECTION CONTROL PANELS.
24. MONITORING MODULES FOR SINGLE SERVICE. DUAL INPUT NOT PERMITTED.
25. ALL CONDUIT TO BE NEW AND PROVIDED WITH A FACTORY APPLIED RED FINISH.
26. ALL FIRE ALARM CIRCUITS SHALL BE TERMINATED ON TERMINAL STRIPS. WIRE NUTS ARE PROHIBITED. ALL SIGNALLING LINE CIRCUITS (SLC) AND
NOTIFICATION APPLIANCE CIRCUITS (NAC) ENTERING THE BUILDING AND AT THE FIRE ALARM PANEL SHALL BE PROVIDED WITH SUITABLE SURGE
SUPPRESSORS (SEE SPECIFICATIONS)
27. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER 30 DAYS BEFORE THE PRELIMINARY AND ACCEPTANCE FIRE ALARM TESTS ARE TO BE
CONDUCTED. THE TESTS SHALL BE IN ACCORDANCE WITH THE APPROVED TESTS PROCEDURES IN THE PRESENCE OF THE CONTRACTING OFFICER. THE
CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND PERSONNEL REQUIRED FOR THE TESTS.
28. FIRE ALARM CONTRACTOR SHALL PROVIDE SHOP DRAWINGS IN ACCORDANCE WITH HURLBURT FIELD SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO
BATTERY POWER CALCULATIONS. THE SHOP DRAWINGS SHALL BE SIGNED/SEALED BY A CONTRACTOR HIRED FPE WHO WILL BE THE QFPE FOR THE PROJECT.
FIRE ALARM NEW WORK LEGENDFIRE ALARM WALL MOUNTED HORN/STROBE
AC DUCT DETECTOR
P
FIRE ALARM DEMOLITON LEGEND
SMOKE DETECTOR TO BE DEMOLISHED
P FIRE ALARM WALL MOUNTED HORN/STROBE TO BE DEMOLISHEDHS
P FIRE ALARM WALL MOUNTED HORN TO BE DEMOLISHEDS
AC DUCT DETECTOR TO BE DEMOLISHED
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
FA-001100% DESIGN SUBMITTAL
01/30/2019
FIR
E A
LA
RM
LE
GE
ND
AN
D G
EN
ER
AL N
OT
ES
CTK
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
20 48
FCB
6'-8
"
7'-6
" 8'-0
"
3'-6
" 4'-0
"
ALERT
FIRE ALARM
STROBE
FIRE ALARM
HORN
FIRE ALARM
HORN STROBE
MAX LEVER HEIGHT
MIN TOP OF HORN HEIGHT
MIN STROBE LENS HEIGHT
MAX STROBE LENS HEIGHT
MIN LEVER HEIGHT
MANUAL PULL
STATION
FIRE
1.
2.
3.
4.
MOUNT MANUAL PULL STATION SO THAT
OPERABLE LEVER IS BETWEEN 42" AND 48"
ABOVE FINISHED FLOOR.
MOUNT STROBES SO THAT LENS IS NO MORE
THAN 96" AFF AND NO LESS 80" THAN AFF.
MOUNT HORNS SO THAT TOP OF APPLIANCE IS
A MINIMUM OF 90" AFF. ENSURE THAT HORN
IS AT LEAST 6" BELOW CEILING.
MOUNT HORN STROBES IN ACCORDANCE WITH
STROBE MOUNTING REQUIREMENTS.
NOTE: IN THE WAREHOUSE AREAS CEILING
MOUNTED DEVICES SHALL BE INSTALLED TO
THE BOTTOM OF STRUCTURAL BEAMS.
ALERTALERT
FIRE ALARM MOUNTING HEIGHT DETAILNOT TO SCALE
GENERAL WALL MOUNTING NOTES
FIRE ALARM RISER DIAGRAM
FIRE ALARM
CONTROL
PANEL
RADIO
TRANSCEIVER
MONACO
BT-X
EXISTING FIRE ALARM SYSTEM
TRANSCEIVER ANTENNA
NOT TO SCALE
FIRE ALARM SYSTEM GENERAL NOTES:
THE FIRE ALARM SYSTEM SHALL BE WIRED TO MATCH EXISTING WIRING-
FIRE ALARM SYSTEM CONDUCTORS SHALL BE AS RECOMMENDED BY THE FIRE ALARM
SHOP DRAWING CALCULATIONS BUT SHALL BE NOT LESS THAN #16 AWG FOR INITIATING
-
P
DEVICE AND SIGNALING LINE CIRCUITS AND #14 AWG FOR NOTIFICATION APPLIANCE
CIRCUITS. INSTALL WIRING IN 3/4" CONDUIT MINIMUM.
EXISTINGEXISTING
CONTRACTOR SHALL INSTALL NEW NAC POWER SUPPLIES AND AUDIO POWER BOOSTERS-
AS REQUIRED.
KEYNOTES:
1 REWORK/EXTEND/INSTALL FIRE ALARM CONDUCTORS AND CONDUIT TO NEW
DEVICES. INTEGRATE NEW DEVICES INTO THE EXISTING SYSTEM AS REQUIRED
FOR A COMPLETE INSTALL.
EXISTING INITIATION CIRCUIT
CONNECT NEW DEVICES TO EXISTING CIRCUIT
CONNECT NEW DEVICES TO EXISTING CIRCUIT
EXISTING NOTIFICATION CIRCUIT
1
1
FCI-12 ZONE
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
FA-002100% DESIGN SUBMITTAL
01/30/2019
FIR
E A
LA
RM
DE
TA
ILS
CTK
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
21 48
FCB
P
P
P
PHASE 1
PHASE 1
PHASE 2
PHASE 2 BREAK ROOM
E-119
TOILET
E-118
UNISEX TOILET
E-117
N.C.O.I.C.
E-115
RADIO ROOM
E-114
CP ADMIN. /
SORTS TRAINING
E-120
SUPT.
E-121
MECHANICAL
E-122ELEC.
E-112
O.I.C.
E-111
SECURE COMM.
E-107
STORAGE
E-106
COMM.
E-108
STORAGE
E-109
CORRIDOR
E-113
SECURITY
E-101
SECURE
VESTIBULE
E-100
COMMAND POST
E-103
EXEC. C.A.T.
E-104
C.A.T. CEL
E-105
CORRIDOR
E-103A
BREAK ROOM
E-123
CORRIDOR
E-124
WOMEN
E-125
MEN
E-126
MENS SHOWER
E-126A
MECH. / ELEC.
E-127
SRC
E-128
EXEC. STAFF
AREA
E-129
OFFICE
E-130
CORRIDOR
E-131
STORAGE
E-132
STORAGE
E-133
S
S
HS
AHU-2AHU-1
NOTE: ALL UNDER FLOOR FIRE ALARM
DEVICES SHALL REMAIN
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
FA-100100% DESIGN SUBMITTAL
01/30/2019
FIR
E A
LA
RM
DE
MO
LIT
ON
PL
AN
CTK
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"FA-100
1 FIRE ALARM DEMOLITION PLANPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
22 48
FCB
P
P
P
COMMAND POST
103
BATTLE STAFF
128
N.C.I.O.S.
119
JPG
129
GYM.
106
CORRIDOR
103A
CORRIDOR
104A
COPIER
101
EOS
105
CORRIDOR
113
FACP
AHU-1 AHU-2
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
FA-200100% DESIGN SUBMITTAL
01/30/2019
FIR
E A
LA
RM
NE
W W
OR
K P
LA
N
CTK
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"FA-200
1 NEW WORK FIRE ALARM PLANPLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
23 48
FCB
HVAC LEGENDSUPPLY AIR DUCT UP
SUPPLY AIR DUCT DOWN
OUTDOOR AIR DUCT UP
OUTDOOR AIR DUCT DOWN
RETURN AIR DUCT UP
RETURN AIR DUCT DOWN
EXHAUST AIR DUCT UP
EXHAUST AIR DUCT DOWN
WxH RECTANGULAR DUCTWORK, SIZES SHOWN ARE INTERNAL CLEAR DIMENSIONS. FIRST FIGURE IS SIDE SHOWN.
ø ø
WxH ø
ROUND BRANCH DUCT TAKEOFF FROM ROUND DUCT MAIN. BRANCH DUCT SHALL BE ROUND SNAPLOCK GALVANIZED STEEL DUCTWORK OR FLEXIBLE ROUND DUCT. ROUND DUCT TAP IN SHALL BE MADE WITH SPIN-IN COLLAR WITH MANUAL VOLUME DAMPER.ROUND BRANCH DUCT TAKEOFF FROM RECTANGULAR DUCT MAIN. BRANCH DUCT SHALL BE ROUND SNAPLOCK GALVANIZED STEEL DUCTWORK OR FLEXIBLE ROUND DUCT. ROUND DUCT TAP IN SHALL BE MADE WITH SPIN-IN COLLAR WITH MANUAL VOLUME DAMPER.
WxH WxH RECTANGULAR BRANCH DUCT TAKE OFF FROM
RECTANGULAR DUCT MAIN WITH 45° COLLAR AND MANUAL VOLUME DAMPER.
FACTORY FABRICATED/INSULATED FLEXIBLE ROUND DUCT, SAME SIZE AS OUTLET DIAMETER.
SQUARE THROAT ELBOW IN RECTANGULAR DUCT WITH DOUBLE WALL TURNING VANES.
AUTOMATIC OPPOSED BLADE DAMPER
ROUND MANUAL VOLUME DAMPER
RECTANGULAR MANUAL VOLUME DAMPERM
?
FDRECTANGULAR FIRE DAMPER
RECTANGULAR FIRE/SMOKE DAMPERFSD
24"x24" FACE CEILING DIFFUSER EQUAL TO "TITUS TMSA-AA". PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FOR GYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILING GRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED. 4-WAY DIRECTION OF THROW, UNLESS OTHERWISE INDICATED WITH ARROW. PROVIDE WITH OPPOSED BLADE VOLUME CONTROL DAMPER. BACK FACE OF DIFFUSER SHALL HAVE INSULATION BLANKET.
SIDE WALL MOUNTED SUPPLY REGISTER, EQUAL TO "TITUS 272FL".SIDE WALL MOUNTED RETURN REGISTER, EQUAL TO "TITUS 350FL".
SYMBOLS
1
T
1
1
THERMOSTAT
HEX SHEET NOTE
CO2
H HUMIDISTAT
CARBON DIOXIDE SENSOR
1
SQUARE SHEET NOTE
TRIANGLE SHEET NOTE
ROUND SHEET NOTE
CONNECT TO EXISTING
INDICATES SECTIONSHEET WHERE SECTION IS DRAWN
SECTION
CALLOUT
INDICATES SECTIONSHEET WHERE SECTION IS DRAWN
HVAC GENERAL NOTES
AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ARI AIR-CONDITIONING AND REFRIG. INSTITUTE BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT CFM CUBIC FEET PER MINUTE CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN COP COEFFICIENT OF PERFORMANCE CWS CONDENSER WATER SUPPLYCWR CONDENSER WATER RETURNDB DRY BULB DDC DIRECT DIGITAL CONTROL DEG DEGREE EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO EWB ENTERING WET BULB ENT ENTERING ESP EXTERNAL STATIC PRESSURE ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE EF EXHAUST FAN EX EXISTING EXT EXTERNAL F/A FIRE ALARM °F DEGREES FAHRENHEITFMS FLOW MONITORING STATIONFLA FULL LOAD AMPS FPM FEET PER MINUTE FS FLOW SWITCH
FSD FIRE AND SMOKE DAMPER GAL GALLONS GPM GALLONS PER MINUTE H2O WATER HD HEAD HP HORSEPOWER HSPF HEAT SEASONAL PERFORMANCE FACTOR IAW IN ACCORDANCE WITH KW KILOWATT LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MFR MANUFACTURER OA OUTDOOR AIR PSI POUNDS PER SQUARE INCH RA RETURN AIR RAT RETURN AIR TEMPERATURE SA SUPPLY AIR SD SMOKE DAMPER SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SP STATIC PRESSURE TSP TOTAL STATIC PRESSURE TYP TYPICAL V VOLTVAV VARIABLE AIR VOLUME VEL VELOCITY VFD VARIABLE FREQUENCY DRIVEWB WET BULBWC WATER COLUMN
HVAC ABBREVIATIONS
24"x12" SA
24"x12" SA-LP
24"x12" SA-MP
24"x12" RA
24"x12" TA
24"x12" OA
24"x12" EA
2"ø REFR
3"ø CHWS
3"ø CHWR
SUPPLY AIR DUCT, SIZED AT 0.08 IN-WG/100FT.
LOW PRESSURE SUPPLY AIR DUCT, SIZED AT 0.08 IN-WG/100FT.
MEDIUM PRESSURE SUPPLY AIR DUCT, SIZED AT 2000 FPM.
DUCTED RETURN AIR, SIZED AT 0.08 IN-WG/100FT. PLENUM RETURN AIR, SIZED AT 500 FPM.
TRANSFER AIR, SIZED AT 500 FPM.
OUTDOOR AIR, SIZED AT 0.08 IN-WG/100FT.
EXHAUST AIR, SIZED AT 0.04 IN-WG/100FT.
REFRIGERANT
2"ø C CONDENSATE
CHILLED WATER SUPPLY
CHILLED WATER RETURN
PIPE DOWN
PIPE UP
3"ø HWS
3"ø HWR
HOT WATER SUPPLY
HOT WATER RETURN
S SENSOR
24" LINEAR SUPPLY DIFFUSER EQUAL TO "TITUS ML-39-NT". PROVIDE SIDE RAIL END CAPS FOR SUPPORT ALONG GYPSUM BOARD AND LAY IN TYPE CEILING. PROVIDE OPTIONAL INSULATED PLENUM.
24" LINEAR RETURN DIFFUSER EQUAL TO "TITUS MLR-NT". PROVIDE SIDE RAIL END CAPS FOR SUPPORT ALONG GYPSUM BOARD AND LAY IN TYPE CEILING.
CEILING DIFFUSER EQUAL TO "TITUS 250-AA". PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FOR GYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILING GRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED. 4-WAY DIRECTION OF THROW, UNLESS OTHERWISEINDICATED WITH ARROW. PROVIDE WITH OPPOSEDBLADE VOLUME CONTROL DAMPER. BACK FACE OFDIFFUSER SHALL HAVE INSULATION BLANKET.
FLOW SENSORFSAD
12"x12" FACE CEILING DIFFUSER EQUAL TO "TITUS TMSA-AA". PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FOR GYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILING GRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED. 4-WAY DIRECTION OF THROW, UNLESS OTHERWISE INDICATED WITH ARROW. PROVIDE WITH OPPOSED BLADE VOLUME CONTROL DAMPER. BACK FACE OF DIFFUSER SHALL HAVE INSULATION BLANKET.
RETURN AIR CEILING GRILLE EQUAL TO "TITUS 350FL". PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FOR GYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILING GRID.
EXHAUST AIR GRILLE EQUAL TO "TITUS 350FL". PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FOR GYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILING GRID.
SIDE WALL MOUNTED EXHAUST REGISTER, EQUAL TO "TITUS 350FL".
----
----
1. INSTALL A COMPLETE AND OPERABLE MECHANICAL SYSTEM AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.
2. CONTRACT DOCUMENT DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERALARRANGEMENT ONLY.
3. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, CONTRACT DOCUMENTS, ANDAPPLICABLE CODES AND REGULATIONS.
4. THE APPROXIMATE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN WHERE APPLICABLE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES AND PROTECT BEFORE COMMENCING WORK.
5. COORDINATE EQUIPMENT CLEARANCES (AS RECOMMENDED BY MANUFACTURER) WITH ALL DISCIPLINES BEFORE INSTALLATION.
6. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHEDEQUIPMENT, VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.
7. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT, MINIMUM CONCRETE PAD THICKNESS SHALL BE 6 IN. PAD SHALLEXTEND BEYOND THE EQUIPMENT A MINIMUM OF 6 IN. ON ALL SIDES.
8. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS, VALVES, SMOKEDETECTORS, AND OTHER CONCEALED MECHANICAL EQUIPMENT.
9. PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS FOR ALL SMOKE DECTECTORS, FIRE DAMPERS, SMOKE DAMPERS,VOLUME DAMPERS, HUMIDIFIERS, COILS, AND OTHER ITEMS LOCATED IN THE DUCTWORK THAT REQUIRE SERVICE AND/OR INSPECTION.
10. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH THE STRAIGHT SECTION OF PIPEOR DUCT UPSTREAM AND DOWNSTREAM AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER.
11. ALL EQUIPMENT, PIPING, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED, SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION-FREEINSTALLATION.
12. LOCATIONS AND SIZES OF ALL FLOOR, WALL AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED.
13. ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE STOPPED WITH AN APPROVED PRODUCT.
14. ALL EQUIPMENT REQUIRING CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, TRAPPED PER MANUFACTURERSDETAILS FOR ACTUAL EQUIPMENT AND STATIC PRESSURE. CONDENSATE SHALL BE PIPED TO THE NEAREST DRAIN AS INDICATED. PROVIDECONDENSATE PUMPS AS REQUIRED.
15. REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION.
16 THERMOSTATS INDICATED ADJACENT TO DOORWAYS SHALL BE LOCATED WITHIN 18” OF JAMB AT LOCATIONS WITH LIGHT SWITCHES,LOCATE THERMOSTAT SUCH THAT LIGHT SWITCH IS BETWEEN THERMOSTAT AND JAMB. VERIFY THERMOSTAT LOCATION WITH SYSTEMFURNITURE LAYOUT PRIOR TO INSTALLING THERMOSTATS.
17. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TOCOMPENSATE FOR DUCT LINING THICKNESS.
18. PROVIDE ALL 90-DEGREE SQUARE ELBOWS WITH DOUBLE RADIUS TURNING VANES. PROVIDE ACCESS DOORS UPSTREAM OF ALL ELBOWSWITH TURNING VANES.
