Attachment 2_Drawings_6 Sep 17_38 pages.pdf
PDF 7 MB Posted
- Solicitation number
- FA441720R0012
About this file
This solicitation is for renovation work at Building 90322 on Hurlburt Field, Florida. The scope of work includes modifying an existing dormitory area on the first floor northeast wing to accommodate a new office area and command suite. Work will include removing existing dormitory partitions and accessories to install new office spaces, as well as new interior partitions, lighting, HVAC, and electrical. Drawings and specifications provide details on the required renovations. The solicitation was issued by the Department of the Air Force Special Operations Command.
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PO
OL
P OOL
PO
OL
PO
OL
PO
OL
MARY ESTHER, FLORIDA
90322
90323
90326
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
G-001
100% DESIGN SUBMITTAL
1 38
6 September 2017
TI
TL
E
SH
EE
T
TW
RR
RENOVATE OFFICE SPACE,
492 SOACS, BUILDING 90322
HURLBURT FIELD, FLORIDA
FTEV 16 - 1183
HURLBURT MAIN GATE
(NO COMMERCIAL ENTRY)
PASS AND ID OFFICE
BLDG. 90905
NORTH
FIRE DEPARTMENT
BLDG. 90734
MARTIN LUTHER KING
JR. BLVD INTERSECTION
ENTRANCE
COMMERCIAL VEHICLE
INSPECTION ENTRANCE
HURLBURT EAST GATE (NO
COMMERCIAL ENTRANCE)
NORTH
PROJECT SITEBASE MAP
PROJECT
LOCATION:
BUILDING 90322
CONTRACTORS
HAUL ROUTE
HWY. 98
BASE CIVIL
ENGINEER
CODY AVE.
CONTRACTING
SECURITY
POLICE
DOWNS ROAD
INDEPENDENCE ROAD
INDEX OF DRAWINGS
SHEET
NUMBER SHEET NAME
GENERAL
G-001 TITLE SHEET
STRUCTURAL
S-001 GENERAL NOTES & WIND INFORMATION
S-101 SLAB-ON-GRADE PLAN
S-301 SECTIONS AND DETAILS
ARCHITECTURAL
A-001 ABBREVIATIONS AND LEGENDS
A-002 WALL TYPE CONSTRUCTION LEGEND
A-101 FIRST FLOOR EXISTING PLAN
A-102 DEMOLITION PLAN
A-110 FIRST FLOOR PLAN
A-111 FIRST FLOOR DIMENSION PLAN
A-150 REFLECTED CEILING PLAN
A-401 ENLARGED PLANS & INTERIOR ELEVATIONS
A-601 DOOR SCHEDULE, ELEVATIONS AND DETAILS
A-602 DOOR AND WINDOW DETAILS
INTERIOR
I-120 FINISH SCHEDULE
FIRE PROTECTION
F-101 FIRST FLOOR PLAN - DEMOLITION - FIRE PROTECTION
F-102 FIRST FLOOR PLAN - NEW - FIRE PROTECTION
PLUMBING
P-101 PLUMBING PLAN - DEMOLITION
P-102 PLUMBING PLAN - WASTE
P-103 PLUMBING PLAN - WATER
P-104 SCHEDULE AND RISER DIAGRAM
MECHANICAL
M-001 HVAC LEGEND, NOTES & ABBREVIATIONS
M-100 HVAC PLAN - DEMOLITION
M-101 HVAC PLAN - NEW WORK
M-102 ENLARGED HVAC PLAN
M-301 SECTIONS
M-501 HVAC DETAILS
M-601 SCHEDULES
M-701 HVAC SEQUENCE OF OPERATIONS
ELECTRICAL
E-001 PANEL SCHEDULE, RISER, LEGEND
E-002 LIGHTING FIXTURE DETAILS
E-003 OVERALL 1ST & 2ND FLOOR ELECTRICAL PLANS
E-101 ELECTRICAL DEMOLITION PLAN
E-102 LIGHTING PLAN
E-103 POWER PLAN
E-104 FIRE ALARM/MASS NOTIFICATION SYSTEM PLAN
TELECOMMUNICATIONS
T-001 TELE/DATA DETAILS
T-101 TELEPHONE/DATA SYSTEMS PLAN
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
RLT
09/06/17
3.00 REINFORCED CONCRETE
3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301�10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318�11, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. 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 THE FOLLOWING MINIMUM
28 DAY COMPRESSIVE STRENGTHS:
A. FOUNDATIONS 3500 PSI
B. SLAB�ON�GRADE 3500 PSI
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 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".
3.07 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.
3.08 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.
3.09 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI
318�05 PAR.7.7.1):
A. CONCRETE AGAINST EARTH (NOT FORMED): 3"
B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:
1. #6 THROUGH #18 BARS: 2"
2. #5 BARS AND SMALLER: 1�1/2"
C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
1. SLABS AND WALLS: 1"
2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1�1/2"
3.10 DO NOT PLACE DUCTS EXCEEDING ONE�THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALL
UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.
3.11 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURAL
ENGINEER.
3.12 SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28�DAY STRENGTH.
3.13 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)
3.14 FOR CONCRETE PADS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.
4.00 MASONRY
4.01 CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530, BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES AND ACI 530.1, SPECIFICATIONS FOR CONCRETE MASONRY
CONSTRUCTION.
4.02 PROVIDE LIGHTWEIGHT, HOLLOW, CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90, UNLESS
NOTED OTHERWISE.
4.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 1700 PSI.