19. LAUNDRY EXHUAST SHALL BE OF UNVANED SMOOTH RADIUS CONSTUCTION WITH A RADIUS EQUAL TO 1-1/2" TIMES THE WIDTH OF THE DUCT.
20. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHERCEILING MOUNTED EQUIPMENT AND MAKE MINOR DUCT MODIFICATIONS TO SUIT.
21. EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. LOUVER DIMENSIONS INDICATED DOES NOT INCLUDE FRAME OR FLANGES.APPROXIMATE ROUGH OPENING IN WALL ASSEMBLY IS INDICATED ON ARCHITECTURAL.
22. AVOID ROUTING DUCTWORK AND MECHANICAL EQUIPMENT OVER LIGHTS WHEREVER POSSIBLE. MAINTAIN MINIMUM 6” CLEARANCEBETWEEN MECHANICAL EQUIPMENT AND DUCT INSULATION TO TOP OF LIGHTS. PROVIDE CLEARANCE AND ACCESS ALL AROUND ANDBELOW MECHANICAL EQUIPMENT AS REQUIRED FOR ROUTINE MAINTENANCE.
23. SEAL ALL DUCT PENETRATIONS OF WALLS AIRTIGHT, REGARDLESS OF WHETHER WALLS ARE FIRE RATED OR NOT.
24. ALL AIR INTAKES OPENING TO EXTERIOR SHALL HAVE A MIN 10'-0” CLEARANCE FROM ANY EXHAUST OPENING TO PREVENT RECIRCULATION.
25. MOUNT DUCTWORK AS HIGH AS POSSIBLE WHERE EXPOSED, UNLESS OTHERWISE NOTED.
26. EXPOSED DUCTWORK SHALL BE DOUBLE-WALL INSULATED WITH A SOLID LINER. PROVIDE GALVANIZED FINISH SUITABLE FOR PAINTING. PRIMEAND PAINT TO COLOR SELECTED BY ARCHITECT.
27. ALL ROUND FLEXIBLE DUCT SHALL BE FACTORY PREINSULATED THERMOFLEX OR EQUAL. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT RUNOUTSHALL BE 8'-0". WHERE LENGTH REQUIRED EXCEEDS 8'-0", INSTALL EXTERNALLY INSULATED ROUND SNAPLOCK DUCT FOR BALANCE OFDISTANCE TO SPIN-IN TAP AT MAIN DUCT TRUNK.
28. ALL SUPPLY AIR DUCTWORK UPSTREAM OF TERMINAL UNITS SHALL BE MEDIUM PRESSURE RECTANGULAR, ROUND, OR FLAT OVAL SPIRALSEAM AS INDICATED. SMACNA STATIC PRESSURE CLASS 4" W.G., SEAL CLASS A, EXTERNALLY INSULATED.
29. ALL SUPPLY AIR DUCTWORK DOWNSTREAM OF AIR TERMINAL UNITS (EXCEPT TAKEOFFS TO SUPPLY AIR DIFFUSERS) SHALL BE LOWPRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 2" W.G., SEAL CLASS A, EXTERNALLY INSULATED.
30. ALL RETURN AIR DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1” W.G., SEAL CLASS A,EXTERNALLY INSULATED.
31. ALL OUTSIDE AIR INTAKE DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1” W.G., SEALCLASS A.
32. EXHAUST AIR DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1/2" W.G., SEAL CLASS A,EXTERNALLY INSULATED.
RELATIVE HUMIDITYRH
TEMPERATURE SENSORTS
SMOKE DETECTORSD
FLOW MEASURING STATIONFMS
DAMPER ACTUATORDA
STATIC PRESSURE TRENDSSPT
ROOM TEMPERATURE SENSORRTS
DIFFERENTIAL PRESSURE SENSORDPS
AI ANALOGUE IN
AO ANALOGUE OUT
DI DIGITAL IN
DO DIGITAL OUT
DEMO TO THIS POINT
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-001100% DESIGN SUBMITTAL
01/30/19
GENE
RAL M
ECHA
NICA
L INF
ORMA
TION
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
24
1
2
AHU-2(E)EF-3
(E)EF-4
(E)EF-5
(E)EF-2
(E)EF-1
ATU-3
ATU-4
ATU-5
ATU-2-2
38"x16"
38"x16"
46"x
26"
ATU-2-1
XS 120
XS 20XS 30
XS 20
XS 30
XS 370
XS 370
XS 370XS 370
XS 210 XS 210
14"x10"
XS 140XS 140
XS 30
XS 150
XS 160
XS 160
XS 105XS 105
XS 65
ATU-9
ATU-8
XS 100
8"ø
10"ø
8"ø
12"ø
14"ø
16"ø
AHU-1
3"ø CHWR
3"ø CHWS(E)CHWP-1 (E)CHWP-2
10"ø
16"x
14"
T
XS 95
XR 95
8"x8"
EXISTING CHW PIPING IN ATTIC TO REMAIN
T
T
T
T
T
5
5 5
24"x20"
(E)CH-1 (E)CH-2
ATU-5
ATU-3
ATU-1
ATU-2
ATU-4
T
T
ATU-6
ATU-7
T
TT
TT
7
T
88
8
8
8
AHU-2
(E)CHWP-2
3
46"x
26"
16"x
14"
4
3" CHWS&R
6
AHU-1
(E)CHWP-1
316"ø
46
24"x20"
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-101100% DESIGN SUBMITTAL
01/30/19
DEMO
LITIO
N PL
AN -
HVAC
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
SHEET NOTESCONTRACTOR SHALL REMOVE EXISTING SINK WITH ALL ACCESSORIES. CAP WASTE PIPING IN FLOOR. CAP WATER PIPING ABOVE CEILING.
CONTRACTOR SHALL REMOVE EXISTING REFRIGERATOR. CAP WATER PIPING ABOVE CEILING.
CONTRACTOR SHALL REMOVE EXISTING AHU. DISCONNECT DUCTWORK AND CHILLED WATER PIPING AND PREPARE FOR CONNECTION TO NEW AHU.
REPLACE AHU-1 BEFORE DISCONNECTING AHU-2. GIVE USERS ONE MONTH NOTICE TO PREPARE FOR AHU-1 DOWN TIME. ONCE AHU-1 IS REPLACED, GIVE USERS ONE MONTH NOTICE TO PREPARE FOR AHU-2 DOWN TIME BEFORE DISCONNECTING AHU-2.
CONTRACTOR TO REMOVE EXISTING THERMOSTAT.
CONTRACTOR TO REMOVE EXISTING DDC CONTROLS. REPLACE ALL DDC CONTROLS IN THE BUILDING WITH NEW CONTROLS. SEE SHEET M-701.
REMOVE EXISTING THERMOSTAT AND RELOCATE INSIDE COMMAND POST. SEE NEW WORK FOR NEW THERMOSTAT LOCATION.
RENAME EXISTING ATU'S SERVED BY AHU-2. SEE SHEET M-201 FOR NEW NAMING CONVENTION.
1
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN - HVACPLAN
NORTH
2
1/4" = 1'-0"2 MECH ROOM2 DEMOLITION PLAN - HVAC
1/4" = 1'-0"3 MECH ROOM1 DEMOLITION PLAN - HVAC
3
4
GENERAL NOTES1. CONTRACTOR WILL HAVE TO SIGN-IN AND HAVE AN ESCORT AT ALL TIMESDURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITHGOVERNMENT ON ESCORT AVAILABILITY.
5
6
7
8
25
XS 370 XS 370
XS 370XS 370
ATU-2-1
38"x
16"
38"x16"
46"x
26"
(E)CHWP-2 (E)EF-4
(E)EF-3
(E)EF-2
(E)EF-5
(E)EF-1
12"x12"ATU-2-2
8"ø
10"ø
12"ø
14"ø
16"ø
8"ø
11
A 100
A 120
A 120
A 130
A 130
A 65A 50
A 150
A 150 A 150
A 125A 125A 125
A 125 A 125 A 125
ATU-2-3
ATU-2-4
12"x12"
14"x10"8"ø
10"ø
JPG129
JPG129
STORAGE133
CORRIDOR103A
VESTIBULE100
COPIER101
CORRIDOR113
COMMAND POST103
EOS104
WOMEN117MEN
118
N.C.I.O.S.119
EOS105
BATTLE STAFF128
WOMEN125
BREAK ROOM123GYM.
106
MEN126
ATU-8
ATU-9
XS 30
EF-6
6"ø
50 CFM
2
3
XS 95
XR 95
8"x8"
20"ø
4
16"x
14"
16"x
14"
6"ø
8"x1
0"
8"x10"
EXISTING CHW PIPING IN ATTIC TO REMAIN24
"x20
"
T
T
T
6
6
24"x20"
14"x
10"
(E)CH-1 (E)CH-2
3" CHWS
3" CHWR
ATU-5
ATU-4
ATU-3
ATU-2
ATU-1
ATU-6
ATU-7T
T
T
T
TT
T TT
T
T
AHU-1 AHU-2
B 500
B 750
B 450
(E)CHWP-1
1
7
20"ø
24"x20"
24"x
20"
8
9
9
14"x
10"
EXISTING OA INTAKE
6"ø
CHW
R6"
øCH
WS
AHU-1
10
46"x
26"
3"ø CHWR
3"ø CHWS
(E)CHWP-2
1
16"x
14"
8"x1
0"
7
EXISTING OA INTAKE
AHU-2
10
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-201100% DESIGN SUBMITTAL
01/30/19
FIRS
T FL
OOR
PLAN
- HV
AC
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
1/8" = 1'-0"1 FIRST FLOOR PLAN - HVAC
SHEET NOTESCONTRACTOR SHALL PROVIDE AND INSTALL NEW CHILLED WATER VAV AIR HANDLER. SEE SCHEDULES FOR ADDITIONAL DETAILS. EXISTING OUTSIDE AIR INTAKE TO REMAIN. RECONNECT OUTSIDE AIR INTAKE TO NEW AHU.
PROVIDE AND INSTALL NEW EXHAUST WALL CAP WITH BIRD SCREEN MATCHING EXISTING WALL CAPS ON EXTERIOR OF BUILDING. PROVIDE DI-ELECTRIC BREAK AT SECURE BOUNDARY.
PROVIDE AND INSTALL NEW 50 CFM CABINET STYLE EXHAUST FAN.
CONTRACTOR TO PROVIDE AND INSTALL DUCT LAGGING ON NEW SUPPLY PLENUM TO REDUCE NOISE. DUCT LAGGING SHALL BE INSTALLED ON NEW SUPPLY DUCTWORK UP TO EXSITING DUCTWORK CONNECTION. DUCT LAGGING SHALL BE 1 LB PSF FOIL FACED, VINYL BARRIER BONDED TO 1" THICK SCRIM FACED QUILTED FIBERGLASS. DUCT LAGGING SHALL BE FLAMMABILITY CLASS A AND HAVE A FLAME SPREAD OF 12.5.
CONTRACTOR TO REPLACE CHILLED WATER PIPING INSIDE MECHANICAL ROOM.
CONTRACTOR TO PROVIDE AND INSTALL NEW THERMOSTAT.
NEW DDC CONTROL PANEL. CONTRACTOR TO PROVIDE AND INSTALL NEW DDC CONTROLS FOR EXISTING AND NEW HVAC EQUIPMENT. SEE SHEET M-701.
CONTRACTOR TO INSTALL ADDITIONAL ELBOWS FOR SOUND ATTENUATION.
CONTRACTOR TO PROVIDE AND INSTALL WHITE NOISE GENERATOR AND BURGLAR BARS IN DUCTWORK. WHITE NOISE GENERATOR SHALL BE INSTALLED ON SECURE SIDE OF DUCTWORK. PROVIDE ACCESS FOR DUCT INSPECTION IN SECURE SPACE. SEE DETAILS SHEET M-501 FOR ADDITIONAL INFORMATION.
PROVIDE A DUCT SMOKE DETECTOR IN SUPPLY AIR MAIN PRIOR TO ANY BRANCH LINES. CONNECT TO EXISTING FIRE ALARM SYSTEM.
1
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
1/4" = 1'-0"2 MECH ROOM1 FLOOR PLAN - HVAC
1/4" = 1'-0"3 MECH ROOM2 FLOOR PLAN - HVAC
2
3
4
5
6
7
8
9
10
26
NOT TO SCALE
SQUARE CEILING DIFFUSER
INSULATED FLEXIBLE DUCT
EQUIPPED WITH A STANDOFFMANUAL DAMPER SHALL BE
AND VAPOR BARRIER ON THE OUTSIDETO SPIN-IN AND DIFFUSER. WRAP WITH INSULATIONNYLON DRAWBAND TO ATTACH INTERIOR DUCT
OF DIFFUSER. SEAL TO INSULATION VAPOR
NEW THERMAL INSULATED BLANKET WITH VAPORBARRIER SHALL COVER ENTIRE BACK FACE
BARRIER WITH CONTACT TAPE.
OF THE BAND.
OUTSIDE INSULATION.SO OPERATOR IS LOCATED
EXTERNALLY INSULATE THESUPPLY AIR DUCT
SUPPORT FLEXIBLEDUCT AS REQUIRED.
SPIN-IN TAP FITTING AND MANUALDAMPER, IT SHALL BE WRAPPED WITHFIBERGLASS INSULATION WITH VAPORBARRIER. SEAL THE VAPOR BARRIERTO THE FLEX AND SUPPLY DUCTWORKVAPOR BARRIER WITH CONTACT TAPE.
PANEL DIFFUSER DETAIL
PIPE HANGER DETAIL
3/8" ALL THREAD ROD
HANGER RING
N.T.S.
BEAM CLAMP
Z-PURLING
CARRIER PIPING
TYPICAL CONDENSATE DRAIN DETAIL
OF INLET AND OUTLET SHALL BETHE DIFFERENCE BETWEEN HEIGHT
MINIMUM TO DRAINPOINT AS INDICATED
TOTAL STATIC PRESSURE OFEQUIPMENT FAN PLUS 2.
ALL CONDENSATE PIPING SHALL BE INSULATED.
SLOPE 1/4" PER FOOT
NOTE:
TEE
NOT TO SCALE
TRAP
ELL
TEE
PROVIDE CLEAN-OUT PLUG ACCESS.
DEPTH OF TRAP EQUAL TO
ELL
MALE THREADED
EQUIPMENT SERVED
PLUG CLEANOUTTHE TSP+2".
TYPICAL VAV TERMINAL UNIT HANGER DETAILNOT TO SCALE
AIRFLOW
ELECTRIC HEATING COIL
THE VAV BOXES TO HAVE ADDITIONAL LAYER
OF INSULATION ON OUTSIDE IN ADDITION TO
INTERNAL INSULATION IN VAV BOX.
ALL THREAD RODS UP TO ROOF
STRUCTURE. (TYP. OF 4 PER UNIT)
PRESSURE INDEPENDENT VAV BOX
W/ GALVANIZED STEEL CASING
ROUND INLET, TRANSITION
AS NECESSARY
2 TIMES DIAMETER OF STRAIGHT
DUCT INTO VAV BOX
GALVANIZED ALL PURPOSE
CHANNEL SUPPORT WITH
NEOPRENE GASKET. (TYP
OF 2 PER UNIT)
DUCT HANGER DETAIL
STRAP HANGERS
HANGERSTRAPS
SCREWSSCREWS MAYBE OMITTED IFHANGER LOOPS
NOT TO SCALENOTES:1. HANGERS TO BE ATTACHED TO STRUCTUREPER SMACNA STANDARDS.2. SIZE OF FASTENERS, STRAPS, RODS, AND ORANGLES TO BE PER SMACNA STANDARDS.3. WHERE SCREWS PENETRATE DUCTWORKFULLY COAT SCREW HEAD WITH APPROVEDMASTIC.
60" MAX
1" MIN.
SECURITY BOUNDARY PENETRATION DETAIL
UNSECURE SPACESECURE SPACE
WAL
L
SECURITY BARS, SEE DETAIL THIS SHEET
DUCTWORK
DUCTWORK PENETRATION
SEAL ANNULAR SPACECOMPLETELY WITH SEALANTTHAT MAINTAINS STCCLASSIFICATIONS OF WALL
10 GAUGE WALL SLEEVEWHITE NOISE(SOUND MASKING)SPEAKER.COORDINATE WITHELECTRICAL.
NOT TO SCALE
DUCTWORK SHALL BE INTERNALLY LINED FOR 36"ON EACH SIDE OF SECURE PENETRATION.
ACCESS PANEL 16"x16" MIN. OR FULLSIZE OF DUCT IF DUCT IS SMALLER.ACCESS PANEL SHALL BE LOCATED IN BOTTOM OF DUCT AS CLOSE ASPOSSIBLE TO THE BARS TO ALLOWINSPECTION. THE ACCESS DOORSHALL BE EQUIPPED WITH A PADLOCK HASP.
2" TO 6" NON-METAL FLEXIBLE CONNECTIONFIRE STOP FOAM,
CONNECT TO FLEXDUCT ON BOTH SIDES.
ALL AROUND
NOT TO SCALE
ALL POINTS.IN PLACE @MIDPOINT. WELDHORIZ. BAR @1/2" ∅ STEEL
WALL SLEEVE OPENING
DUCT OPENING DIMENSION AS
FRAME DIMENSION
3/8" ∅ STEEL BAR
SIDE ALL AROUND.ANCHORS - TWO PER
INTERSECTIONS.
OR STUD SECURITY WALL
CONTINUOUS 4U-5.4#
WELD TO U-FRAME.
U-FRAME & AT ALL6" O.C. - WELDED TOHORIZ. & VERT. BARS @HARDENED STEEL 1/2" ∅
ANCHOR INTO CONCRETE
STEEL FRAME
18 GA. WALL SLEEVE
DESIGNATED ON DRAWINGS
SECURITY BARRIER IN RECTANGULAR OPENINGS
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-501100% DESIGN SUBMITTAL
01/30/19
MECH
ANIC
AL D
ETAI
LS
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
NUT AND WASHEROF FOUR, SUPPORT FROM BUILDING STRUCTURETHREADED HANGER RODS OR STRAP, TOTALVIBRATION ISOLATOR, TOP AND BOTTOMADJUSTABLE MOUNTING FLANGEFLEXIBLE DUCT CONNECTORCEILING CONSTRUCTIONREMOVABLE CEILING GRILLEXTERNAL ELECTRICAL ACCESS COVERBACKDRAFT DAMPER0PTIONAL VERTICAL DISCHARGEHORIZONTAL DISCHARGE DUCT CONNECTIONGALVANIZED STEEL HOUSING
11
6
4
3
2
12
1110987654321
12
11
11
10
9
85
4
3
2
1
1
NOT TO SCALE
6 77
CABINET EXHAUST FAN DETAIL
27
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-502100% DESIGN SUBMITTAL
01/30/19
MECH
ANIC
AL D
ETAI
LS
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
(E)EXP TANK
3/4"
6"
(E)CHWP-1
EXISTING AIR SEPARATOR
EXISTING CHEMICAL FEEDER
AS
CHWS
EXISTING CH-1
IN SYSTEMHIGH POINTSVENTS AT ALLMANUAL AIR
CHWS
CHWR
6" 6"
3/4"
2" BYPASS LINE WITH FLOWBALANCING VALVE WITH MEMORYSTOP. CLOSE BYPASS ANDOPEN BALL VALVES TO PROVIDECHW SERVICE TO AHU-1.
3"CHWS PIPING TO AHU-1
3"CHWR PIPINGFROM NEW AHU-1
BALANCING VALVE WITHMEMORY STOP
EXISTINGAIR VENT
INSIDE OUTSIDE
6"
6"
6"
NOT TO SCALECHILLED WATER PIPING SCHEMATIC
FROM EXISTING WATER MAKE-UP
CHWS
EXISTING CH-2
CHWR
CHW.STOR.
(E)EXP TANK
3/4"
3"
(E)CHWP-2
EXISTING AIR SEPARATOR
EXISTING CHEMICAL FEEDER
AS
IN SYSTEMHIGH POINTSVENTS AT ALLMANUAL AIR
3" 3"
3/4"
EXISTINGAIR VENT
3"
FROM EXISTING WATER MAKE-UP
BALANCING VALVE WITHMEMORY STOP
NEW AHU-1
NEW AHU-2
3"CHWS PIPING TO AHU-2
3"CHWR PIPINGFROM NEW AHU-2
CHWS
3"
3"
2" BYPASS LINE WITH FLOWBALANCING VALVE WITH MEMORYSTOP. CLOSE BYPASS ANDOPEN BALL VALVES TO PROVIDECHW SERVICE TO AHU-2.
3"
3"
6"
SHEET NOTES
CONTRACTOR TO REMOVE CHILLED WATER PIPING BACK TO POINT INDICATED AND REPLACE WITH SAME SIZE PIPING.
REMOVE EXISTING MANUAL BYPASS VALVE.
CONTRACTOR TO PROVIDE AND INSTALL NEW CONTROL VALVE.
CONTRACTOR TO PROVIDE AND INSTALL NEW BALANCING VALVE.
BYPASS VALVES SHALL HAVE BI-DIRECTIONAL FLOW CHARACTERISTICS.
1
1
1
11
1
1
1
1
1
11
1
1
1
1
1
1
1
1
1
11
2
2
2
THE CHANGE OVER WILL OCCUR WHEN LOOP SUPPLY WATER IS 10 DEG F (ADJ) ABOVE SET POINT. WHEN CHANGE OVER OCCURS, CONTROL VALVES TO BE SEQUENCED TO MAKE OTHER CHILLER THE PRIMARY AND TO SUPPLY TOTAL BUILDING WITH CHILLED WATER.
NORMAL OPERATION:CONTROL VALVE "R" AND "T" 100% OPEN. CONTROL VALVES "S" AND "U" 100% CLOSED.
CH-1 IS SUPPLY CHILLER:CONTROL VALVE "R" AND "T" CLOSED. CONTROL VALVE "S" AND "U" 100% OPEN.
CH-2 IS SUPPLY CHILLER:CONTROL VALVE "R" AND "T" CLOSED. CONTROL VALVE "S" AND "U" 100% OPEN.
NOTE: EQUAL FLOW TO BE FIELD ADJUSTED WITH BOTH AHU'S AT 100% LOAD.
3
3
3
4
3
3
CONTROL VALVE "T"
CONTROL VALVE "R"
CONTROL VALVE "S"CONTROL VALVE "U"
4
4
4
CHILLED WATER CHANGE-OVER SEQUENCE
5
5
5
5
28
AIR DISTRIBUTION SCHEDULECFMMARK
A 6SIZE
8101214
24x24LENGTH
NECK FACE SIZE DESCRIPTION
B 24x24
C
RETURN / EXHAUST GRILLE
SUPPLY DIFFUSER
SUPPLY SIDEWALL DIFFUSER
501-890331-500251-330161-250000-160
18x1018x612x68x66x6
1/2"x1/2"x1/2" GRID
6x68x8
10x1012x12
16x1614x14
000-110111-220221-350351-530
731-970531-730
1541-1880 22x221241-1540971-1240
20x2018x18
MATERIAL: ALUMINUMOPPOSED BLADE DAMPERS: NO
COLOR: WHITEBASIS OF DESIGN: PRICE 80
BASIS OF DESIGN: PRICE 610LCOLOR: WHITE
OPPOSED BLADE DAMPERS: NOMATERIAL: EXTRUDED ALUMINUM
MATERIAL: ALUMINUMOPPOSED BLADE DAMPERS: NO
COLOR: WHITEBASIS OF DESIGN: PRICE SPD
000-100101-225226-300301-400401-500
(TYP)
(TYP)
AIR TERMINAL UNIT SCHEDULE
CHILLED WATER VARIABLE AIR VOLUME AIR HANDLING UNIT SCHEDULE
VAV-LVGENT
TEMP °FAIR
ELECTRIC REHEAT COIL
MBH
HTG.CAP.
APPROX.DOWNSTREAMSTATIC PRESS.INLET
SIZE ∅" MAX MIN
COOLING AIRFLOWSERVED
BY
4. INLET SIZE IS MINIMUM INLET CONNECTIONACCEPTABLE, 450 FPM @ MIN. FLOW.
MARK
1. MAXIMUM STATIC PRESSURE DROP INCLUDES VAV BOX AND COIL2. PRESSURE INDEPENDENT VAV BOX3. VAV BOX CONTROLS SHALL BE FACTORY MTD. TRANSFORMERSAND SERVICE SWITCHES TO BE PROVIDED BY BOX MANUFACTURER.
DROP(IN.W.C.)
MAX. STATICPRESSURE
550.25" 0.20"AHU-2 ATU-2-3(IN.W.C.)
CFM(HEATING)
22575010" 6.8558"
85
ZONE
LEGEND:
TYPEMARK
TYPE
CONTROL VALVE
GPMDATA
CHILLED WATER
°Fdb
CHILLED WATER COOLING COIL DATA
MBTU/HRCAP.
SENSIBLE COOLING
°Fwb
ENTERINGAIR TEMP.CAP.
MBTU/HR
TOT. COOLING
HERTZ
MAX.
FPMFACE VEL
FILTER DATA
VEL. FPMMAX. FACE TYPE
2
FAN DATA
HPFAN
IN. H OE.S.P. VOLTSCFM
OUTSIDE AIRPHASE
ELECTRICAL DATA
°F ENT.
MAXWPD
FT
LEAVING
°FwbAIR TEMP.
°Fdb
REMARKS:-SUPPLY FANS SHALL BE DIRECT DRIVE-COOLING COIL SHALL BE COPPER TUBE/ALUMINUM FIN.-PROVIDE EXTENDED LUBE LINES TO OUTSIDE OF UNIT CASING ON ACCESSIBLE SIDE FOR SERVICING-DUCT SMOKE DETECTOR SHALL BE INSTALLED IN SUPPLY DUCTWORK PRIOR TO BRANCH LINE.
HBT - HORIZONTAL BLOW THRUHDT - HORIZONTAL DRAWTHRU MTZ - MULTI-ZONEVDT - VERTICAL DRAW THRU
MIN/MAXAIR CFMSUPPLY
AHU-1 VDT 750 3.5 3 208 3 60 450 180 123 81.0 67.0 51.5 51.5 35 42 10.0 3-WAY 450 T-AWAY1300/3800
ATU-2-4 175550 850.25" 0.20"225175
REMARKS:-ADJUST LOCATION OF UNITS IN MECHANICAL ROOMS AS REQUIRED FOR SERVICE ASRECOMMENDED BY MANUFACTURER.-PIPE ALL CONDENSATE FROM UNITS TO DRAIN WITH TRAP.-PROVIDE UVR RATING 13 LIGHTS. UV LIGHTS SHALL BE INSTALLED DOWNSTREAM OF COOLING COILS.-PROVIDE (1) VFD PER FAN.
AHU-2
KW
226.8
-PROVIDE FANWALL WITH (2) FANS. PROVIDE 50% AIRFLOW REDUNDANCY WITH 1 FAILED FAN.
PREFILTER
MERV 8
FINAL FILTER
MERV 13
AHU-2 VDT 750 3.0 3 208 3 60 450 150 100 81.0 67.0 50.0 50.0 30 42 10.0 3-WAY 450 T-AWAY1000/3000 MERV 8 MERV 13
-PROVIDE SINGLE POINT CONNECTION WITH 120V/1P GFCI RECEPTACLE AND MAINTENANCE LIGHTS -PROVIDE MULTI-DRIVE VFD OPTIMIZATION-PROVIDE R-21 3" FOAM INSULATED UNIT CABINET -PROVIDE FULLY REMOVABLE LIFTING LUGS
FANS# OF
2
2
AIR TERMINAL UNIT REBALANCE SCHEDULE
VAV-INLET
SIZE ∅" MAX MIN
EXISTING AIRFLOWSERVED
BY MARK
ATU-5 1503306"6"
ZONE
ATU-8 125275
MAX MIN
NEW AIRFLOW
150330130290
6"ATU-9 140320AHU-1 140325AHU-1AHU-1
EXISTING AIR TERMINAL UNIT SCHEDULE
LVGENTTEMP °F
AIRELECTRIC REHEAT COILAPPROX.
DOWNSTREAMSTATIC PRESS.INLET
SIZE ∅" MAX MIN
COOLING AIRFLOWSERVED
BY MARK DROP(IN.W.C.)
MAX. STATICPRESSURE
550.25" 0.20"AHU-1 ATU-1(IN.W.C.)
CFM(HEATING)
1804706"556"
85
ZONE
ATU-2 115275 850.25" 0.20"180115AHU-1
KW
2.92.6
ATU-3AHU-1ATU-4AHU-1
ATU-6AHU-1ATU-7AHU-1
ATU-2-1AHU-2ATU-2-2AHU-2
ATU-2-3AHU-2ATU-2-4AHU-2
-AHU-2
5510" 4451000 850.25" 0.20" 445 3.2
556" 160370 850.25" 0.20" 160 1.6
556" 115255 850.25" 0.20" 115 1.8
558" 235500 850.25" 0.20" 235 1.5
558" 130430 850.25" 0.20" 130 1.5
5512" 4501480 850.25" 0.20" 450 4.0
558" 130420 850.25" 0.20" 130 1.5558" 50160 850.25" 0.20" 50 0.5
558" 100320 850.25" 0.20" 100 1.0
VOLTS/PHASE
208/1208/1
208/1208/1
208/1208/1
120/1
208/1120/1
120/1120/1
ATU-5AHU-1 556" 150330 850.25" 0.20" 150 1.7208/1
ATU-8AHU-1 556" 130275 850.25" 0.20" 130 1.7208/1
ATU-9AHU-1 556" 140320 850.25" 0.20" 140 1.6208/1
NEW
MARKZONE
EXISTING
ATU-1ATU-2
ATU-3ATU-4
ATU-6ATU-7
ATU-5
ATU-8
ATU-9
ATU-1ATU-2
ATU-3ATU-4
ATU-5
RENAME AND RE-LABEL EXISTING AIR TERMINAL UNITS SERVED BY AHU-2.
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-601100% DESIGN SUBMITTAL
01/30/19
MECH
ANIC
AL S
CHED
ULES
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
FAN SCHEDULE
E.S.P. IN.H2O
AIR FLOWCFM
MAXIMUM RPM
MAX.SONES
MAX.HP/WATTS
MARK
EF-6
LOCATION TYPE DRIVE
GYM CF DD 50 0.25 670 1.1 75 W 120 1 60
VOLTS PHASE Hz
ELECTRICALPERFORMANCE DATACONTROL
WALL MOUNTED MOTIONSENSOR WITH TIME DELAY
FAN NOTES1. ALL EXHAUST FANS SHALL BE INSTALLED WITH FLEXIBLE DUCT CONNECTION, VIBRATION ISOLATORS AND
FLEXIBLE CONDUIT. FAN SHALL NOT BE IN CONTACT WITH ANY OTHER DUCT, PIPING, CONDUIT ORSTRUCTURAL MEMBERS.
2. THE FANS SHALL BE PROVIDED WITH BACKDRAFT DAMPERS.3. ALL DIRECT DRIVE FANS WITH MOTORS LESS THEN 1/2 HP SHALL BE PROVIDED WITH AN ADJUSTABLE
ELECTRONIC SPEED CONTROLLER.4. PROVIDE WALL MOUNTED MOTION SENSOR WITH TIME DELAY.
FAN SCHEDULE LEGENDBD - BELT DRIVEBS - BIRD SCREENCF - CABINET FANDD - DIRECT DRIVEEF - EXHAUST FANESP - EXTERNAL STATIC PRESSURE
29
IA
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
SHEET NUMBER:
OF
DESC
RIPTIO
NRE
V #AI
R FO
RCE
SPEC
IAL
OPER
ATIO
NS C
OMM
AND
1 SPE
CIAL O
PERA
TIONS
CIVIL
ENGIN
EER S
QUAD
RON
HURL
BURT
FIE
LD, F
LORI
DA
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
M-701100% DESIGN SUBMITTAL
01/30/19
MECH
ANIC
AL C
ONTR
OLS
DJM
GDP
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, BU
ILD
ING
902
08
CHILLED WATER SYSTEM CONTROL DIAGRAMTYPICAL VAV TERMINAL UNIT CONTROL DIAGRAM
TYPICAL VAV TERMINAL
AND RESET THE AIRFLOW TO THE HEATING CFM.DROP BELOW SETPOINT THROUGH ITS' HEATING DEADBAND TCU SHALL CYCLE THE ELECTRIC HEATING COILMODULATE THE VAV DAMPER CLOSED TO MINIMUM CFM SETTING. IF SPACE TEMPERATURE CONTINUES TODAMPER OPEN TO MAXIMUM CFM SETTING. AS SPACE TEMPERATURE DROPS TO SETPOINT TCU SHALLON A RISE IN SPACE TEMPERATURE ABOVE TS2 SETPOINT CONTROLLER TCU SHALL MODULATE THE VAV
CYCLE THE ELECTRIC HEATING COIL IN SEQUENCE TO MAINTAIN SPACE TEMPERATURE AT TS2 SETPOINT.STANDALONE DIRECT TERMINAL CONTROL UNIT (TCU) SHALL MODULATE THE VAV DAMPER AND
INTERFACE WITH EMERGENCY GENERATOR AND LOCKOUT ELECTRIC RESISTANT HEAT WHEN GENERATOR ISRUNNING.
STARTSTATUSVFD PER
FAN MODULATE
SUPPLY AIRAHU FANS
SMOKE DETECTOR TO VAV TERMINALS
HISPT
LO
DI
LOCATE STATIC PRESSURE SENSOR APPROX. 2/3 DOWNSTREAM FROM AHU IN MEDIUM PRESSURE DUCTWORK
FILTERFINAL
DPS
CHILLED WATER COIL
RETURN AIR
NO
NC
AUTOMATIC DAMPER
FLOW METERING STATION
OUTSIDE AIR
AHU-1 AND AHU-2 SEQUENCE OF OPERATIONALL SETPOINTS SHALL BE ADJUSTABLE.
SETPOINTS OF 75 DEG F (ADJ) COOLING AND 69 DEG F (ADJ) HEATING SHALL BE MAINTAINED.
THE AHU SUPPLY FAN SHALL BE ENABLED AND COMMANDED TO RUN. THE SUPPLY STATIC PRESSURE CONTROL LOOP, COOLING COIL CONTROL LOOP, AND OUTISDE AIR CONTROL LOOP SHALL BE ENABLED. VAV TERMINAL UNITS SHALL ALSO BE ENABLED WITH TEMPERATURE SETPOINTS FROM EACH LOCAL SPACE THERMOSTAT.
WHEN THE SUPPLY STATIC PRESSURE CONTROL LOOP IS ENABLED, THE SYSTEM SHALL MAINTAIN STATIC PRESSURE SETPOINT.
WHEN THE COOLING COIL CONTROL LOOP IS ENABLED, THE DDC HARDWARE SHALL MODULATE THE COOLING COIL CHILLED WATER VALVE TO MAINTAIN SUPPLY AIR TEMPERATURE AT 51 DEG F (ADJ) SETPOINT. WHEN THIS LOOP IS DISABLED, THE COOLING COIL CHILLED WATER VALVE SHALL BE CLOSED.
WHEN THE OUTSIDE AIR CONTROL LOOP IS ENABLED, THE DDC SHALL MODULATE THE OUTSIDE AIR DAMPER OPEN TO ATTAIN THE SCHEDULED OUTSIDE AIR CFM SETPOINT. IF THE OUTSIDE AIR DAMPER IS 100% OPEN AND THE MAXIMUM SCHEDULED OUTSIDE AIR CFM SETPOINT CANNOT BE ATTAINED, THEN THE DDC SHALL MODULATE THE RETURN AIR DAMPER TOWARDS THE CLOSED POSITION UNTIL THE MAXIMUM SCHEDULED OUTSIDE AIR CFM IS ATTAINED. AT NO TIME SHALL THE RETURN AIR DAMPER BE LESS THAN 50% (ADJ) OPEN.