4.04 PROVIDE TYPE "N" MORTAR IN ACCORDANCE WITH ASTM C270, UNLESS NOTED OTHERWISE.
4.05 VERTICAL CELLS SHALL BE REINFORCED WITH #5 @24" 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 COARSE 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 IN 8" NOMINAL CMU WALLS AND 8" ON CENTER IN 12" NOMINAL CMU WALLS, 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.
1.00 GENERAL NOTES
1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR
RESOLUTION BEFORE PROCEEDING WITH FABRICATION OR CONSTRUCTION.
1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY CONTRACTING
OFFICER OF ANY DISCREPANCY.
1.02 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2015.
1.03 THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:
A. UFC 1�200�01, GENERAL BUILDING REQUIREMENTS
B. UFC 3�301�01, STRUCTURAL ENGINEERING, 1 JUNE 2013, INCLUDING CHANGE 3, DATED 12
SEPTEMBER 2016
C. UFC 3�310�04, SEISMIC DESIGN FOR BUILDINGS
D. UFC 4�010�01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, INCLUDING CHANGE 1, DATED 9 FEBRUARY 2012
E. INTERNATIONAL BUILDING CODE, 2015
F. ASCE 7�10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
G. ACI 302.1 R�5, CONCRETE FLOOR AND SLAB CONSTRUCTION
H. ACI 318�11, BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES
I. ACI 360 R�06, DESIGN OF SLAB ON GRADES
J. AISC 360, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION
K. ACI 530�08, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
1.04 WIND LOADS � STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7�10. SEE WIND
PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:
A. ULTIMATE BASIC WIND SPEED
B. BUILDING RISK CATEGORY
C. WIND EXPOSURE CATEGORY
D. INTERNAL PRESSURE COEFFICIENT
E. COMPONENT & CLADDING WIND PRESSURES
1.05 DESIGN GRAVITY LOADS ARE AS FOLLOWS:
A. SUPERIMPOSED DEAD LOADS:
1. ROOFING AND INSULATION: 3 PSF
2. MECHANICAL, ELECTRICAL, PLUMBING: 6 PSF
3. CEILINGS: 8 PSF
B. LIVE LOADS: (MAY BE REDUCED PER CODE)
1. TYPICAL 2ND FLOOR: 40 PSF
2. STAIRS: 100 PSF
3. ROOFS: 20 PSF
4. SLAB�ON�GRADE: 100 PSF
5. MECHANICAL/ ELECTRICAL/STORAGE ROOMS: 125 PSF
1.06 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.
1.07 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
1.08 CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICT AND/OR OMISSION.
1.09 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE CONTRACTING OFFICER. 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�GRADE
2.01 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.
2.02 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 TOP TWELVE INCHES OF THE SOILS BENEATH FOOTINGS SHALL BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUM
DENSITY.
2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC. SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER.
ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED TO DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THE
EXCAVATION OPERATION.
2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.
2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.
2.06 SLAB�ON�GRADE REQUIREMENTS:
A. UNLESS NOTED OTHERWISE, THE SLAB�ON�GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, PLACED ON COMPACTED SUBGRADE, AND REINFORCED WITH #3 @ 12" O.C. E.W. WITH 3" CLEAR COVER TO EARTH.
B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “C.J.” IF NOT INDICATED, LOCATED JOINTS AT COLUMN CENTERLINES AND AT 15’�0” O.C MAX. SAWCUT CONTROL JOINTS AS SOON AFTER POURING AS POSSIBLE, WHEN CONCRETE WILL NOT RAVEL; 12 HRS. MAX. CURE CONCRETE IN ACCORDANCE WITH ACI 301. BEGIN CURING
IMMEDIATELY AFTER POURING TO LIMIT CRACKING PRIOR TO SAWCUTTING CONTROL JOINTS.
C. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT.
D. VAPOR BARRIER SHALL CONFORM TO ASTM E1745, CLASS A, B, OR C. VAPOR BARRIER SHOULD BE PLACED OVER COMPACTED SUBGRADE. VAPOR BARRIER SHOULD BE OVERLAPPED 6 IN. AND TAPED AT THE JOINTS AND CAREFULLY
FITTED AROUND SERVICE OPENINGS.
REPRESENTATIVE DIAGRAM
WIND LOAD DETERMINATION ASSUMPTIONS � INTERNATIONAL BUILDING CODE 2012
ROOF SLOPE
145 C 37 1/4 ON 12 II ENCLOSED
ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)
ROOF ZONE 1
ROOF ZONE 2 ROOF ZONE 3
WALL ZONE 4 WALL ZONE 5
O�HANG O�HANG
22.5 �55.4 �93.0 50.7 �55.0 �67.6
50 19.3 �52.1 �70.0 45.5 �49.7 �57.2
17.8 �50.7 �60.1 43.3 �47.5 �52.7
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 = 6.0 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. FOR SERVICE
LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES BY 0.60.
SEE TABLES 2.3 AND 2.4 IN ASCE 7�10 FOR MORE INFORMATION ON LOAD COMBINATIONS.