FILTERPRE-
DPS
STOP
AIR COOLED CHILLER
WFS
START
DO
ALARM
DI DI
CHWP-1/CHWP-2
DI
DPSW
W/ HOAMS
RTEMPERATURE
SENSOR
AI DO AI
CHWS
TEMPERATURE SENSOR
AI
CHWR
IN THE EVENT THAT THE PUMP FAILS TO START PROVIDE AN AUDIBLE AND GRAPHICAL ALARM.TEMPERATURES, AND CHILLER ALARM CONDITIONS SUCH AS HIGH/LOW TEMPERATURE, PRESSURE ETC.
ACTIVATED. THE CHILLER SHALL CYCLE THROUGH ITS' FACTORY PROVIDED CONTROLS TO MAINTAINWHEN THE PUMP STARTS AND FLOW IS PROVEN THE CHILLER CONTROL CIRCUIT SHALL BE
IN THE HAND POSITION THE PUMP SHALL RUN CONTINUOUSLY. IN THE AUTO POSITION PUMPSHALL BE CYCLED BY THE MASTER DIRECT DIGITAL CONTROL PANEL AS PROGRAMMED.
THE CHILLED WATER PUMP SHALL BE STARTED THROUGH A STARTER MOUNTED HAND-OFF-AUTO SWITCH.
CHWS TEMPERATURE AT 42°F. THE MASTER DDC PANEL SHALL MONITOR THE CHWS & CHWR
CHILLED WATER SYSTEM SEQUENCE OF OPERATION:
PORTCOMM
PRESSUREVELOCITY
INPUT
TEMP.ROOM
TS2
TS1
SENSOR
TRANSFORMER
AI
AI
DO
AO
ELECCOIL
VAV AIRVALVE
DAMPERMOTOR
TUC
FLOW SENSORAT BOX INLET
SUPPLY AIRFROM AHU
24V
AHU-1 AND AHU-2 VAV AIR HANDLING UNIT CONTROL DIAGRAM
AI
AO
AI
AODI
DODIAO
AI
DI
TO FIRE ALARM
TO FIRE ALARM
TEMPERATURE SENSOR
AUTOMATIC DAMPER FREEZESTAT
HIGH PRESSURE SWITCH
DUCT HIGH PRESSURE SHUTDOWN SWITCH; LOCATE AT WORKING LEVEL
MIXED AIR TEMPERATURE
SENSOR
AI
CWR
AO
C
CWSNO
NCCHILLED WATER VALVE
AI
TEMPERATURE SENSOR
AI
GENERAL CONTROLS NOTE:CONTRACTOR SHALL PROVIDE AND INSTALL ALL NEW DDC CONTROLS FOR EXISTING AND NEW HVAC EQUIPMENT INCLUDING AIR HANDLERS, CHILLERS, VAV TERMINAL UNITS, DAMPERS, CONTROL VALVES, AND ACCESSORIES.
CH-1/CH-2
LEAVING AIR TEMPERATURE
SENSOR
FROM POWER SOURCE
FROM POWER SOURCE
FROM POWER SOURCE
30
ELECTRICAL LEGENDCEILING OUTLETS
WALL OUTLETS
G
WP
BRANCH CIRCUITING
LA-1
PANELS AND POWER
ELECTRICAL PANELBOARD
4 #12, 1 #12 GROUND - 1/2" C; ETC. AS PER NEC. LETTERS AND
SURFACE MOUNTED CONDUIT; RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES
HOMERUN TO PANEL. ANY CIRCUIT WITHOUT FURTHER IDENTIFICATION INDICATES
2 #12, 1 #12 GROUND - 1/2" C; 3 #12, 1 #12 GROUND - 1/2" C;
RUN CONCEALED UNDER FLOOR OR IN GRADE
NUMERALS INDICATE PANEL AND CIRCUIT NUMBER.
LIQUID-TIGHT FLEXIBLE CONDUIT CONNECTION; WET LOCATIONS AND FINAL CONNECTION TO MOTORS
RUN CONCEALED IN CEILING OR WALLS
NEMA 5-20R. MOUNT 18" A.F.F. TO C/L UNLESS NOTED OTHERWISE
DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, GFI, 2 POLE, 3 WIRE GROUNDED TYPE,
NEMA 5-20R. MOUNT 18" A.F.F. TO C/L UNLESS NOTED OTHERWISE;
DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, GFI, 2 POLE, 3 WIRE GROUNDED TYPE,
DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,
NEMA 5-20R. MOUNT 6" ABOVE COUNTER TO C/L
PROVIDE WEATHERPROOF BOX FOR RECEPTACLE
2' X 4' RECESSED LED FIXTURE
NEMA 5-20R. MOUNT 54" A.F.F. TO C/L UNLESS NOTED OTHERWISE
DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,
DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, GFI, 2 POLE, 3 WIRE GROUNDED TYPE,
NEMA 5-20R. MOUNT 6" ABOVE COUNTER TO C/L
G
2' X 4' RECESSED LED FIXTURE WITH EMERGENCY BATTERY BACKUP
WALL SWITCHES (UNLESS OTHERWISE NOTED, MOUNT 48" A.F.F. TO C/L)
WALL MOUNTED EXIT LIGHT
NEMA 5-20R. MOUNT 18" A.F.F. TO C/L UNLESS NOTED OTHERWISE
QUADRAPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,
A.C. TYPE, SINGLE POLE, 20 AMP, 120/277 VOLTS
MISCELLANEOUS
AUTOMATIC TRANSFER SWITCH
ABOVE FINISHED FLOOR
MOUNT
WEATHERPROOF
GROUND FAULT CIRCUIT INTERRUPTER
CENTERLINE
CONDUIT
GROUND
NON-FUSIBLE DISCONNECT SWITCH; XX/YY/ZZ WHERE X INDICATESAMPERAGE, Y INDICATES # OF POLES, AND Z INDICATES NEMA RATINGOF ENCLOSURE
A.F.F.
ATS
MT
WP
GFCI
C/L
C
GND
NEMA 5-20R. MOUNT ADJACENT TO AUDIO VISUAL DEVICE
DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,
FLOOR OUTLETS
UNDER FLOOR BOX WITH QUADRAPLEX RECEPTACLE EXISTING TO REMAIN.
MOTOR RATED TOGGLE SWITCHS
M
E
UNDER FLOOR BOX WITH DUPLEX RECEPTACLE EXISTING TO REMAIN.E
A.C. TYPE, SINGLE POLE, 20 AMP, 120/277 VOLT DIMMERSD
UNDER FLOOR BOX WITH QUADRAPLEX RECEPTACLE, COMBINE WITH DATA WHERE
CO-LOCATED SERVING THE SAME WORKSTATION. REFER TO TELECOM DRAWINGS
FOR FLOOR BOX DETAILS.
EXISTING 2' X 4' FIXTURE TO REMAIN. FIXTURE SHALL BE PROTECTED
DURING CONSTRUCTION AND REINSTALLED IN NEW CEILING IN THIS AREA.E
TO C/L UNLESS NOTED OTHERWISE
208V RECEPTACLE - 20 AMP, NEMA L6-20. MOUNT 18" A.F.F.
ELECTRICAL GENERAL NOTES1. ALL PANELBOARDS, BACKBOARDS, TERMINAL CABINETS, DISCONNECTS, ETC SHALL HAVE CUSTOM ENGRAVED NAMEPLATE
MECHANICALLY AFFIXED IDENTIFYING SYSTEMS.
2. GENERAL CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK, AND SHALL IMMEDIATELY
NOTIFY THE GOVERNMENT OF ANY DISCREPANCIES. FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE
CONDITIONS AS THEY EXIST, AND SHALL PERFORM THE WORK REQUIRED AS SHOWN AND SPECIFIED.
3. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND REVIEW THE MECHANICAL AND SPECIAL EQUIPMENT SUBMITTALS PRIOR TO
SUBMITTING THE ELECTRICAL SUBMITTALS. ANY ELECTRICAL EQUIPMENT, CONDUIT, AND WIRE SIZE CHANGES RESULTING FROM
THIS REVIEW SHALL ALSO BE SUBMITTED FOR APPROVAL.
4. FURNISH ALL EQUIPMENT AND LABOR, PERFORM ALL LABOR WITH SUPERVISION, BEAR ALL EXPENSES, AS NECESSARY FOR THE
SATISFACTORY COMPLETION OF ALL WORK READY FOR OPERATION.
5. COMPLY WITH ALL CODES, LAWS, AND ORDINANCES APPLICABLE TO ELECTRICAL WORK, THE NATIONAL ELECTRIC CODE, NFPA, AND
UFC PUBLICATIONS. OBTAIN ALL PERMITS REQUIRED BY THE GOVERNMENT.
6. THE GENERAL CONTRACTOR SHALL NOTIFY THE GOVERNMENT IMMEDIATELY OF ANY CONFLICTS/DISCREPANCIES BETWEEN
DISCIPLINES BEFORE ORDERING EQUIPMENT/MATERIALS.
7. ALL CONDUCTORS INDICATED ON PLAN SHALL BE COPPER.
8. ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORATORIES (UL) LISTED AND
LABELED, AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE.
9. CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE
AND LOCATE AS REQUIRED. CONDUIT ROUTINGS SHALL BE PARALLEL OR PERPENDICULAR TO BUILDING LINES.
10. THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS:
A) BELOW GRADE - PVC SCHEDULE 40.
B) TRANSITIONS FROM BELOW GRADE (WHICH SHALL INCLUDE A 'RSC' FACTORY 90 DEGREE ELBOW) TO ABOVE GRADE AND/OR
THRU SLAB - RIGID GALVANIZED STEEL (RFS).
C) INTERIOR OF BUILDING CONDUITS LESS THAN 2: IN DIAMETER (ID) - ELECTRIC METALLIC TUBING (EMT) UNLESS NOTED
OTHERWISE.
D) INTERIOR OF BUILDING CONDUITS 2" IN DIAMETER (ID) OR GREATER - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE.
E) EXTERIOR OF BUILDING EXPOSED ABOVE FINISHED GRADE - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE.
F) FINAL 36" OF CONDUIT CONNECTED TO MOTORS AND DRY TYPE TRANSFORMERS - LIQUID TIGHT FLEXIBLE CONDUIT (LFMC).
11. ALL NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE.
12. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER NEC TO PREVENT ENTRANCE OF MOISTURE.
13. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED.
14. PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR ALL NEW ELECTRICAL PANELBOARDS. MOUNT IN HOLDER BEHIND A
TRANSPARENT PROTECTIVE COVERING. PANELBOARD DIRECTORIES SHALL INDICATE SOURCE OF FEEDER TO PANELBOARD (IE
PANEL 'DP' FED FROM PANEL 'MDP'). HANDWRITTEN PANELBOARD DIRECTORIES IS UNACCEPTABLE. MARK ALL RECEPTACLES,
LIGHTS, AND EMERGENCY EQUIPMENT WITH PANEL AND BREAKER #.
15. COORDINATE LOCATIONS OF ALL NEW ELECTRCAL EQUIPMENT, DEVICES, OUTLETS, FIXTURES, ETC. WITH ARCHITECTURAL PLANS,
ELEVATIONS AND REFLECTIVE CEILING PLANS PRIOR TO ROUGH-IN WORK.
16. WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT
REQUIREMENT THAT APPLIES SHALL BE ADHERED TO.
17. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL
IMMEDIATELY NOTIFY THE GOVERNMENT INSPECTOR OF ANY DISCREPANCIES. FAILURE TO DO SO INDICATES THAT THE
CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST AND SHALL PERFORM THE WORK AS SHOWN AND SPECIFIED.
18. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL AND
PLUMBING DRAWINGS FOR EXACT LOCATION AND SIZE OF EQUIPMENT WHICH ARE PROVIDED BY OTHERS AND CONNECTED BY
ELECTRICAL.
19. PROVIDE A 6'-0" MAXIMUM FLEXIBLE CONNECTION FROM EACH RECESSED LIGHTING FIXTURE TO NEW OUTLET BOX ABOVE CEILING.
20. ALL NEW OUTLET BOXES FOR MOUNTING LIGHTING FIXTURES SHALL BE MINIMUM 4" SQUARE OR OCTAGONAL X 1 1/2" DEEP UNO.
21. BUSBARS ARE TO BE PROVIDED FOR ALL POLES INDICATED ON PANEL SCHEDULE, REGARDLESS OF WHETHER POLES ARE SHOWN
WITH CIRCUIT BREAKERS OR 'SPACE ONLY'.
22. ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES.
NAMEPLATES SHALL BE MELAMINE PLASITC .125" THICK, WHITE WITH BLACK CENTER CORE. SURFACE SHALL BE MATTE FINISHED.
CORNERS SHALL BE SQUARE. ACCURATELY ALIGN LETTERING AND ENGRAVE INTO THE CORE. MINIMUM SIZE OF NAMEPLATES
SHALL BE 1" X 2 1/2". LETTERING SHALL BE A MINIMUM OF .25" HIGH, NORMAL BLOCK STYLE. FASTEN NAMEPLATES WITH A MINIMUM
OF TWO SHEET METAL SCREWS OR TWO RIVETS, PER NAMEPLATE.
23. WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS AND 48" FOR 480/277 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL
ELECTRICAL PANELS AND DEVICES.
24. SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" AFF TO CENTER AND SHALL HAVE 3'-0" MIN. OF WORKING SPACE IN
FRONT OF DISCONNECT; COORDINATE WITH MECHANICAL CONTRACTOR AND EQUIPMENT LOCATIONS.
25. FINAL CONDUIT CONNECTIONS TO HEAT PUMPS, AIR HANDLERS, EXHAUST FANS, AND ELECTRIC WATER HEATERS SHALL BE LIQUID
TIGHT FLEXIBLE METAL.
26. ALL NEW PANELBOARDS, MAIN BREAKER WHERE STIPULATED, SHALL NOT BE ALLOWED IN BRANCH BREAKER SPACES. MAIN
BREAKER ONLY WILL ONLY BE PERMITTED ABOVE OR BELOW THE BRANCH BREAKER AREA.
27. ALL DEVICE (SWITCHES, RECEPTACLES, LIGHT FIXTURES, COVER PLATES, ETC) COLORS SHALL BE SELECTED BY THE USER AND
GOVERNMENT PRIOR TO ORDERING MATERIALS.
28. USE OF SERIES RATED CIRCUIT BREAKERS IS NOT ALLOWED.
29. USE OF PLUG-IN BREAKERS IS NOT ALLOWED.
30. ALL NEW PANELBOARDS SHALL BE FURNISHED WITH DOOR-IN-DOOR OR HINGED FRONT COVER CONSTRUCTION.
31. FURNISH 1/4" NYLON PULL ROPE IN ALL EMPTY CONDUITS FOR PULLING OF CONDUCTORS/CABLES.
32. PROVIDE RIGID PLASTIC INSULATED BUSHING ON END OF ALL TELECOMMUNICATIONS AND LOW VOLTAGE CONDUIT STUBS.
33. NEW WALL OUTLETS SHALL NOT BE INSTALLED BACK TO BACK.
34. PROVIDE DIELECTRIC BREAKS WHEN PENETRATING SECURE WALLS. EXISTING CONDUITS AND PIPING THAT ARE REQUIRED TO
REMAIN IN NEW SECURE SPACES SHALL BE GROUNDED TO STRUCTURE ON BOTH SIDES OF THE SECURE WALL.
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-001100% DESIGN SUBMITTAL
01/30/2019
LE
GE
ND
AN
D G
EN
ER
AL
NO
TE
S
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
31 48
LENS FRAMEHOUSING: COLD ROLLED STEEL, FLANGE TO COORDINATE WITH CEILING; EXTRUDED ALUMINUM
REFLECTORS: HIGH REFLECTANCE GLOSS WHITE
(24" W X 4' L X 6" D)NOM. DIMENSIONS
PROFILE: MINIMUM 6400 LUMENS (DI)
SHIELDING: .125' THICK ACRYLIC PRISMATIC LENS
FEATURES
GENERAL DESCRIPTION
DRIVER: ELECTRONIC.
LAMP TYPE: LED
WITH EMERGENCY UNIT BATTERY PACK (DIE)
ELECTRICAL: 120/277 VOLT DRIVER (SEE LIGHTING FIXTURE SCHEDULE)
COLOR TEMP: 4000K
RECESSED LENSED 2’x4’ MARK ’DI’, ’DIE’,LED DIRECT/INDIRECT LED STENCIL FACE EXIT SIGN MARK ’X’
OTHER: MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN.
FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4")HOUSING: DIE-CAST ALUMINUM. WHITE FINISH. HARDWARE FINISH TO MATCH HOUSING
ELECTRICAL: 120V
STROKE. DIRECTIONAL ARROWS AS REQUIRED.
(11 3/8 " W X 7 7/8 " H X 1 3/4 " D)NOM. DIMENSIONS
FINISH: WHITE
GENERAL DESCRIPTION
SHIELDING: FLAT SHEET ACRYLICLETTERS: RED
MOUNTING: UNIVERSALLAMP TYPE: LEDFEATURES
TYPE X IS WALL MOUNTED ABOVE DOOR
WALL MOUNTED LED EXIT LIGHT, WHITE THERMOPLASTIC HOUSING WITH RED LETTERING,UNIVERSAL MOUNTING, SELF TEST/SELF DIAGNOSTIC
TYPE
DRAWING
MARK
FIXTURE
CONTRACT LAMP
WATT
MAX.
LIGHTING FIXTURE SCHEDULEFIXTURE
DESCRIPTIONVOLTNUMBER
NOTE
2
1 PROVIDE WITH BATTERY BACK UP. CONNECT SUCH THAT FIXTURE IS CONTROLLED BY
SWITCH BUT LOSS OF POWER SHALL CAUSE BATTERY/LAMPS TO ENERGIZE
REGARDLESS OF SWITCH POSITION
PROVIDE WITH MINIMUM 10 WATT EMERGENCY DRIVER
DIE
DI
X
LED
LED
LED
56
56
10
UNV(120/277)
UNV(120/277)
UNV(120/277)
2'x4' LED, RECESSED DIRECT/INDIRECT, 6400 LUMENS MINIMUM.