�79.8
�76.6
�75.2
�140.0
�84.2
�60.1
22.5
19.3
17.8
22.5
19.3
17.8
�131.5
�65.9
�37.6
50.7
45.5
43.3
5 5 a a a a
ATFP DESIGN CRITERIA PER UFC 4�010�01 DATED 9 FEBRUARY 2012, CHANGE 1, 1 OCTOBER 2013
BUILDING LOCATION: WITHIN CONTROLLED PERIMETER
BUILDING OCCUPANCY CATEGORY: PRIMARY GATHERING
LEVEL OF PROTECTION: LOW
EXPLOSIVE WEIGHT: TYPE II
STANDOFF DISTANCE PROVIDED: 34 FT. AT EAST GLAZED ENTRY DOOR
D
EU
SOJ
R E
G
IS TERE
R E
E
NIGNED
EPH
ER
IL
SI
U
OL
A
DIOL
F R
STATE OF
No. 54319
E T
ACFIT
C R
E
I
I A
R
E
OF
R C
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
A P
P 'D
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R E
N O
V A
T E
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16!1183
9−6−2017
S-001
100% DESIGN SUBMITTAL
6 September 2017
G E
N E
R A
L N
O T
E S
W
IN
D
IN
F
O R
M A
T
IO
N
JTG
JTG
2 38
UP
C
123456
A
B
D
E
RAMP DOWN
SLAB�ON�GRADE, U.N.O. SHALL BE 6" MINIMUM
THICKNESS REINFORCED WITH #3 @ 12" O.C. E.W.
WITH 2 1/2" CLR. POSITIVE SUPPORT FROM
BOTTOM OF SLAB. SLAB SHALL BE PLACED OVER
A 15 MIL VAPOR BARRIER AND CAPILLARY BREAK
AS INDICATED IN THE GENERAL NOTES SECTION
2.06 ON SHEET S�001.
INFILL EXISTING WINDOW OPENING;
SEE DETAIL 1/S�301
INFILL EXISTING DOOR OPENING;
SEE DETAIL 1/S�301
NOTE FOR NEW GLAZED ENTRY DOOR:
DOOR MANUFACTURER TO PROVIDE
CONNECTION DIRECT TO EXISTING
CONCRETE COLUMNS (JAMBS) AND/OR
TO EXISTING CONCRETE TIE BEAM
LEGEND
= 8" NOMINAL CMU INFILL OPENING IN EXISTING WALL. SEE DETAIL 1/S�301 FOR REINFORCING. PROVIDE HORIZONTAL JOINT REINFORCING AND ADDITIONAL VERTICAL REINFORCING AS OUTLINED IN THE GENERAL NOTES, TYPICAL DETAILS AND SECTIONS IN THESE DRAWINGS. ALL EXTERIOR CMU WALLS SHALL BE FULLY GROUT FILLED.
D
EU
SOJ
R E
G
IS TERE
R E
E
NIGNED
EPH
ER
IL
SI
U
OL
A
DIOL
F R
STATE OF
No. 54319
E T
ACFIT
C R
E
I
I A
R
E
OF
R C
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
A P
P 'D
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R E
N O
V A
T E
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16!1183
9−6−2017
S-101
100% DESIGN SUBMITTAL
6 September 2017
S L
A B
!O N
!G R
A D
E P
L A
N
JTG
JTG
1/4" = 1'-0"S-101
1 SLAB-ON-GRADE PLAN
T.O.SLAB REF. ELEV: 0'�0" U.N.O.
NORTH
PLAN
NORTH
0 2' 4' 8'
SCALE 1/4":1'-0"
1'
3 38
TOP OF EX. OPENING/INFILL
FIELD VERIFY ELEVATIONS
#5x3'�0" DOWELS @ 24" O.C. (2�MIN.
PER OPENING) EPOXIED 3" INTO
EXISTING SLAB/SILL; GROUT FILL
ALL CELLS AND LAP #5 VERT.
REINF WITH DOWELS AS SHOWN.
EX. SLAB OR
CONCRETE SILL
INFILL OPENING TO
MATCH EXISTING
PUNCH INSPECTION
HOLES TO ENSURE
PROPER GROUT FILL.
#5x1'�6" DOWELS @ 24" O.C. (2�MINIMUM
PER OPENING) EPOXIED 3" INTO EXISTING
LINTEL BEAM. GROUT FILL ALL CELLS AND
LAP #5 VERT. REINF WITH DOWELS AS
SHOWN.
2' �9
EX. CONCRETE TIE
BEAM OR OPENING
HEADER
D
EU
SOJ
R E
G
IS TERE
R E
E
NIGNED
EPH
ER
IL
SI
U
OL
A
DIOL
F R
STATE OF
No. 54319
E T
ACFIT
C R
E
I
I A
R
E
OF
R C
SP
EC
IA
AN
N
P
ER
L O
AT
IO
M M
S
CO
D
SHEET REFERENCE:
D A
T E
A P
P 'D
SHEET NUMBER:
OF
D E
S C
R
IP
T
IO
N R
E V
A
IR
F O
R C
E
SP
EC
IA
L O
PE
R
A
TI
O N
S C
O M
M A
N D
SP
EC
IA
L O
PE
R
A
TI
O N
S C
IV
IL
E N
G
IN
EE
R
S Q
U A
D R
O N
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R E
N O
V A
T E
B U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16!1183
9−6−2017
S-301
100% DESIGN SUBMITTAL
6 September 2017
S E
C T
IO
N
S A
N D
D E
T A
IL
S
JTG
JTG
3/4" = 1'-0"S-301
1 INFILL OPENING IN EXISTING CMU WALL
0 6" 1' 2'
SCALE 3/4":1'-0"
4'
4 38
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
NORTH
PLAN
NORTH
A101
SIM
A
SF-22
4 A-200
ROOM NAME
A-201
PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT
A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THE
WALL ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS
PLAN VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL
WALL COMPONENTS AND OPENINGS.