2'x4' LED, RECESSED DIRECT/INDIRECT, 6400 LUMENS MINIMUM WITH EMERGENCY BATTERY PACK. 21
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-002100% DESIGN SUBMITTAL
01/30/2019
LIG
HT
ING
FIX
TU
RE
DE
TA
ILS
AN
D S
CH
ED
UL
E
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
32 48
J
G
119
PHASE 1
PHASE 1
PHASE 2
PHASE 2
ATU-5
ATU-9
ATU-8
ATU-4
ATU-3
AHU-2AHU-1
COMMAND POST
E-103 OFFICE
E-130
EXEC. STAFF
AREA
E-129
STORAGE
E-132
STORAGE
E-133
EXEC. C.A.T.
E-104
BREAK ROOM
E-119
CORRIDOR
E-131
CORRIDOR
E-103ASECURE
VESTIBULE
E-100
E
EE
EE
E
E E
E
E E
EE
E
E
E
E
E
E
E
E
EE
1
1
1
DEMOLITION LEGEND (THIS SHEET ONLY)
G
AND CONDUIT TO BE DEMOLISHED BACK TO NEAREST JUNCTION BOX TO REMAIN.
EXISTING COUNTER-TOP, GFCI DUPLEX RECEPTACLE, ASSOCIATED CONDUCTORS
EXISTING COUNTER-TOP DUPLEX RECEPTACLE, ASSOCIATED CONDUCTORS AND CONDUIT
BE DEMOLISHED BACK TO NEAREST JUNCTION BOX TO REMAIN.
EXISTING DUPLEX RECEPTACLE, ASSOCIATED CONDUCTORS AND CONDUIT TO
TO BE DEMOLISHED BACK TO NEAREST JUNCTION BOX TO REMAIN.
BE DEMOLISHED BACK TO NEAREST JUNCTION BOX TO REMAIN.
EXISTING JUNCTION BOX, ASSOCIATED CONDUCTORS AND CONDUIT TO
EXISTING FLOOR BOX DUPLEX RECEPTACLE, ASSOCIATED CONDUCTORS AND CONDUIT
TO BE DEMOLISHED BACK TO NEAREST JUNCTION BOX TO REMAIN.
J
EXISTING 2' X 4' FIXTURE, ASSOCIATED CONDUCTORS AND CONDUIT TO BE REUSED TO BERECONNECTED TO NEW LIGHTING FIXTURES. EXISTING CIRCUIT SERVING EXISTING LIGHT
FIXTURES SHALL REMAIN. REWORK EXISTING CIRCUIT TO ENSURE EXISTING LIGHT
FIXTURES AND CONTROLS WILL REMAIN OPERATIONAL.
EXISTING 2' X 4' FIXTURE TO REMAIN. FIXTURE SHALL BE PROTECTED DURING CONSTRUCTION
AND REINSTALLED IN NEW CEILING IN THIS AREA.E
UNDER FLOOR BOX WITH QUADRAPLEX RECEPTACLE EXISTING TO REMAIN.E
UNDER FLOOR BOX WITH DUPLEX RECEPTACLE EXISTING TO REMAIN.E
E
TO BE DEMOLISHED BACK TO SOURCE.
EXISTING MECHANICAL UNIT, ASSOCIATED CONDUCTORS
AND CONDUIT TO REMAIN; DISCONNECT AND RECONNECT
EXISTING MECHANICAL UNIT, ASSOCIATED CONDUCTORS
NEW UNIT.
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-100100% DESIGN SUBMITTAL
01/30/2019
EL
EC
TR
ICA
L D
EM
OL
ITIO
N P
LA
N
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"E-100
1 ELECTRICAL DEMOLITION PLAN
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
NOTE:1. EXISTING FLOORBOX WITH A QUADRAPLEX RECEPTACLE TO BE RELOCATED. SEE NEW WORK POWER PLAN FOR NEW LOCATIONS.
33 48
COMMAND POST
103
BATTLE STAFF
128
N.C.I.O.S.
119
JPG
129
GYM.
106
CORRIDOR
103A
CORRIDOR
104A
PHASE 1
PHASE 1
PHASE 2
PHASE 2
COPIER
101
EOS
105
CORRIDOR
113
LPA
LP1
LP2
LPA - 22
LPA - 9 LPA - 18 LPA - 20
LPA - 11
LP1 - 32 LP1 - 11
LP1 - 34LP1 - 3
LP2 - 7
LP2 - 22LP2 - 20LP1 - 30LP1 - 9
LP1 - 28
LP1 - 5
LP2 - 24
LPA - 37
LPA - 38
LPA - 29
LPA - 35
E
EEEE
E
E
E E
E
E
E
EE
1PP MA
2
3
LPA - 39 LPA - 41
4
4
4
LP1 - 13
5 5 5
LP2 - 33
LP1 - 34
11
' -
0"
3' -
6"
4
12' - 4" 8' - 10"
6
6
6
6
LP2 - 40,42
LP2 - 36,38
LP2 - 28,30
LP2 - 32,34
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-200100% DESIGN SUBMITTAL
01/30/2019
NE
W W
OR
K P
OW
ER
PL
AN
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"E-200
1 NEW WORK POWER PLAN
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN NORTH
NOTE:1. EXISTING PANEL 'LP' SHOWN AS SECTION 1 (LP1) AND SECTION 2 (LP2)
2. CONNECT TO THE EXISTING CIRCUIT LP-34
3. CONNECT TO THE EXISTING CIRCUIT LP-52
4. CUT AND PATCH SLAB AS REQUIRED TO INSTALLNEW FLOORBOXES
5. EXTEND CIRCUIT TO ACCOMODATE RELOCATION OF EXISTING DEVICES.
6. COORDINATE EXACT LOCATION WITH COMM SQUAD PRIOR TO INSTALLATION.
34 48
M
PHASE 1
PHASE 1
PHASE 2
PHASE 2
BATTLE STAFF
128
EOS
105
N.C.I.O.S.
119
MEN
118
WOMEN
117
EOS
104
COMMAND POST
103
VESTIBULE
100
COPIER
101
STORAGE
133
JPG
129
GYM.
106
BREAK ROOM
123
WOMEN
125
MEN
126AHU-1 AHU-2
ATU-3
ATU-4
30/2/1
30/2/1
LP1
LP2
LPA
PP
PP - 2,4,6
MA
MA - 12,14,16
MA - 8,10
MA - 13,15
1
EF-6
LP2 - 26
1
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-201100% DESIGN SUBMITTAL
01/30/2019
NE
W W
OR
K M
EC
HA
NIC
AL
PO
WE
R P
LA
N
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"E-201
1 NEW WORK MECHANICAL POWER PLAN
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
NOTE:
1. 4#8, 1#10 GND IN 1"C
PLAN
NORTH
35 48
D
'DIE''DI' 'DI'
'DIE' 'DI' 'DI'
'DI' 'DI' 'DIE''DIE''DI''DI'
'DI''DIE'
'DI'
'DI'
'DIE'
COMMAND POST
103
N.C.I.O.S.
119
JPG
129
EOS
104
BATTLE STAFF
128
EOS
105
WOMEN
117MEN
118
VESTIBULE
100
COPIER
101
STORAGE
133
CORRIDOR
103A
BREAK ROOM
123
GYM.
106
WOMEN
125
MEN
126
1
'DI'
1 1
1
'X'
'DI'
E
E
E
E
E
EEE
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-300100% DESIGN SUBMITTAL
01/30/2019
NE
W W
OR
K L
IGH
TIN
G P
LA
N
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
1/8" = 1'-0"E-300
1 NEW WORK LIGHTING PLAN
NOTE:
1. CONNECT TO EXISTING LIGHTING CIRCUIT
SERVING ROOM
PLAN
NORTH
36 48
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-400100% DESIGN SUBMITTAL
01/30/2019
PA
NE
L S
CH
ED
UL
ES
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
MANUFACTURER: CUTLER-HAMMER PANEL TYPE: PRL1A
Notes:
Total Est. Demand: 10 A
Total Conn.: 10 A
Total Est. Demand: 3600 VA
Total Conn. Load: 3600 VA
Receptacle 3600 VA 100.00% 3600 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 9 A 12 A 9 A
Total Load: 1080 VA 1440 VA 1080 VA
41 EX SURGE SUPPRESSOR 30 A 1 0 VA 0 VA 1 20 A EX ACCESS CONTROL 42
39 EX SURGE SUPPRESSOR 30 A 1 0 VA 0 VA 1 20 A EX ACCESS CONTROL 40
37 EX SURGE SUPPRESSOR 30 A 1 0 VA 0 VA 1 20 A EX TV MONITOR 38
35 EX SYSTEM FURNITURE-RM 102 N 20 A 1 0 VA 0 VA 1 20 A EX FIRE ALARM PANEL 36
33 EX SYSTEM FURNITURE-RM 102 N 20 A 1 0 VA 360 VA 1 20 A NEW REC 34
31 EX SYSTEM FURNITURE-RM 102 N 20 A 1 0 VA 360 VA 1 20 A NEW REC 32
29 EX SYSTEM FURNITURE-RM 120 S 20 A 1 0 VA 360 VA 1 20 A NEW REC 30
27 EX SYSTEM FURNITURE-RM 120 S 20 A 1 0 VA 360 VA 1 20 A NEW REC 28
25 EX SYSTEM FURNITURE-RM 120 S 20 A 1 0 VA 0 VA 1 20 A EX REC-RM 105 UNDERFLOOR 26
23 EX REC-RM 107 20 A 1 0 VA 0 VA 1 20 A EX REC-RM 105 UNDERFLOOR 24
21 EX REC-RM 107 20 A 1 0 VA 0 VA 1 20 A EX REC-RM 105 UNDERFLOOR 22
19 EX REC-RM 108 20 A 1 0 VA 0 VA 1 20 A EX REC-RM 105 UNDERFLOOR 20
17 EX HEAT TRACE 20 A 1 0 VA 0 VA 1 20 A EX REC-RM 105 UNDERFLOOR 18
15 EX REC-RM 122/CHILLER YARD 20 A 1 0 VA 0 VA 1 20 A EX REC-RM 119 16
13 Receptacle 20 A 1 720 VA 0 VA 1 20 A EX REC-RM 119 REFRIGERATOR 14
11 NEW REC 20 A 1 360 VA 0 VA 1 20 A EX REC-WATER COOLER 12
9 NEW REC 20 A 1 360 VA 0 VA 1 20 A EX REC-RM 120/121 10
7 Space -- -- 0 VA 0 VA 1 20 A EX REC-RM 100/111/CORR E 8
5 NEW REC 20 A 1 360 VA 0 VA 1 20 A EX REC-RM 103W/104W/105W/111 6
3 NEW REC 20 A 1 360 VA 0 VA 1 20 A EX LTS-RM 114-115/117-122 4
1 EX LTS-RM 105/106/107/108/109/122 20 A 1 0 VA 0 VA 1 20 A EX LTS-RM CORR 110/113/116 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 225 A
Supply From: Phases: 3 Mains Type:
Location: Volts: 120/208 Wye A.I.C. Rating: 22,000
Branch Panel: LP1
MANUFACTURER: CUTLER-HAMMER PANEL TYPE: PRL1A
Notes:
Total Est. Demand: 36 A
Total Conn.: 36 A
Total Est. Demand: 12940 VA
Receptacle 3240 VA 100.00% 3240 VA Total Conn. Load: 12940 VA
Other 9700 VA 100.00% 9700 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 27 A 43 A 43 A
Total Load: 3220 VA 4860 VA 4860 VA
41 Space -- -- 0 VA 1200... -- -- -- 42
39 Space -- -- 0 VA 1200... 2 20 A 208V REC 40
37 Space -- -- 0 VA 1200... -- -- -- 38
35 Space -- -- 0 VA 1200... 2 20 A 208V REC 36
33 NEW REC 20 A 1 900 VA 1200... -- -- -- 34
31 -- -- -- 0 VA 1200... 2 20 A 208V REC 32
29 EX BITI RM 108 20 A 2 0 VA 1200... -- -- -- 30
27 -- -- -- 0 VA 1200... 2 20 A 208V REC 28
25 EX BITI RM 108 20 A 2 0 VA 100 VA 1 20 A NEW REC 26
23 EX REC-SCIF 20 A 1 0 VA 1260... 1 20 A NEW REC 24
21 EX REC-SCIF 20 A 1 0 VA 360 VA 1 20 A NEW REC 22
19 EX REC-SCIF 20 A 1 0 VA 360 VA 1 20 A NEW REC 20
17 EX REC-SCIF 20 A 1 0 VA 0 VA 1 20 A EX ITS 18
15 EX REC-SCIF 20 A 1 0 VA 0 VA 1 20 A EX ITS 16
13 EX REC-SCIF 20 A 1 0 VA 0 VA 1 20 A EX ITS 14
11 EX PHOTOCELL/LIGHTING CONTACTOR 20 A 1 0 VA 0 VA 1 20 A EX ITS 12
9 EX RAIN SENSOR 20 A 1 0 VA 0 VA 1 20 A EX ITS 10
7 NEW REC 20 A 1 360 VA 0 VA 1 20 A EX REC-UNDERFLOOR 8
5 EX BATTERY CHARGER 20 A 1 0 VA 0 VA -- -- -- 6
3 EX REC-RM 102 CEILING 20 A 1 0 VA 0 VA 2 20 A EX REC-UNDERFLOOR 4
1 EX REC-RM 103 CEILING 20 A 1 0 VA 0 VA 1 20 A EX LTS-EXTERIOR 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 225 A
Supply From: Phases: 3 Mains Type:
Location: Volts: 120/208 Wye A.I.C. Rating: 22,000
Branch Panel: LP2
EXISTING PANEL LP SECTION 1 EXISTING PANEL LP SECTION 2
NOTE:1. RECCONECT TO EXISTING 20A/ 1 POLE BREAKER.
2.INSTALL NEW 20A/1 POLE BREAKER
3.INSTALL NEW 20A/2 POLE BREAKER
1
1
1
1
1
1
1
1
1
1
2
2
2
2
37 48
1
3
3
3
3
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-401100% DESIGN SUBMITTAL
01/30/2019
PA
NE
L S
CH
ED
UL
ES
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
MANUFACTURER:GE PANEL TYPE: A-SERIES
Notes:
Total Est. Demand: 27 A
Total Conn.: 27 A
Total Est. Demand: 9780 VA
Receptacle 3780 VA 100.00% 3780 VA Total Conn. Load: 9780 VA
Other 6000 VA 100.00% 6000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 6 A 40 A 45 A
Total Load: 720 VA 4260 VA 4800 VA
41 NEW REC 20 A 1 3000... 0 VA -- -- Space 42
39 NEW REC 20 A 1 3000... 0 VA -- -- Space 40
37 NEW REC 20 A 1 180 VA 180 VA 1 20 A NEW REC 38
35 NEW REC 20 A 1 180 VA 0 VA -- -- -- 36
33 -- -- -- 0 VA 0 VA 2 20 A EX REX 34
31 EX REC 20 A 2 0 VA 0 VA 1 20 A EX REC 32
29 NEW REC 20 A 1 180 VA 0 VA 1 20 A EX REC 30
27 EX REC 20 A 1 0 VA 0 VA 1 20 A EX REC 28
25 EX REC 20 A 1 0 VA 0 VA 1 20 A EX REC 26
23 EX REC 20 A 1 0 VA 0 VA 1 20 A EX REC 24
21 EX REC 20 A 1 0 VA 900 VA 1 20 A NEW REC 22
19 EX REC 20 A 1 0 VA 360 VA 1 20 A NEW REC 20
17 EX REC 20 A 1 0 VA 720 VA 1 20 A NEW REC 18
15 EX REC 20 A 1 0 VA 0 VA 1 20 A EX REC 16
13 EX REC 20 A 1 0 VA 0 VA 1 20 A EX REC 14
11 NEW REC 20 A 1 720 VA 0 VA 1 20 A EX REC 12
9 NEW REC 20 A 1 360 VA 0 VA 1 20 A EX CEILING PROJECTOR 10
7 EX LTS 20 A 1 0 VA 0 VA 1 20 A EX REC 8
5 EX LTS 20 A 1 0 VA 0 VA 1 20 A EX REC 6
3 EX LTS 20 A 1 0 VA 0 VA 1 20 A EX REC 4
1 EX LTS 20 A 1 0 VA 0 VA 1 20 A EX REC 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: RECESSED Wires: 4 Mains Rating: 225 A
Supply From: Phases: 3 Mains Type:
Location: Volts: 120/208 Wye A.I.C. Rating: 22,000
Branch Panel: LPA
EXISTING PANEL
1
NOTE:1. RECONNECT TO EXISTING 20A/1 POLE BREAKER.