PLAN NORTH
TRUE NORTH
L A/C
ACT
ADJ
AFF
ALT
ALUM
ARCH
AUTO
BD
BLDG
BM
BOT
BRG
BRG PL
BUR
C
CAB
CB
CEM
CF/CI
CF/GI
CI
CID
CIP
CJ
CL
CLG
CLR
CM
CMU
CPT
COL
CONC
COND
CONSTR
CONT
CONTR
COR
CORR
COTR
CU FT
CU YD
D
DET
DF
DIA
DIM
DIV
DS
DW
DWG
E
EF
EL
ELEC
ELEV
EQ
EQUIP
EMER SHR
EWS
EWC
EXH
EXIST
EXT
AND
AT
ANGLE
AIR CONDITION
ACOUSTICAL CEILING TILE
ADJACENT, ADJOINING,
ADJUSTABLE
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ARCHITECT(URAL)
AUTOMATIC
BOARD
BUILDING
BEAM, BENCH MARK
BOTTOM
BEARING
BEARING PLATE
BUILT-UP ROOFING
CHANNEL
CABINET
CATCH BASIN
CEMENT
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED/
GOVERNMENT INSTALLED
CAST IRON
COMPREHENSIVE INTERIOR
DESIGN PACKAGE
CAST-IN-PLACE, CAST IRON PIPE
CONSTRUCTION JOINT/CONTROL
JOINT
CENTER LINE, CLASS, CLOSE
CEILING
CLEAR, COLOR, COOLER
CENTIMETER(S)
CONCRETE MASONRY UNIT
CARPET
COLUMN
CONCRETE
CONDITION
CONSTRUCTION
CONTINUE, CONTINUOUS
CONTRACT, CONTRACTOR
CONTRACTING OFFICER'S
REPRESENTATIVE
CORRIDOR
CONTRACTING OFFICER
TECHNICAL REPRESENTATIVE
CUBIC FEET
CUBIC YARD
DRYER
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DIVISION, DIVIDE
DOWNSPOUT
DISHWASHER
DRAWING
EAST
EACH FACE
ELEVATION
ELECTRIC(AL)
ELEVATOR
EQUAL
EQUIPMENT
EMERGENCY SHOWER
EYE WASH STATION
ELECTRIC WATER COOLER
EXHAUST
EXISTING
EXTERIOR
FAX
FA
FD
FDTN
FE
FEC
FF EL
FIN GR
FLR
FP
FT
FTG
FRZ
GA
GALV
GB
GC
GF/GI
GF/CI
GL
GLZ
GMS
GDR
GR LN
GYP BD
HB
HC
HDBD
HDW
HM
HORIZ
HNDRL
HT
HVAC
IBC
ID
INCL
INSUL
INT
INV
INV EL
JS
KIT
LAM
LAV
LH
M
MAX
MECH
MFR
MH
MIN
MISC
MM
MS
MT
MTD
MTG
MTL
MW
MULL
N
NAT
NIC
NOM
NTS
OC
OD
OF/OI
OF/CI
FACSIMILE
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FINISH GRADE
FLOOR
FIREPROOF
FEET, FOOT
FOOTING
FREEZER
GAGE
GALVANIZED IRON
GRAB BAR
GENERAL CONTRACTOR
GOVERNMENT FURNISHED/
GOVERNMENT INSTALLED
GOVERNMENT FURNISHED/
CONTRACTOR INSTALLED
GLASS
GLAZING
GALVANIZED METAL STUD
GUARDRAIL
GRADE LINE
GYPSUM BOARD
HOSE BIBB
HANDICAP, HOLLOW CORE
HARDBOARD
HARDWARE
HOLLOW METAL
HORIZONTAL
HANDRAIL
HEIGHT
HEATING/VENTILATING/AIR COND
INTERNATIONAL BUILDING CODE
INSIDE DIAMETER
INCLUDED
INSULATION
INTERIOR
INVERT
INVERT ELEVATION
JANITOR SINK
KITCHEN
LAMINATE
LAVATORY
LEFT HAND
METER
MAXIMUM
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MISCELLANEOUS
MILLIMETER
MOP SINK
MOUNT
MOUNTED
MOUNTING
METAL
MICROWAVE
MULLION
NORTH
NATURAL
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISH/
OWNER INSTALLED
OWNER FURNISH/
CONTRACTOR INSTALLED
ABBREVIATIONS
OH
OH DR
OPNG
OPP
PCF
PCC
PL
PLAM
PLYWD
PRKG
PSF
PSI
PT
PVC
QT
R
RA
RCP
RD
REBAR
REF
REG
REINF
RET
REV
RFCP
RFG
RH
RM
ROW
S
SC
SCHED
SD
SECT
SF
SHT
SIM
SPEC
SPKR
SQ
SS
SST
STA
STC
STD
STOR
STRUCT
SUSP
SYMM
SYS
T&B T&G
TE
TEL
THK
TOC
TOP
TOS
TV
TYP
UNO
VERT
VCT
VTR
W W/ W/O
WB
WC
WD
WH
WP
WSCT
WWR
OVERHANG, OVERHEAD
OVERHEAD (COILING) DOOR
OPENING
OPPOSITE
POUNDS PER CUBIC FOOT
PRECAST CONCRETE
PROPERTY LINE
PLASTIC LAMINATE
PLYWOOD
PARKING
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PRESSURE TREATED
POLYVINYL CHLORIDE
QUARRY TILE
RADIUS, RANGE, RISER
RETURN AIR
REFLECTED CEILING PLAN
ROOF DRAIN
REINFORCING STEEL BARS
REFERENCE, REFRIGERATOR
REGISTER
REINFORCE
RETURN
REVISION
REINFORCED CONCRETE PIPE
ROOFING
RIGHT HAND
ROOM
RIGHT OF WAY
SOUTH
SOLID CORE
SCHEDULE
STORM DRAIN
SECTION
SQUARE FOOT(FEET)
SHEET
SIMILAR
SPECIFICATION
SPEAKER
SQUARE
SERVICE SINK
STAINLESS STEEL
STATION
SOUND TRANSMISSION CLASS
STANDARD
STORAGE
STRUCTURAL
SUSPEND
SYMMETRICAL
SYSTEM
TOP AND BOTTOM
TONGUE AND GROOVE
TOP ELEVATION
TELEPHONE
THICKNESS
TOP OF CONCRETE
TOP OF PAVEMENT
TOP OF SLAB, TOP OF STEEL
TELEVISION
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
VINYL COMPOSITION TILE
VENT THROUGH ROOF
WASHER, WEST, WIDE
WITH
WITHOUT
WOOD BASE
WATER CLOSET
WOOD
WATER HEATER
WATERPROOFING
WAINSCOT
WELDED WIRE REINFORCEMENT
A-201
NOTE:
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-001
100% DESIGN SUBMITTAL
5 38
6 September 2017
AB
BR
EV
IA
TI
ON
S
AN
D
LE
GE
ND
S
TW
RR
AR94997
DERETSIGER
A R C H IT
EC
T
FOETATS
FLO R IDARICE
ACREBOR
INTERIOR STUD WALL TYPES
WALL TYPE "3" WALL TYPE "4"
WALL TYPE "6"
WALL TYPE "1"
WALL TYPE "5" WALL TYPE "7"
WALL TYPE "2"
WALL TYPE "8" WALL TYPE "9"
W A L
L
EX
ST
W A L
L
EX
IS
TI
NG W
A L L
EX
ST
EXTERIOR WALL TYPES
WALL TYPE "A" WALL TYPE "B"
EX
T .
W
AL
L
EX
IS
TI
NG
EX
T .
W
AL
L
EX
IS
TI
NG
WALL TYPE "C"
8"
4"1" 1"
1'- 0 1
/8"
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-002
100% DESIGN SUBMITTAL
6 38
6 September 2017
W
AL
L
TY
PE
C
ON
ST
RU
CT
IO
N
LE
GE
ND
TW
RR
WALL TYPE SCHEDULE
MARK DESCRIPTION
1 7/8" GALVANIZED METAL FURRING AT 16" O.C. WITH ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON ONE
SIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE AND SEAL
2 EXISTING 4" CMU WALL WITH FURRING AND GYPSUM WALL BOARD TO REMAIN ON ONE SIDE. PROVIDE NEW 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON RENOVATION SIDE OF WALL. EXTEND TO DECK ABOVE AND SEAL.
3 STC 45 (SA-870717): 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON EACH SIDE WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO DECK ABOVE. SEAL
ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
4 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON EACH SIDE WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY. EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL AND
WALL PERIMETER.
5 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ 1/2" CEMENTITIOUS BACKER BOARD AND TILE ON RESTROOM SIDE WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY. EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL AND WALL
PERIMETER.
6 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON ONE SIDE AND 1/2" CEMENTITIOUS BACKER BOARD AND TILE ON RESTROOM SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITY.
PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER
7 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ 1/2" CEMENTITIOUS BACKER BOARD AND TILE ON BOTH SIDES WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL
PERIMETER
8 EXISTING DOUBLE WIDTH 4" CMU WALL TO REMAIN. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. WITH 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON RECEPTION #103 SIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL
PENETRATIONS THRU WALL AND WALL PERIMETER
9 EXISTING SINGLE WIDTH 4" CMU WALL TO REMAIN. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. WITH 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON RECEPTION #103 SIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL
PENETRATIONS THRU WALL AND WALL PERIMETER
A EXISTING EXTERIOR CMU WALL CONSTRUCTION. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" MOISTURE RESISTANT GYPSUM WALLBOARD. HOLD STUD OFF EXISTING CMU 1". EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. HOLD OFF
EXISTING CMU WALL 1"
B EXISTING EXTERIOR CMU WALL CONSTRUCTION. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 1/2" CEMENTITIOUS BACKER BOARD AND TILE.
PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. STUD FURRING TO BE HELD
OFF EXISTING CMU 4".
C 8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS. PAINT EXTERIOR SIDE OF CMU TO MATCH ADJACENT EXISTING CMU, COLOR EQUAL TO SW TOWNHOUSE TAN SW2186. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD. HOLD STUD OFF EXISTING CMU 1". STUD PARTITION TO EXTEND TO DECK ABOVE. SEAL
ALL PENETRATIONS THRU WALL AND WALL PERIMETER.
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
1234567
A
C
D
B
NEW WORK
AREAEXISTING
AREA TO
REMAIN
NEW WORK
AREA
EXISTING
AREA TO
REMAIN
E
EXISTING STAIR TO
REMAIN
EXISTING FIRE RATE
DOORS AND
FRAMES TO REMAIN
EXISTING METAL
STAIR LANDING
COLUMN TO REMAIN
ALL EXISTING INTERIOR CONCRETE
COLUMNS TO REMAIN, TYPICAL
SLOPE SLOPE
EXISTING FLOOR PLAN NOTES
1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING
DEMOLITION OR NEW CONSTRUCTION.
2. CONTRACTOR TO COORDINATE ALL NEW WORK, POWER AND WATER
OUTAGES WITH BASE CE AND BUILDING POC PRIOR TO START OF
CONSTRUCTION.