2. INSTALL NEW 20A/1 POLE BREAKER.
3. INSTALL NEW 35A/3 POLE BREAKER.
1
2
2
2
2
1
1
1
2
MANUFACTURER: CUTLER-HAMMER PANEL TYPE: PRL1A
Notes:
Total Est. Demand: 17 A
Total Conn.: 17 A
Total Est. Demand: 6300 VA
Total Conn. Load: 6300 VA
Power 6300 VA 100.00% 6300 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 18 A 18 A 18 A
Total Load: 2100 VA 2100 VA 2100 VA
41 -- -- -- 0 VA 0 VA -- -- Space 42
39 -- -- -- 0 VA 0 VA 1 20 A EX EXHAUSTFAN-1 40
37 SURGE SUPPRESSOR 20 A 3 0 VA 0 VA 1 20 A EX ENVIRONMENTAL CONTROL PANEL 38
35 -- -- -- 0 VA 0 VA -- -- Space 36
33 EX ATU-9 20 A 2 0 VA 0 VA -- -- Space 34
31 -- -- -- 0 VA 0 VA -- -- Space 32
29 EX ATU-8 20 A 2 0 VA 0 VA -- -- Space 30
27 -- -- -- 0 VA 0 VA -- -- -- 28
25 EX ATU-7 20 A 2 0 VA 0 VA 2 20 A EX. ATU-10 26
23 -- -- -- 0 VA 0 VA 1 20 A EX 120V CHILLER 24
21 EX ATU-6 20 A 2 0 VA 0 VA -- -- -- 22
19 -- -- -- 0 VA 0 VA 2 30 A EX WATER HEATER 20
17 EX ATU-5 20 A 2 0 VA 0 VA -- -- -- 18
15 -- -- -- 0 VA 0 VA -- -- -- 16
13 EX ATU-4 20 A 2 0 VA 0 VA 3 15 A EX CHILL WATER PUMP 14
11 -- -- -- 0 VA 0 VA -- -- -- 12
9 EX ATU-3 20 A 2 0 VA 0 VA -- -- -- 10
7 -- -- -- 0 VA 0 VA 3 40 A EX AHU-1 HEAT STRIP 8
5 EX ATU-2 20 A 2 0 VA 2100... -- -- -- 6
3 -- -- -- 0 VA 2100... -- -- -- 4
1 EX. ATU-1 20 A 2 0 VA 2100... 3 35 A AHU-1 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 225 A
Supply From: Phases: 3 Mains Type:
Location: Volts: 120/208 Wye A.I.C. Rating: 22,000
Branch Panel: PP
EXISTING PANEL
3
2
38 48
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
E-402100% DESIGN SUBMITTAL
01/30/2019
PA
NE
L S
CH
ED
UL
ES
CTK
DMB
OP2056399
RE
PA
IR C
OM
MA
ND
PO
ST
1S
OA
OS
, B
UIL
DIN
G 9
02
08
MANUFACTURER: GE PANEL TYPE: AF76SD
Notes:
Total Est. Demand: 31 A
Total Conn.: 31 A
Total Est. Demand: 11300 VA
Total Conn. Load: 11300 VA
Power 11300 VA 100.00% 11300 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 42 A 42 A 18 A
Total Load: 4600 VA 4600 VA 2100 VA
41 SPACE -- -- 0 VA 0 VA -- -- -- 42
39 SPACE -- -- 0 VA 0 VA -- -- -- 40
37 SPACE -- -- 0 VA 0 VA 3 30 A EX SURGE SUPPRESSOR 38
35 SPACE -- -- 0 VA 0 VA 1 20 A SPARE 36
33 SPACE -- -- 0 VA 0 VA 1 20 A SPARE 34
31 EX PIPING HEAT TRACE 20 A 1 0 VA 0 VA 1 20 A SPARE 32
29 EX RECEPT. GEN. 20 A 1 0 VA 0 VA 1 20 A SPARE 30
27 EX GENERATOR BATTERY CHARGER 20 A 1 0 VA 0 VA 1 20 A SPARE 28
25 -- -- -- 0 VA 0 VA 1 20 A SPARE 26
23 EX GENERATOR JACKET HEATER 30 A 2 0 VA 0 VA 1 20 A SPARE 24
21 -- -- -- 0 VA 0 VA 1 20 A SPARE 22
19 -- -- -- 0 VA 0 VA -- -- -- 20
17 EX CHILLED WATER PUMP 15 A 3 0 VA 0 VA 2 30 A EX ELECTRIC WATER HEATER 18
15 -- -- -- 1500... 2100... -- -- -- 16
13 ATU-4 20 A 2 1500... 2100... -- -- -- 14
11 -- -- -- 0 VA 2100... 3 35 A AHU-2 12
9 EX ATU-2 30 A 2 0 VA 1000... -- -- -- 10
7 EX ATU-1 20 A 1 0 VA 1000... 2 20 A ATU-3 8
5 -- -- -- 0 VA 0 VA -- -- -- 6
3 -- -- -- 0 VA 0 VA -- -- -- 4
1 EX AIR COOLED CHILLER 200 A 3 0 VA 0 VA 3 30 A EX ELECTRIC DUCT HEATER 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating:
Mounting: SURFACE Wires: 4 Mains Rating: 400 A
Supply From: Phases: 3 Mains Type:
Location: Volts: 120/208 Wye A.I.C. Rating: 22,000
Branch Panel: MA
NOTE:1. INSTALL NEW 35A/3 POLE BREAKER.
2. INSTALL NEW 20A/2 POLE BREAKER.
1
EXISTING PANEL
2
2
39 48
ABOVE WORK-SURFACEABOVE FINISH FLOORACCREDITING OFFICIALAMERICANS WITH DISABILITIES ACTAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN WIRE GAUGEAPPROVING AUTHORITYARCHITECTURALAUTHORITY HAVING JURISDICTIONBONDING BACKBONE CONDUCTORBUILDING AUTOMATION SYSTEMCABLE TRAYCATEGORY 3CATEGORY 5 ENHANCEDCATEGORY 6CATEGORY 6 AUGMENTEDCOMMUNICATIONS OUTLETCOMMUNITY ANTENNA TELEVISIONCONDUITCONSOLIDATION POINTCONTRACTOR FURNISHED, CONTRACTOR INSTALLEDCONTRACTOR FURNISHED, GOVERNMENT INSTALLEDCONTRACTING OFFICER'S TECHNICAL REPRESENTATIVEDIRECT DIGITAL CONTROLSDEMARCATIONELECTRICALELECTROMAGNETIC INTERFERENCEENERGY MANAGEMENT CONTROL SYSTEMELECTRICAL METALLIC TUBINGFEDERAL COMMUNICATIONS COMMISSIONFIBER OPTICGOVERNMENT FURNISHED, CONTRACTOR INSTALLEDGOVERNMENT FURNISHED, GOVERNMENT INSTALLEDHANDHOLEIN ACCORDANCE WITHLOCAL AREA NETWORKMAIN TELECOMMUNICATIONS ROOMMAINTENANCE HOLEMAXIMUMMICRON / MICROMETERMINIMUMMULTI-USER TELECOMMUNICATIONS OUTLET ASSEMBLYMULTIMODENATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNATIONAL ELECTRICAL CODENATIONAL ELECTRICAL SAFETY CODENATIONAL FIRE PROTECTION ASSOCIATIONUNCLASSIFIED INTERNET PROTOCOL ROUTER NETWORKNOT APPLICABLENOT IN CONTRACTOUTSIDE PLANTPAIRPATCH PANELPOLYVINYL CHLORIDEPULL BOXPRIMARY BONDING BUSBARPRIVATE BRANCH EXCHANGEPROTECTED DISTRIBUTION SYSTEMRACK MOUNTED UNITROOMROUGH-INSCREENED TWISTED-PAIRSECRET INTERNET PROTOCOL ROUTER NETWORKSECONDARY BONDING BUSBARSECURED VIDEO TELECONFERENCESHIELDED TWISTED-PAIRSINGLEMODESURFACE MOUNTSTRANDSTELECOMMUNICATIONS BONDING BACKBONETELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTORTELECOMMUNICATIONS BONDING CONDUCTORTELECOMMUNICATIONS EQUIPMENT ROOMTELECOMMUNICATIONS ROOMTELECOMMUNICATIONS INDUSTRY ASSOCIATIONUNDERWRITERS LABORATORIES INCUNINTERRUPTIBLE POWER SUPPLYUNSHIELDED TWISTED-PAIRTYPICALUNLESS NOTED OTHERWISEVIDEO TELECONFERENCEVOICE OVER INTERNET PROTOCOLVOICE OVER SECRET INTERNET PROTOCOL
AWAFFA.O.ADAANSIAWG
AAARCH
AHJBBCBAS
CTCAT 3
CAT 5ECAT 6
CAT 6ACO
CATVC
CPCFCICFGI
COTRDDC
DEMARCELEC
EMIEMCS
EMTFCC
FOGFCIGFGI
HHIAWLANMTR
MHMAX
umMIN
MUTOAMM
NEMANEC
NESCNFPA
NIPRNETN/ANIC
OSPPRPP
PVCPB
PBBPBXPDSRMU
RMR/I
ScTPSIPRNet
SBBSVTC
STPSMSF
STRTBB
TEBCTBCTER
TRTIAUL
UPSUTPTYPUNOVTCVoIP
VoSIP
TELECOM ABBREVIATIONS:
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-001100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
LE
GE
ND
AN
D A
BB
RE
VIA
TIO
NS
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
TELECOMMUNICATIONS SYSTEM LEGEND
DEVICESYMBOL
SYMBOLSUBSCRIPT
DESCRIPTIONFIBER DUAL
STRAND (QTY)JACK/MODULE
TYPEJACK/MODULE
COLOR
MOUNTINGHEIGHT AFF
(UNO)
UNCLASSIFIED WALL MOUNT PHONE DEVICES
-EXISTING WALL MOUNT PHONE OUTLET TO BE REMOVED (REMOVEASSOCIATED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
UNCLASSIFIED NETWORK DEVICES
- UNCLASS NETWORK OUTLET (2) LC ORANGE 18"
E EXISTING DATA/VOICE OUTLET TO REMAIN - - - -
-EXISTING DATA/VOICE OUTLET TO BE REMOVED (REMOVE ASSOCIATEDWIRING AND CONDUIT BACK TO SOURCE)
- - - -
UNCLASSIFIED FLOOR MOUNT NETWORK DEVICES
AF ACCESS FLOOR BOX - DATA/VOICE OUTLET (2) LC ORANGEIN FLOOR TILE;
SEE DETAIL
E EXISTING FLOOR BOX - DATA/VOICE OUTLET TO REMAIN - - - -
-EXISTING FLOOR BOX - DATA/VOICE OUTLET TO BE REMOVED (REMOVEASSOCIATED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
UNCLASSIFIED RACEWAY & SUPPORTING INFRASTRUCTURE
- CONDUIT SLEEVE - - - SEE PLAN
- CABLE TRAY (CT) - X" x X" - - -SEE PLAN,DETAILS
-EXISTING RECESSED FURNITURE FEED TO BE REMOVED (REMOVEASSOCIATED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
- EXISTING CABLE TRAY TO REMAIN - - - -
- EXISTING CONDUIT TO REMAIN - - - -
SPECIAL SYSTEMS (SECURED) NETWORK RACEWAY
- CONDUIT SLEEVE - - - SEE PLAN
CLASSIFIED OR SPECIAL SYSTEMS NETWORK DEVICES
- SPECIAL SYSTEMS OUTLET (2) LC RED 18"
E EXISTING SIPRNET OUTLET TO REMAIN - - - -
-EXISTING SPECIAL SYSTEMS OUTLET TO BE REMOVED (REMOVEASSOCIAITED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
CLASSIFIED FLOOR MOUNT NETWORK DEVICES
- FLOOR BOX - DATA/VOICE OUTLET (8) LC(4) RED
(4) ORANGEIN SLAB; SEE
DETAIL
1EXISTING FLOOR BOX - SPECIAL SYSTEMS OUTLET TYPE 1 TO BE REMOVED(REMOVE ASSOCIATED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
2EXISTING FLOOR BOX - SPECIAL SYSTEMS OUTLET TYPE 2 TO BE REMOVED(REMOVE ASSOCIATED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
PAGING SYSTEM
-EXISTING CEILING MOUNTED SPEAKER TO BE REMOVED (REMOVEASSOCIATED WIRING AND CONDUIT BACK TO SOURCE)
- - - -
AUDIO VISUAL (AV) ROUGH-IN ONLY
- GFGI AV FLAT PANEL DISPLAY - WALL MOUNTED - - - SEE DETAIL
- AV BACKBOX - - - SEE DETAIL
CT
SSx
S
J
USx
FP
AV
40
TELECOMMUNICATIONS GENERAL NOTES - FACILITY INFRASTRUCTURE:
THE TELECOMMUNICATIONS DRAWINGS PROVIDED ARE DIAGRAMMATIC AND SHOW THE GENERAL
LOCATION OF ALL REQUIRED DEVICES; SUCH AS OUTLETS, RACEWAYS, EQUIPMENT, AND
APPURTENANCES. THEY DO NOT SHOW ALL NECESSARY OFFSETS, JUNCTION BOXES,
CABLE/LADDER TRAY TRANSITIONS, CONDUIT SLEEVES/PENETRATIONS, AND ADJUSTMENTS
NECESSARY BY COORDINATION WITH OTHER TRADES IN THE FIELD.
TELECOMMUNICATION CONTRACTOR'S SCOPE OF WORK : TELECOMMUNICATION'S CONTRACTOR
SHALL BE RESPONSIBLE FOR ENTIRE STRUCTURED CABLING SYSTEM ELEMENTS DEFINED IN THIS
SCOPE OF WORK. THIS INCLUDES A COMPLETE INSTALLATION OF ALL PASSIVE INFRASTRUCTURE
ELEMENTS SUCH AS OUTLETS, JACKS, CABLING, CABINETS, RACKS. BACKBOARDS, LADDER TRAY
(LIMITED TO TELECOM ROOMS), TELECOM EQUIPMENT ROOM/CABINET BONDING, TERMINATIONS,
TESTING, LABELING, WARRANTIES, AND ALL REQUIRED CLOSE-OUT DOCUMENTS. THE
TELECOMMUNICATIONS CONTRACTOR SHALL UNDERSTAND THE FULL INTENT OF THE DRAWINGS
AND SPECIFICATIONS PRIOR TO BID, AND WILL INCLUDE IN SCOPE OF WORK ALL REQUIREMENTS
NECESSARY TO ENSURE A FULLY FUNCTIONAL SYSTEM.
COORDINATION: WITH OTHER TRADES EXAMINE AND REVIEW THE DOCUMENTS OF ALL DIVISIONS
IN ORDER TO COORDINATE THE INSTALLATION OF WORK. USE DIMENSIONED DRAWINGS TO
VERIFY THE SPACE NECESSARY FOR LOCATING OUTLETS, RACEWAYS, AND EQUIPMENT. USE
FIELD MEASUREMENTS TO VERIFY DIMENSIONS WHERE AREAS ARE CONGESTED, AND EXACT
LOCATION IS CRITICAL TO ENSURE PROPER INSTALLATION. COORDINATION SHALL INCLUDE, BUT
NOT BE LIMITED TO; VERIFYING THE LOCATION AND SIZE OF OPENINGS/PENETRATIONS IN
FLOORS, WALLS, PARTITIONS, CEILINGS, AND ROOFS WITH THE INSTALLING TRADES; ALLOCATION
OF SPACE WITH OTHER TRADES, INSTALLING WORK IN CHASES, SHAFTS, CEILING INTERSTITIAL
SPACES, AND EQUIPMENT SPACES; AND THE PHASING OF INSTALLATION WORK WITH THAT OF
OTHER TRADES.
INSTALLATION SHALL CONFORM WITH NFPA 70 "NATIONAL ELECTRICAL CODE," ANSI/TIA, UFC
3-580-01, AND UFC 4-010-06 (UNO).
CABLING INSTALLATION: ALL CABLING ROUTED IN SLAB, BELOW VAPOR BARRIER OR BELOW
GRADE, SHALL BE U.L. LISTED FOR WET LOCATIONS THAT COMPLIES WITH UFC 3-580-01 AND NFPA
70 (NEC): PART V, 725.3(L), 110.11, 300.5(B), 300.6, AND 310.10(G). DO NOT USE PLENUM OR RISER
RATED CABLE, GEL-FILLED OSP, AND UNLISTED CABLES IN SUCH AN ENVIRONMENT. FOR
IN-FLOOR CONDUIT SYSTEMS, PROVIDE HOME RUNS BACK TO THE TR SERVING THAT AREA.
USE A FILL RATIO OF 40 PERCENT FOR CONDUIT SIZING. DO NOT INSTALL MORE THAN FOUR,
FOUR-PAIR CABLES IN A 1 INCH (27 MM) CONDUIT.
PROVIDE PULL STRING IN ALL EMPTY CONDUITS AND INNERDUCT. PULL STRING TO BE RATED FOR
200LBS IN ALL CONDUITS.
TELECOMMUNICATIONS FACEPLATES SHALL MATCH ELECTRICAL SWITCH AND RECEPTACLE
PLATE FINISHES. PROVIDE COVER PLATES FOR ALL UNUSED J-BOX LOCATIONS.
LABEL ALL CABLES WITHIN 4 INCHES OF EACH TERMINATION. PROVIDE 12 INCHES SERVICE LOOP
AT THE WORK AREA END OF EACH HORIZONTAL CABLE.
INSTALL VELCRO CABLE TIES TO ALL CABLE BUNDLES IN CABLE TRAY, NON-CONTINUOUS
SUPPORTS, RACK WIRE MANAGEMENT, D-RINGS AND OTHER SUPPORT MEANS. BUNDLE ALL
DIFFERENTIATING NETWORK CABLING SEPARATELY.
BALANCED TWISTED-PAIR CABLING SHALL BE SEPARATED FROM FLUORESCENT LAMPS AND
ASSOCIATED FIXTURES BY A MINIMUM OF 5 IN.
NON-CONTINUOUS CABLE SUPPORTS (WHEN SPECIFIED) : SUPPORTS MUST NOT EXCEED 20
CABLES OR 50 PERCENT OF THE FILL CAPACITY, WHICHEVER IS LESS; INTERVALS NOT TO EXCEED
5 FT.
CABLING INSTALLATION IN CABLE TRAYS:
A MINIMUM OF 12 IN ACCESS HEADROOM SHALL BE PROVIDED AND MAINTAINED ABOVE A CABLE
TRAY SYSTEM OR CABLE RUNWAY.
A MINIMUM OF 3 IN CLEAR VERTICAL SPACE SHALL BE AVAILABLE ABOVE ACCESSIBLE CEILING,
BELOW THE CABLE TRAY.
THE MAXIMUM FILL OF ANY CABLE TRAY SHALL NOT EXCEED 25% (UNO), ALLOWING FACILITY
USERS AN ADDITIONAL 25% SPARE CAPACITY. THE MAXIMUM FILL DEPTH OF ANY CABLE TRAY
SHALL NOT EXCEED 6 IN.
MAIN TELECOM ROOM (MTR) / TELECOM ROOMS (TRs):
CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE TELECOM ROOMS
ARE DIMENSIONALLY CONSTRUCTED AS DESIGNED. THIS INCLUDES USING FIELD MEASUREMENTS
TO VERIFY ROOM DIMENSIONS, CONDUIT LOCATIONS (PRIOR TO CONCRETE POUR), WALL
PENETRATIONS, AND DEVICE PLACEMENT.
INSTALL BACKBOARDS IN ACCORDANCE WITH TIA-569-D. BACKBOARDS MUST BE FIRE-RETARDANT
TREATED WOOD, BEARING THE MANUFACTURER’S STAMP. IF PAINTED, THE MANUFACTURER'S
FIRE RATED STAMP MUST REMAIN VISIBLE.
INSTALL FLOOR MOUNTED EQUIPMENT RACKS / CABINETS LOCATED AT OR NEAR THE CENTER OF
THE TELECOMMUNICATION ROOM. MAINTAIN A MINIMUM OF 36 INCHES SPACE BOTH IN FRONT
AND IN BACK OF THE RACK, MEASURED FROM THE EQUIPMENT, AND A MINIMUM SIDE CLEARANCE
OF 24 INCHES ON AT LEAST ONE END OF THE RACK OR ROW OF ADJACENT RACKS IS REQUIRED.
PROVIDE 25% SPARE CAPACITY WITHIN EACH UTILIZED RACK.
FURNITURE/MILLWORK:
ENSURE THAT THE CABLE IS PROTECTED AT ALL TRANSITION POINTS, AND THAT METALLIC
SEPARATION IS PROVIDED BETWEEN TELECOMMUNICATION AND POWER WIRING IN THE UTILITY
COLUMNS AND SYSTEMS FURNITURE TRACK IN ACCORDANCE WITH TIA-569-D AND NFPA 70.
ELECTRICAL GENERAL NOTES - FACILITY INFRASTRUCTURE:
ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENTIRE INTERIOR ROUGH-IN AND
SUPPORT SYSTEM NECESSARY FOR THE COMPLETE STRUCTURED CABLING SYSTEM DEFINED IN
THIS SCOPE OF WORK. THIS INCLUDES A COMPLETE INSTALLATION OF ALL REQUIRED PATHWAYS
INCLUDING: CABLE TRAY (EXCLUDES TRAY IN MTR/TR), CONDUIT, BACK BOXES, JUNCTION BOXES,
FLOOR BOXES, BLOCKING, GROUNDING CONDUCTORS AND BUSBARS, FIRESTOPPING, POWER, AND
ANY OTHER NECESSARY APPURTENANCES.
THE ELECTRICAL CONTRACTOR SHALL UNDERSTAND THE FULL INTENT OF THE DRAWINGS AND
SPECIFICATIONS PRIOR TO BID, AND WILL INCLUDE IN SCOPE OF WORK ALL REQUIREMENTS
NECESSARY TO SUPPORT THE TELECOMMUNICATIONS SYSTEM TO COORDINATE AND ENSURE A
FULLY FUNCTIONAL SYSTEM.
COORDINATION WITH OTHER TRADES:
EXAMINE AND REVIEW THE DOCUMENTS OF ALL DIVISIONS IN ORDER TO COORDINATE THE
INSTALLATION OF WORK. USE DIMENSIONED DRAWINGS TO VERIFY THE SPACE NECESSARY FOR
LOCATING OUTLETS, RACEWAYS, AND EQUIPMENT. USE FIELD MEASUREMENTS TO VERIFY
DIMENSIONS WHERE AREAS ARE CONGESTED, AND EXACT LOCATION IS CRITICAL TO ENSURE
PROPER INSTALLATION. COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, VERIFYING THE
LOCATION AND SIZE OF OPENINGS/PENETRATIONS IN FLOORS, WALLS, PARTITIONS, CEILINGS, AND
ROOFS WITH THE INSTALLING TRADES; ALLOCATION OF SPACE WITH OTHER TRADES, INSTALLING
WORK IN CHASES, SHAFTS, CEILING INTERSTITIAL SPACES, AND EQUIPMENT SPACES; AND THE
PHASING OF INSTALLATION WORK WITH THAT OF OTHER TRADES.
INSTALLATION SHALL CONFORM WITH NFPA 70 "NATIONAL ELECTRICAL CODE," ANSI/TIA, UFC
3-580-01, AND ELECTRICAL SPECIFICATIONS (UNO).
CONDUIT:
INSTALL ELECTRICAL METALLIC TUBING (EMT) CONDUIT FROM THE CABLE BACKBONE DISTRIBUTION
SYSTEM, WHETHER CABLE TRAY OR ENCLOSED DUCT, TO EACH OUTLET (UNO).
PROVIDE A MINIMUM OF 1 INCH EMT CONDUIT FOR STANDARD OUTLETS. WHEN CABLE TRAY OR
ENCLOSED DUCT IS NOT USED, INSTALL INDIVIDUAL CONDUITS FROM THE MTR/TR TO EACH OUTLET.
CONDUITS HAVE BEEN SIZED BASED ON THE NFPA, AS WELL AS ANSI/TIA 569. WHERE INSTALLATIONS
VARY, INCREASE CONDUITS SIZES ACCORDING TO MAXIMUM NUMBER OF CABLES BASED ON
ALLOWABLE FILL RATIO OF 40%.
FOR IN-SLAB TELECOM DEVICES, WITH CONDUIT SYSTEMS LOCATED BELOW VAPOR BARRIER OR
BELOW GRADE, PROVIDE HOME RUNS BACK TO THE MTR/TR SERVING THAT AREA.
METALLIC PATHWAYS 3 FT OR GREATER IN LENGTH SHALL COMPLY WITH THE BONDING
REQUIREMENTS OF ANSI/TIA-607.
FOR CONDUITS WITH AN INTERNAL DIAMETER OF 2 IN OR LESS, THE INSIDE RADIUS OF A BEND IN
CONDUIT SHALL BE AT LEAST 6 TIMES THE INTERNAL DIAMETER. FOR CONDUITS WITH AN INTERNAL
DIAMETER OF MORE THAN 2 IN, THE INSIDE RADIUS OF A BEND IN CONDUIT SHALL BE AT LEAST 10
TIMES THE INTERNAL DIAMETER. BENDS IN THE CONDUIT SHALL NOT CONTAIN ANY KINKS OR
OTHER DISCONTINUITIES THAT MAY HAVE A DETRIMENTAL EFFECT ON THE CABLE SHEATH DURING
CABLE PULLING OPERATIONS.
CONDUITS SHALL BE REAMED TO ELIMINATE SHARP EDGES. METALLIC CONDUIT SHALL BE
TERMINATED WITH AN INSULATED BUSHING.
DO NOT USE FLEXIBLE METAL CONDUIT FOR TELECOMMUNICATIONS WIRING EXCEPT WHEN
INSTALLING ACCESS FLOOR BOXES IN AN ACCESS FLOOR, WHERE THE ACCESS FLOOR BOX MAY BE
RELOCATED WITHIN A SPECIFIED SERVICE AREA. IN THIS CASE THE LENGTH OF THE FLEXIBLE METAL
CONDUIT MUST NOT EXCEED A LENGTH OF 20 FEET (6 M) FOR EACH RUN PER TIA-569-D.
ALL PENETRATIONS SHALL BE SEALED WITH AN APPROVED SEALANT OR U.L. LISTED PENETRATION
DEVICE THAT WILL MAINTAIN THE FIRE, SMOKE AND WATERPROOF OR OTHER APPLICABLE RATINGS
OF THE TYPE OF CONSTRUCTION BEING PENETRATED. SEE ARCHITECTURAL DRAWINGS FOR
PENETRATION REQUIREMENTS.
UNLESS NOTED OTHERWISE, ALL CONDUITS SHALL BE INSTALLED CONCEALED UNDER FLOOR
SLABS, ABOVE THE CEILING AND WITHIN THE FINISHED WALLS. ALL OUTLET BOXES SHALL BE
INSTALLED FLUSH MOUNTED WITHIN FINISHED WALLS, CEILINGS OR FLOORS. SURFACE MOUNTED
RACEWAY AND OUTLET BOXES SHALL NOT BE PERMITTED ON FINISHED WALLS, CEILINGS OR
FLOORS EXCEPT AS INDICATED ON THE DRAWINGS.
WHEN SURFACE MOUNT RACEWAYS ARE INDICATED, PROVIDE RACEWAY TO EMT TRANSITIONAL
ADAPTER AT ALL ACCESSIBLE CEILINGS. ABOVE ACCESSIBLE CEILING, ROUTE EMT TO SERVING
CABLE TRAY OR SERVING MTR/TR.
PULL ROPE SHALL BE INSTALLED IN ALL CONDUITS. PULL ROPE SHALL HAVE A MINIMUM 200LB
TENSILE STRENGTH FOR ALL TELECOMMUNICATIONS CONDUITS.
WORK AREA OUTLETS:
INSTALL DOUBLE GANG ELECTRICAL BOXES, MINIMUM STANDARD SIZE 4-11/16 INCHES SQUARE AND
2-1/8 INCHES DEEP WITH APPROPRIATELY SIZED PLASTER RING FOR CONNECTION OF SINGLE GANG
OR DOUBLE GANG FACEPLATE.
INSTALL OUTLET BOX FOR RECESS MOUNTING WITH THE FACEPLATE FLUSH WITH THE WALL
SURFACE, AT THE SAME HEIGHT AS THE ELECTRICAL OUTLETS.
DO NOT PUT OUTLET BOXES IN SAME STUD CAVITY WHERE BOXES ARE ON EACH SIDE OF STC
RATED WALLS.
POWER:
INSTALL A QUADRUPLEX ELECTRICAL OUTLET WITHIN 6 INCHES OF ALL WORK AREA OUTLETS TO
SERVE TELECOMMUNICATIONS LOADS ASSOCIATED WITH THAT OUTLET.
TELECOM GROUNDING / BONDING:
INSTALL ALL REQUIRED TELECOM GROUNDING / BONDING PER ANSI/TIA 607, ELECTRICAL
SPECIFICATIONS, TELECOM GROUNDING DETAILS / NOTES (UNO).
BLOCKING AND SUPPORT HARDWARE:
INSTALL ALL MOUNTS AND SUPPORT HARDWARE FOR TELECOM SYSTEMS;
INCLUDING, UNISTRUT, ALL- THREAD OR THREADED RODS, BLOCKING, SUPPORT
CABLES, ETC.
CABLE TRAYS:
THE MAXIMUM FILL OF ANY CABLE TRAY SHALL NOT EXCEED 25%, ALLOWING
FACILITY USERS AN ADDITIONAL 25% SPARE CAPACITY, FOR A MAXIMUM 50%
FILL RATIO (UNO). THE MAXIMUM FILL DEPTH OF ANY CABLE TRAY SHALL NOT
EXCEED 6 IN.
THE SPAN FOR CABLE SUPPORT SYSTEMS SHALL BE DETERMINED IN
ACCORDANCE WITH THE MANUFACTURER’S MAXIMUM RECOMMENDED LOAD
CAPACITY FOR A GIVEN SPAN. THESE SYSTEMS MAY BE SUPPORTED BY THREE
BASIC METHODS:
1. CANTILEVER BRACKETS FROM A WALL;
2. TRAPEZE OR INDIVIDUAL ROD SUPPORTS FROM ABOVE;
3. OR FROM BELOW.
CABLE TRAY SUPPORTS SHALL BE LOCATED WHERE PRACTICAL SO THAT
CONNECTIONS BETWEEN SECTIONS OF THE TRAY FALL BETWEEN THE
SUPPORT POINT AND ONE-QUARTER THE DISTANCE OF THE SPAN. A SUPPORT
SHALL BE PLACED WITHIN 24 IN ON EACH SIDE OF ANY CONNECTION TO A BEND,
TEE, OR CROSS.
A MINIMUM OF 12 IN ACCESS HEADROOM SHALL BE PROVIDED AND MAINTAINED
ABOVE A CABLE TRAY SYSTEM OR CABLE RUNWAY.
INSTALL CABLE TRAY WITH SWEEPING RADIAL TURNS. DO NOT INSTALL WITH
HARD 90° TURNS.
BOND CABLE TRAY PER ANSI/TIA 607, AND GROUNDING DETAILS / NOTES.
PULL BOXES:
PULL BOXES SHALL BE READILY ACCESSIBLE. PULL BOXES SHALL NOT BE
PLACED IN A FIXED FALSE CEILING SPACE UNLESS IMMEDIATELY ABOVE A
SUITABLY MARKED ACCESS PANEL.
A PULL BOX SHALL BE PLACED IN A CONDUIT RUN WHERE:
• THE LENGTH IS OVER 100 FT;
• THERE ARE MORE THAN TWO 90º BENDS, OR EQUIVALENT;
• OR THERE IS A REVERSE (U-SHAPED) BEND IN THE RUN.
PULL BOXES SHALL BE PLACED IN A STRAIGHT SECTION OF CONDUIT. THEY
SHALL NOT BE USED IN LIEU OF A BEND. THE CORRESPONDING CONDUIT ENDS
SHALL BE ALIGNED WITH EACH OTHER.
WHERE A PULL BOX IS REQUIRED WITH CONDUITS SMALLER THAN 1-1/4", AN
OUTLET BOX MAY BE USED AS A PULL BOX.
IF THE PULL BOX IS COMPRISED OF METALLIC COMPONENTS, IT SHALL BE
BONDED TO GROUND.
PROJECT SCOPE OF WORK CONTAINS AREAS REQUIRING ADHERENCE TO THE
TECHNICAL SPECIFICATIONS FOR THE ICD/ICS 705.
THE SCOPE OF WORK FOR THE SPACES IS INDICATED IN THE DRAWINGS AND
SPECIFICATIONS ALONG WITH ANY ADDITIONAL ELEMENTS OR
COUNTERMEASURES THAT APPLY (I.E COMPARTMENTALIZATION, TEMPEST).
UNDER PROJECT'S DESIGNATED A.O., INSTALLATION SHALL ADHERE TO IC
TECH SPEC FOR ICD/ICS 705 V-1.4; SEPTEMBER 28, 2017.
GENERAL ICD/ICS 705 REQUIREMENTS FOR THE SPACES INCLUDE:
1. METALLIC PENETRATIONS WHICH REQUIRE TEMPEST
COUNTERMEASURES, REQUIRE DIELECTRIC BREAKS.
2. ALL TELECOM CABLING SHALL ENTER THE HIGH LEVEL SECURED SPACE
THROUGH A SINGLE OPENING AND ALLOW FOR VISUAL INSPECTION.
TECH SPEC ICD/ICS 705 GENERAL NOTES:
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-002100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
NO
TE
S
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
41
E
E
E
E
E
2 1
2 1
1
2
1
2
2
1
2 12 12 1
1
2
J
E
SS S
SS E E E
E E E E
COMM. ROOM
SECURE COMM. ROOM
NO NEW WORK
NO NEW WORK
NO NEW WORKEXISTING CABLE TRAY TO REMAIN
JPG129
N.C.I.O.S.119
CORRIDOR103A
COMMAND POST103
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-100100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
DE
MO
LIT
ION
PLA
N
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"T-100
TELECOM DEMOLITION PLAN1
0'8' 8' 16'
SCALE: 1/8"=1'-0"
N
CONTRACTOR IS TO ONLY PROVIDE UNCLASS/CLASS COMMUNICATION WORK IN COMMAND POST AREA. THE GOVERNMENT IS TO REMOVE AND REINSTALL ALL OTHER SYSTEM COMPONENTS AND CABLING.
DEMOLITION SHEET NOTES:
1. REMOVE EXISTING INTERIOR INTERCOM SPEAKERSAND WIRING LOCATED WITHIN THE AREAS OF NEWWORK (UNO). PROVIDE/INSTALL WIRING CONTINUITYBETWEEN EXISTING SPEAKERS IN AREAS WHERETHERE IS NO NEW WORK BUT DEMOLITIONREMOVED WIRING.
2. REUSE RACEWAYS AND PATHWAYS FROM THECOMMAND POST ROOM TO THE COMM ROOMS.REFER TO NEW WORK PLAN.
3. EXISTING DEVICES ON WALLS HAVING NEWSHEETROCK INSTALLED, SHALL BE EXTENDED TO BEFLUSH IN THE NEW WALL.
42
T-401
1
EOS105
BATTLE STAFF128
EOS104
N.C.I.O.S.119
GYM.106
BREAK ROOM123
MEN126
WOMEN125
JPG129
CORRIDOR103A
COMM.
ROOM
SECURE
COMM.
ROOM
COMMAND POST103
CORRIDOR104A
MEN118
WOMEN117
STORAGE133
CORRIDOR113
VESTIBULE100
COPIER101
T-111
2
T-111
1
T-111
3
CT
1
CT1
US
1
US2
SS
1 SS2
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-110100% DESIGN SUBMITTAL
01/30/2019
TE
LE
CO
M F
LO
OR
PL
AN
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/8" = 1'-0"T-110
TELECOM OVERALL FLOOR PLAN1 0'8' 8' 16
'SCALE: 1/8"=1'-0"
N
CABLE TRAY SCHEDULETRAY ID SIZE CLASSIFICATION DESCRIPTION
CT1 12"x3"ø UNCLASS/SECUREDCABLE TRAY - BUNDLE CLASSIFIED AND
UNCLASSIFIED CABLING SEPARATELY IN TRAY.
CONDUIT SLEEVE SCHEDULECONDUIT
SLEEVE ID CONDUIT SIZE QUANTITY
SS1 4" 1
SS2 4" 1
US1 4" 1
US2 4" 1
SHEET NOTES:
1. REUSE EXISTING PATHWAY FROM COMMAND POST
ROOM TO COMM ROOMS WHEN AVAILABLE.
2. ALL NEW PATHWAYS SHOWN ARE OVERHEAD.
CONCEAL ABOVE CEILINGS ONCE OUTSIDE COMM
ROOMS.