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-101
100% DESIGN SUBMITTAL
7 38
6 September 2017
FI
RS
T
FL
OO
R
EX
IS
TI
NG
P
LA
N
TW
RR
1/4" = 1'-0"A-101
1 FIRST FLOOR PLAN - EXISTING
NORTH
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
A
C
D
B
NEW WORK
AREA
EXISTING AREA
TO REMAIN
NEW WORK
AREA
EXISTING AREA
TO REMAIN
E
WALLS ALONG PERIMETER OF
DEMO AREA TO HAVE NEW STUDS
AND FINISH ON INTERIOR SIDE.
PREP WALL TO RECEIVE NEW
STUDS, GYPSUM BOARD FINISH
AND BATT INSULATION (U.N.O)
REMOVE EXISTING DOOR
AND FRAME AND PREPARE
OPENING TO RECEIVE NEW
WALL INFILL
REMOVE EXISTING DOOR
AND FRAME AND PREPARE
OPENING TO RECEIVE NEW
DOOR AND FRAME
REMOVE CONCRETE
RAMP AND PREP AREA
TO RECEIVE NEW
RAMP AND HANDRAILS
EXISTING STAIR AND
SUPPORT TO REMAIN
EXISTING FIRE
RATED DOORS
AND FRAMES
TO REMAIN
WHEN REMOVING INTERIOR FINISHES AROUND
WINDOWS, DO NOT DAMAGE EXISTING
WINDOWS, TYPICAL ALL WINDOWS. ANY
DAMAGE WILL REQUIRE WINDOW TO BE
REPAIRED OR REPLACED.
E
E
E
E
E
REMOVE EXISTING
WINDOW, FRAME AND SILL
AND PREPARE OPENING TO
RECEIVE NEW PARTIAL
WALL INFILL
REMOVE EXISTING
SIDEWALK TO EXTENT
OF NEW RAMP
LOCATION ONLY
NEW FINISH ON ONE SIDE ONLY.
WALL STRUCTURE TO REMAIN.
PREP WALL TO RECEIVE NEW
FURRING AND GYPSUM BOARD
FINISH
EXISTING LAUNDRY ROOM FLOORING TO BE
REMOVED. PREPARE FLOOR AREA TO
RECEIVE NEW FLOORING.
WHEN REMOVING INTERIOR FINISHES
AROUND WINDOWS, DO NOT DAMAGE
EXISTING WINDOWS, TYPICAL ALL
WINDOWS. ANY DAMAGE WILL REQUIRE
WINDOW TO BE REPAIRED OR REPLACED.
DEMO FLOOR SLAB FOR ROUTING OF
ELECTRICAL AND COMM TO NEW
CONFERENCE ROOM TABLE.
COORDINATE WITH LOCATION OF
NEW TABLE PRIOR TO DEMO.
FI
EL
D
VE
R I
FY
9'- 0"
FIELD VERIFY
1'-6"
FIELD VERIFY
4'-4"
SAW CUT EXISTING
SLAB TO
ACCOMODATE NEW
PLUMBING AND
FIXTURES, SEE P-102
REMOVE EXISTING WINDOW
SILLS AND PREPARE WALL
TO RECEIVE NEW SILLS,
TYPICAL ALL SILLS.
2'- 6"
7'- 0"
1'-6"
DEMO FLOOR SLAB FOR ROUTING
OF PLUMBING CONDENSATE DRAIN
PREP WALLS IN JANITORS
ROOM 102 TO RECEIVE NEW
PAINT, SEE INTERIOR FINISH
SCHEDULE
REMOVE EXISTING WINDOW
SILLS AND PREPARE WALL
TO RECEIVE NEW SILLS,
TYPICAL ALL SILLS.
EXISTING DOOR TO REMAIN
REMOVE EXISTING DOOR, FRAME
AND HARDWARE
REMOVE EXISTING WALL
CONSTRUCTION (AS INDICATED WITH
DASHED LINES)
EXISTING WALL CONSTRUCTION TO
REMAIN (AS INDICATED WITH LIGHT
SOLID LINES)
GRAPHIC LEGEND
REMOVE EXISTING SINK, VANITY,
CABINET AND ASSOCIATED PLUMBING,
SEE PLUMBING DRAWINGS
REMOVE EXISTING TOILET AND
ASSOCIATED PLUMBING, SEE
PLUMBING DRAWINGS
REMOVE EXISTING SHOWER
STALLS, CONCRETE PLATFORM
AND ASSOCIATED PLUMBING, SEE
PLUMBING DRAWINGS
E
1. THE GOVERNMENT WILL REMOVE EQUIPMENT AND FURNISHINGS PRIOR TO THE BUILDING DEMOLITION.
2. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITION
REQUIREMENTS.
3. PATCH AND REPAIR FLOOR AT DEMOLISHED WALL LOCATIONS. ALL CONCRETE FLOOR SHALL BE FLUSH
AND LEVEL TO RECEIVE NEW FLOOR FINISH.
4. DEMOLISH AND REMOVE ALL CEILING SYSTEMS AND PREPARE AREA TO RECEIVE NEW SUSPENDED
CEILING.
5. REMOVE ALL WALL SYSTEMS INDICATED IN THEIR ENTIRETY.
6. REMOVE ALL FIXTURES, ACCESSORIES AND FLOOR TILE IN DORM UNITS IN THEIR ENTIRETY. SEE
PLUMBING AND ELECTRICAL DRAWINGS FOR EXTENTS OF DEMOLITION .
7. ALL EXISTING FLOOR FINISHES SHALL BE REMOVED. PREP ALL FLOORS TO RECEIVED NEW FLOOR FINISH.
DEMOLITION NOTES I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-102
100% DESIGN SUBMITTAL
8 38
6 September 2017
DE
MO
LI
TI
ON
P
LA
N
TW
TW
1/4" = 1'-0"A-102
1 FIRST FLOOR PLAN - DEMOLITION
NORTH
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
RLT
09/06/17
REMOVE EXISTING FIRE
HOSE CABINET. EXISTING
FIRE PROTECTION HOSE
CONNECTION SHALL
REMAIN.
1255149268C Rectangle
1255149268C Polygonal Line
A
C
D
B
CO
OPEN
OFFICE
SEL
OFFICE
JANITOR
RAMP
DOWN
ELEVATOR
CORRIDOR
EXISTING
WINDOWS WITH
OPAQUE FILM
NEW WORK
AREA
EXISTING AREA
TO REMAIN
NEW WORK
AREA
EXISTING
AREA TO
REMAIN
CONFERENCE
ROOM
MECHANICAL
E
LOBBY
ELEV.
EQUIP.
A
A-401
104B
106B
A
A
A
1 TYP.
A
E
E
E
E
E
EWC
UNISEX
TOILET
UNISEX
TOILET
CM
A-401
C
B
C
FE
C
FM
EXISITING
SINK TO
REMAIN
A-401
STORAGE
STORAGE STORAGE STORAGE
STORAGESTORAGESTORAGE
AEXISTING
WINDOWS WITH
OPAQUE FILM
1 1
I-120
FRP1
TYP
A
PREPARE FLOOR AREA TO RECEIVE NEW
FLOORING, INCLUDING FLOATING EXISTING
AREA TO MAKE LEVEL AS REQUIRED.
A
SIM.
PROVIDE
BLOCKING FOR
MOUNT
A AA
RECEPTION
CELL PHONE LOCKER,
(QTY 30) BASIS OF
DESIGN - SALSBURY
19000 SERIES
XO
104A
GRAPHIC LEGEND
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
DOOR NUMBER
WINDOW TYPE
WALL TYPE
SEMI RECESSED FIRE EXTINGUISHER
CABINET WITH CLASS 4A:808:C FIRE
EXTINGUISHER
FECNEW WALL CONSTRUCTION, SEE WALL
CONSTRUCTION LEGEND, SHEET A-002
EXISTING WALL
EWC ELECTRIC WATER COOLER,
SEE PLUMBING DRAWINGS
EXISTING DOOR TO REMAIN
E
SF1
CM COFFEE MAKER, GF/GI FM FLAT SCREEN MONITOR, GF/GI
CLASS 4A:808:C FIRE EXTINGUISHER
FE
SIGNAGE MARK
SEE I-120 FOR INFORMATION101
GENERAL NOTES
1. SEE SHEET A-002 FOR WALL CONSTRUCTION LEGEND.
2. ALL FURNITURE SHOWN IS FOR REFERENCE ONLY, GF/GI.
3. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" OC MAX.
4. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES,
AND OTHER WALL MOUNTED ITEMS.
5. 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.
6. ALL EXISTING WINDOWS TO REMAIN IN RENOVATED AREA TO RECEIVE NEW SOLID SURFACE
WINDOW SILLS.
7. CONTRACTOR TO PROVIDE BLACK OUT WINDOW BLINDS FOR ALL WINDOWS, SEE INTERIOR
DRAWINGS.
8. PATCH AND REPAIR ALL FLOOR SLABS FOR UNDER FLOOR SLAB UTILITIES TO MATCH
EXISTING ADJACENT CONCRETE, INCLUDING VAPOR BARRIER. PREP FOR NEW FLOOR FINISH.
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R E
N O
V A
T E
B
U I L D
I N
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
I A
R
E
OF
RC
SP
EC
IA
AN
N P
ER
L O
AT
IO
M M S
CO
D
A-110
100% DESIGN SUBMITTAL
9 38
6 September 2017
FI
RS
T
FL
OO
R
PL
AN
TW
RR
1/4" = 1'-0"
A-110
1 FIRST FLOOR PLAN
NORTH
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
PROVIDE AND INSTALL NEW FIRE
HOSE CABINET. EXISTING FIRE
PROTECTION HOSE CONNECTION
SHALL REMAIN.
1255149268C Rectangle
1255149268C Rectangle
1255149268C Polygonal Line
A
C
D
B
E
CO
OPEN
OFFICE
SEL
OFFICE
UNISEX
TOILET
JANITOR
RAMP DOWN
ELEVATOR
CORRIDOR
NEW WORK
AREA
EXISTING
AREA TO
REMAIN
NEW WORK
AREA
EXISTING
AREA TO
REMAIN
CONFERENCE
ROOM
MECHANICAL
UNISEX
TOILET
LOBBY
ELEV.
EQUIP.
4'-6"
14'-2" 14'-0" 39'-3"
1'-3" 12'-2" 11'-4" 30'-0" 2'-7" 10'-1"
2'- 7"
'-4
A-401
5'-0"
A-401
'-8
1/ 2"
4" T
YP
4"
1'-4 1/2"
ALIGN EDGE OF STUD
WITH EDGE OF
EXITING COLUMN, TYP.