3. TAKE OUT AND REPLACE EXISTING CEILING TILE FOR
NEW CABLE TRAY INSTALLATION.
43
FP FPAV
AV
AV
AV
AV
AV
AV
FP
FPAV
AV
FP
FP
FP
FP
FP
E
E
E
E
E
AV
FP
FP
FP
FP
AF
AV
AF AF
E E E
E E E E
AV
AV
N.C.I.O.S.119
COMMAND POST103
JPG129
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-111100% DESIGN SUBMITTAL
01/30/2019
EN
LA
RG
ED
TE
LE
CO
M F
LO
OR
PLA
NS
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
1/4" = 1'-0"T-111
1 ENLARGED TELECOM FLOOR PLAN - NCIOS
1/4" = 1'-0"T-111
2
ENLARGED TELECOM FLOOR PLAN - COMMAND
POST
1/4" = 1'-0"T-111
3 ENLARGED TELECOM FLOOR PLAN - JPG
0'4' 4' 8'
SCALE: 1/4"=1'-0"
N
N
N
FLOORBOX NOTE: COMBINE WITH POWER WHERE
CO-LOCATED SERVING THE SAME WORKSTATION.
'FP' MONITOR/'AV' BACKBOX NOTE: COORDINATE
EXACT LOCATION IN FIELD WITH USER PRIOR TO
ROUGH-IN
44
103
2 2
3
1
MTR.A-1A01 MTR.A-1A02
TYPICAL FOR:
ORANGE ORANGE
1. COMMUNICATIONS OUTLET FACEPLATE.
2. SNAP-IN COUPLER; DUPLEX FIBER
OPTIC 'LC' MODULAR JACK, COLOR
INDICATED.
3. COMMUNICATIONS OUTLET IDENTIFIER
ON LASER PRINTED INSERT UNDER
FACTORY PLASTIC COVER.
4. SNAP-IN BLANK MODULE, COLOR TO
MATCH FACEPLATECOLOR.
KEY NOTES:
4 4
321 4
TWO (2) MMDUAL STRANDFO CABLES
ENGRAVED LABEL:FIRST PATCH PANEL"A" IN RACK 1
PATCH PANEL PORTNUMBER FACTORYLABELED 1-48.
PORT NUMBER OFDESIGNATEDPATCH PANEL
MTR ROOMNUMBERDESIGNATOR
EXAMPLE:
LABEL MTR.A-1A01 INDICATES 'CO' OUTLETSERVED BY MTR ROOM MTR.A, RACK 1,PATCH PANEL "A", PORT 01 (RACKS AREDESIGNATED BY NUMBERS).
MTR.A-1A01
ANSI/TIA 606B IDENTIFICATION NOMENCLATURE
PATCH PANEL LETTER
RACK NUMBER PROVIDE LASER PRINTEDCOMMUNICATIONS OUTLETIDENTIFIER ON FACEPLATEUNDERNEATH LABEL.
A
PORTS 1A01 THRU 1A48
COMMUNICATIONS OUTLET INROOM 103 SERVED BY MTR.A
A
A A
103
MTR.A-1A01 MTR.A-1A02
MTR.A-1A02
MTR.A-1A01
MTR.A-1A01
MTR.A-1A02
PROVIDE LASER PRINTEDIDENTIFIER ON CABLING, WITHIN4" OF TERMINATED CONNECTOR,TYPICAL FOR ALL CABLING
PROVIDE LASER PRINTEDIDENTIFIER ON CABLING, WITHIN4" OF TERMINATED CONNECTOR,TYPICAL FOR ALL CABLING
1. COMMUNICATIONS OUTLET
FACEPLATE.
2. SNAP-IN COUPLER; DUPLEX FIBER
OPTIC 'LC' MODULAR JACK, COLOR
INDICATED.
3. COMMUNICATIONS OUTLET IDENTIFIER
ON LASER PRINTED INSERT UNDER
FACTORY PLASTIC COVER.
4. SNAP-IN BLANK MODULE, COLOR TO
MATCH FACEPLATE COLOR.
KEY NOTES:
TYPICAL FOR:
103STR.A-1A01
3
1
STR.A-1A02
4
2 2
RED RED
4
CONDUITS HOMERUN TOSERVING CABLE TRAY OR
SERVING MTR/SECUREDCOMM ROOM.
1" CONDUIT, EA.CONCEALED IN WALL.
FINISHED FLOOR
CEILING
12" CABLE TRAY
12" CLEARANCE
3" CLEARANCE MINIMUMBETWEEN CEILING TILESAND SUPPORT CHANNELS,LIGHTING FIXTURES, ETC
18" A.F.F.(UNO)
TYPICAL FOR:
NOTES:
1. TELECOM OUTLET MOUNTING HEIGHT MAY VARY AT LOCATIONS OF FIXED
CABINETS OR CASEWORK. LOCATE AND MOUNT OUTLETS AS DIRECTED BY THE
TECHNICALREPRESENTATIVE.
2. DO NOT INSTALL MORE THAN FOUR 4-PAIR CABLES IN A 1" CONDUIT.
STUB CONDUIT AT CABLE TRAY WITHPLASTIC INSULATING BUSHING, BONDCONDUIT TO CABLE TRAY WITH U.L.LISTED CONDUIT CLAMP KIT
CL
RECESSED 4-11/16" SQ. x 2-1/8"DEEP BOX WITH APPROPRIATELYSIZED PLASTER RING FOR 1-GANGOR 2-GANG FACEPLATES.
POWER
COMM
PLAN VIEW ISOMETRIC VIEW
1. MULTI-SERVICE MULTIMEDIA FLOORBOX, EQUAL TO LEGRAND WIREMOLD RESOURCE SERIESRFB4E (4) FOUR COMPARTMENT SHALLOW STAMPED STEEL COMBINATION FLOOR BOX. INSTALLFLOOR BOX IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. SETBOTTOM OF BOX ON TOP OF VAPOR BARRIER, LEVEL, WITH TOP OF BOX TO BE FLUSH WITHSLAB.
2. FLUSH STYLE DIE CAST ALUMINUM COVER ASSEMBLY; COORDINATE FINISH COLOR WITHTECHNICAL REPRESENTATIVE, AND FLOORING.
3. INTERNAL DUPLEX RECEPTACLE PLATE WITH TWO 120 VAC OUTLET RECEPTACLES, EQUAL TOLEGRAND WIREMOLD RFB6DP. REFER TO ELECTRICAL PLANS FOR CIRCUITING REQUIREMENTS.
4. COMMUNICATIONS DEVICE PLATES AS REQUIRED FOR SYSTEM DEVICES, EQUAL TO LEGRANDWIREMOLD RFB6GFI.
5. CATEGORY 6 OUTLET, COUPLERS & JACKS INSTALLED BY ASSOCIATED SYSTEMS CONTRACTOR.REFER TO FLOOR PLANS FOR OUTLET/DEVICE TYPES.
6. 1" SCHEDULE 40 PVC CONDUIT BELOW SLAB:
6.1. FOR NEW FACILITIES: HOMERUN UNDER SLAB CONDUIT TO SERVING TELECOM ROOM,CONVERT TO RGS WHEN ROUTING THRU SLAB AND STUB CONDUIT AT 4" ABOVE SLAB WITHBUSHING AND BOND TO TELECOM ROOM'S BUSBAR. SEAL STUBBED CONDUITS, FLOORBOXAND ALL CONNECTING CONDUITS AFTER CABLE INSTALLATION.
6.2. FOR RENOVATED FACILITIES: ROUTE UNDER SLAB CONDUIT TO NEAREST WALL, CONVERTTO RGS WHEN ROUTING THRU SLAB, THEN EMT ABOVE SLAB. ROUTE CONDUIT AND STUBTO LOCATION(S) INDICATED. SEAL FLOORBOX AND ALL CONNECTING CONDUITS AFTERCABLE INSTALLATION.
7. POWER CONDUIT WITH WATERTIGHT FITTINGS, SEE ELECTRICAL PLANS AND SPECIFICATIONS.
8. ADDITIONAL BLANK PLATES, GFI PLATES, AND DUPLEX RECEPTACLE PLATES FOR FURTHERDATA/POWER REQUIREMENTS. SEE FLOOR PLANS.
COMM
POWER
TYPICAL FOR:
6
7
1 7
2
6
3
3
45
4
5
45
8
KEY NOTES:
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-201100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
DE
TA
ILS
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
NOT TO SCALE1UNCLASSIFIED NETWORK FACEPLATE DETAIL
NOT TO SCALE5
TIA-606B OUTLET TO PATCH PANEL LABELINGNOMENCLATURE (TYPICAL)
NOT TO SCALE2
SPECIAL SYSTEMS NETWORK FACEPLATEDETAIL
NOT TO SCALE3
TYPICAL UNCLASS & SECURED NETWORKOUTLETS MOUNTING DETAIL - RECESSED
NOT TO SCALE4FLOORBOX - COMM/POWER
45
1. MULTI-SERVICE MULTIMEDIA RECESSED RAISED FLOORBOX EQUAL TO WIREMOLD EFB6S, INSTALLFLOOR BOX IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS.PROVIDE WITH CARPET/TILE INSERTS AS INDICATED IN ARCHITECTS FINISHED SCHEDULE.
2. FLUSH STYLE DIE CAST ALUMINUM COVER ASSEMBLY, EQUAL TO EFB610CTCNK WITH INSERTCOVER, COORDINATE FLOORING CUTOUTS WITH COTR.
3. EQUAL TO (2) EFB6M 3-GANG PLATES (1) ON EACH SIDE. PROVIDE (2) 120 VAC RECEPTACLES. SEEELECTRICAL PLANS FOR OUTLET QUANTITY AND CIRCUITING REQUIREMENTS.
4. BY STRUCTURED CABLING CONTRACTOR : PROVIDE WORK STATION OUTLETS AS NECESSARYWITHIN FLOOR BOX WITHIN (2) OF GANGS PROVIDED IN THE (3) GANG MODULE.
5. PROVIDE BLANK COVER PLATES AS NECESSARY.
6. POWER CONDUIT FLEX, SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS.
FLOOR BOX KEY NOTES:
ISOMETRIC VIEW (INSIDE FLOOR BOX)EQUAL TO WIREMOLD MODELNO. EFB6S
3
4
4 5
3
5
2
16
TYPICAL FOR:
AF
RECESSED 4-11/16" SQ. x2-1/8" DEEP BOX WITHAPPROPRIATELY SIZEDPLASTER RING.
CL
1-1/4" CONDUITCONCEALED IN WALLS
COORDINATE EXACT MOUNTINGHEIGHT AND LOCATION WITH USER
PRIOR TO ROUGH-IN
TYPICAL FOR:
PULL BOX
FINISHED FLOOR
CEILING
NOTES:
1. AUDIO-VISUAL OUTLET MOUNTING HEIGHT MAY VARY AT LOCATIONS OF FIXED
CABINETS OR CASEWORK. LOCATE AND MOUNT OUTLET AS DIRECTED BY THE
TECHNICAL REPRESENTATIVE.
2. COORDINATE FINAL LOCATION WITH USER PRIOR TO ROUGH-IN.
HOMERUN CONDUIT TO FLATPANEL (WHEN APPLICABLE)
120V RECEPTACLEAND CIRCUIT, REFERTO ELEC
FP: ROUTE 1-1/4" C. TO AVPULL BOX.
TYPICAL FOR:
FP
AV
FP OUTLET: RECESSED 4-11/16" SQ. x 2-1/8"DEEP BOX WITH APPROPRIATELY SIZEDPLASTER RING. COORDINATE EXACT LOCATIONWITH USER PRIOR TO ROUGH-IN
1. COMMUNICATIONS OUTLET
FACEPLATE.
2. SNAP-IN COUPLER; DUPLEX
FIBER OPTIC 'LC' MODULAR
JACK, COLOR INDICATED.
3. COMMUNICATIONS OUTLET
IDENTIFIER ON LASER PRINTED
INSERT UNDER FACTORY
PLASTIC COVER.
4. SNAP-IN BLANK MODULE, COLOR
TO MATCH FACEPLATE COLOR.
KEY NOTES:
TYPICAL FOR:
129
STR.A-1A03 STR.A-1A04
44
2
2
RED
RED
2
ORANGE
2
2
RED
RED
3
1
2
ORANGE
TYPICAL
STR.A-1A01 STR.A-1A02 MTR.A-1A01 MTR.A-1A02
44
2
ORANGE
2
ORANGE
MTR.A-1A03 MTR.A-1A04
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-202100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
DE
TA
ILS
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
NOT TO SCALE1ACCESS FLOORBOX - COMM/POWER
NOT TO SCALE2
AV BACKBOX & FLAT PANEL BACKBOXROUGH-IN DETAIL
NOT TO SCALE3
SPECIAL SYSTEMS NETWORK FACEPLATEDETAIL - TYPE 2
46
EXISTING FIBERTERMINATION PANEL
2
4TYPICAL
GFGI NETWORK SWITCH
2
MTR.A-1A01 MTR.A-1A02
2-MM,ORANGE
4-MM,ORANGE
EXISTING MAIN TELECOM ROOM A (MTR.A),RACK MOUNTED IN EXISTING RACK
SHEET NOTE:
MM EQUALS DUAL STRAND
MULTIMODE FIBER CABLE
3
6
AF
5TYPICAL
3
TYPICAL,EA. DEVICE
STR.A-1A03 STR.A-1A04
STR.A-1A01 STR.A-1A02 MTR.A-1A01 MTR.A-1A02
MTR.A-1A03 MTR.A-1A04
62.5u MMFO PATCH PANEL
2
5TYPICAL 5TYPICAL
13
SECURE TELECOM ROOM B (STR.B),RACK MOUNTED IN EXISTING RACK
GFGI NETWORK SWITCH
QTY AS REQ'D 2
STR.A-1A01 STR.A-2A01
3
TYPICAL,EA. DEVICE
2-MM,RED
4-MM,RED
SHEET NOTE:
MM EQUALS DUAL STRAND
MULTIMODE FIBER CABLE
STR.A-1A03 STR.A-1A04
STR.A-1A01 STR.A-1A02 MTR.A-1A01 MTR.A-1A02
MTR.A-1A03 MTR.A-1A04
TELECOM SINGLE LINE DIAGRAM NOTES:
1. FIBER OPTIC HORIZONTAL PATCH PANEL (USE EXISTING IF
APPLICABLE), PROVIDE INDICATED PORT QUANTITY, 62.5u
MULTIMODE WITH 'LC' MODULES; CONFIRM MODULE WITH
TECHNICAL REPRESENTATIVE (UNO). COLOR TO MATCH FACE
PLATE MODULE. LABEL MODULES ACCORDING TO TECHNICAL
REPRESENTATIVE'S REQUIREMENTS OR ADHERE TO TIA 606
LABELING STANDARDS.
2. 62.5u MULTIMODE FIBER OPTIC HORIZONTAL CABLE, DIELECTRIC,
INDOOR/OUTDOOR, PLENUM RATED (IF REQUIRED) PER NFPA.
RUN CONTINUOUS FROM SOURCE TO DESTINATION WITH NO
SPLICES OR TERMINATIONS. TERMINATION MODULE TYPE AND
CABLE COLOR TO MATCH SERVING DEVICES. CONFIRM
TERMINATION MODULE TYPE WITH TECHNICAL REPRESENTATIVE
(UNO). PROVIDE INDICATED STRAND QUANTITY.
3. 62.5u MULTIMODE FIBER OPTIC PATCH CORD; DUAL STRAND,
DIELECTRIC, PRE-MANUFACTURED, FACTORY TERMINATED AND
TESTED. PROVIDE QUANTITY AS REQUIRED, PLUS 10% SPARE.
PATCH CORD TYPE, MODULE, AND COLOR TO MATCH SERVING
DEVICES. CONFIRM ALL PATCH CORD REQUIREMENTS WITH
TECHNICAL REPRESENTATIVE (UNO).
4. UNCLASSIFIED NETWORK OUTLET FOR DATA / VOICE
CONNECTIONS. REFER TO UNCLASSIFIED NETWORK OUTLET
DETAILS.
5. CLASSIFIED / SPECIAL SYSTEMS NETWORK OUTLET. REFER TO
CLASSIFIED / SPECIAL SYSTEMS NETWORK OUTLET DETAILS.
6. EXISTING FIBER TERMINATION PANEL. CONTRACTOR TO INSTALL
LC ADAPTERS INTO EXISTING PANEL.
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-301100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
SIN
GLE
LIN
E D
IAG
RA
MS
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
NOT TO SCALE1
UNCLASS SYSTEM DATA / VoIP SINGLE LINEDIAGRAM
NOT TO SCALE2
SPECIAL SYSTEMS SINGLE LINE DIAGRAM -RED NETWORK
47
SECURE COMM. ROOM
COMM. ROOM
EX
IST
ING
LM
R (
RA
DIO
)
EX
IST
ING
LM
R (
RA
DIO
)
2
1
IA
R
EOF
RCSP
EC
IA
AN
N
PER
LO
ATIO
MM
SCO
D
SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
NR
EV
#
AIR
FO
RC
E SP
ECIA
LO
PER
ATI
ON
S C
OM
MA
ND
1 SP
ECIA
L O
PER
ATI
ON
S C
IVIL
EN
GIN
EER
SQ
UA
DR
ON
HU
RLB
UR
T FI
ELD
, FLO
RID
A
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90208
48
T-401100% DESIGN SUBMITTAL
01/30/2019
TE
LEC
OM
EN
LAR
GE
D P
LAN
S
TBG
DMB
CP1026752
RE
PA
IR C
OM
MA
ND
PO
ST
1
SO
AO
S, B
UIL
DIN
G 9
02
08
N
1/2" = 1'-0"T-401
1
ENLARGED MAIN TELECOM ROOM -
EQUIPMENT PLAN
TELECOM ENLARGED PLAN KEY NOTES:
1 EXISTING SPECIAL SYSTEM RACK.
2 EXISTING UNCLASSIFIED RACK.
0'2' 2' 4'
SCALE: 1/2"=1'-0"
48