4'-8"
'-8
4'-
5 3 /4"
6'-8"
8'- 5"
5'-7"
A-401
12'-1"
1/2
5 7 /8"
5 3 /8"
RECEPTION
XO
3'-5"
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R E
N O
V A
I L D
I N
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
I A
R
E
OF
RC
SP
EC
IA
AN
N P
ER
L O
AT
IO
M M S
CO
D
A-111
100% DESIGN SUBMITTAL
10 38
6 September 2017
FI
RS
T
FL
OO
R
DI
ME
NS
IO
N
PL
AN
TW
TW
1/4" = 1'-0"
A-111
1 FIRST FLOOR DIMENSION PLAN
NORTH
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1. PROVIDE ACCESS PANELS IN GYPSUM BOARD
CEILING AT LOCATIONS REQUIRING MAINTENANCE
ACCESS TO PLUMBING, MECHANICAL, AND
ELECTRICAL COMPONENTS.
2. PROVIDE 2X4 ACOUSTICAL CEILING TILES IN ROOMS
WHERE LAYOUT DOES NOT PERMIT AT LEAST A HALF
2X2 TILE.
3. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURES
AND MECHANICAL VENTS SHALL BE CENTERED
WITHIN CEILING TILES UNLESS NOTED OTHERWISE.
4. FEILD VERIFY ALL EXSITING ABOVE CEILING
CONDITIONS TO REMAIN AND CORRDINATE NEW
ABOVE CEILING
REFLECTED
CEILING NOTES
GRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL
TILE LAY-IN CEILING WITH GRID
LIGHTING FIXTURE, SEE
ELECTRICAL DRAWINGS
CEILING FIXTURE, SEE
ELECTRICAL DRAWINGS
CEILING DIFFUSER, SEE
MECHANICAL DRAWINGS
SUPPLY AIR GRILLE, SEE
MECHANICAL DRAWINGS
EXIT LIGHT, SEE ELECTRICAL
AND LIFE SAFETY DRAWINGS
FOR DIRECTIONAL INFORMATION
CEILING EXHAUST, SEE
MECHANICAL DRAWINGS
CEILING HEIGHT
ROOM NUMBER DESIGNATION
SUSPENDED GYPSUM BOARD
CEILING (PAINTED)
OPEN TO STRUCTURE ABOVE
(PAINTED) 101
8'-0"
CEILING MOUNTED ACCESS PANEL,
COORDINATE SIZE AND LOCATION
W/ MECHANICAL DRAWINGS
F
FIRE ALARM/MASS NOTIFICATION
FLUSH CEILING MOUNTED
SPEAKER/STROBE, SEE FIRE ALARM
DRAWINGS
CEILING MOUNTED OCCUPANCY
SENSOR
EMERGENCY LIGHTING FIXTURE,
SEE ELECTRICAL DRAWINGSRH
NEW
WORK
AREA
EXISTING
AREA TO
REMAIN
NEW
WORK
AREA
EXISTING
AREA TO
REMAIN
8'-0" 8'-0" 8'-0"
7'-8"
8'-0"
105103104
11 1
EXISTING CEILING
IN LOBBY AND
STAIRS TO REMAIN
8'-0"
8'-0"
8'-0"
8'-0" 1
8'-8"8'-8"
A-602 8'-8" 8'-8"
8'-8"
8'-0"
7'-6"
A-602
SIM.
8'-8"
8'-8"
F
F
F
F
FF F
F
F
RH RH
RH RH RHRH
RH RH
8'-8"
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R E
N O
V A
I L D
I N
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
IA
R
E
OF
R C
SP
EC
IA
AN
N P
ER
L O
AT
IO
M M S
CO
D
A-150
100% DESIGN SUBMITTAL
11 38
6 September 2017
RE
FL
EC
TE
D
CE
IL
IN
G
PL
AN
TW
RR
NORTH
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
1/4" = 1'-0"
A-150
2 FIRST FLOOR REFLECTED CEILING PLAN
A
B
AC
AC
UNISEX
TOILET
UNISEX
TOILET
D
A
B
E
F
G
H
H
A
B
D
E
F G
C
C
B
8'- 5"
6'- 7"
1'-3" 6'-7" 5'-7"
8"
" M
AX
" M
IN
" M
IN
6" MAX.
9" M
IN
" M
AX
18"
B
E A B
D
D
" M
IN
H
PTD
8" MIN.
36" MIN. MAX.
6"
"-1
9"
17" MIN.
" M
AX
9" M
IN
G
PTDWR
CLEAR KNEE
SPACE
36" MIN. MAX.
6"
A
C D
1/
2"
MAX.
12" 42" MIN.
"-1
9"
54" MIN.
B
TTD @ ADA STALL - CENTERLINE
OF UNIT EVEN WITH FRONT
EDGE OF WATER CLOSET
STANDARD STALL ADA STALL
C
12"
/2
ADA STALL
GRAPHIC LEGEND
ROOM NAME / NUMBER
DESIGNATION101
ROOM NAME
AC ACCESSIBLE RADIUS
HR PREFINISHED ALUMINUM
ANODIZED FINISH HANDRAIL
C
B
RAMP
DOWN
7'-0"
FI
EL
D
VE
RI
FY
4'-
1'-0"1'- 0"
HR
EXISTING COLUMN
TO REMAIN
5'-0"
0"
HR
6'-
1/ 2" -1/2"
LANDING
A-601
A
A
" M
IN
FI
EL
D
VE
RI
FY
5'- 4"
PLACE NEW HANDRAIL AS
CLOSE TO EXISTING COLUMN
AS POSSIBLE TO PROVIDE
MINIMUM ADA CLEARANCES
1'-0"
A-401
EXISTING LANDING +/- 7" FORM
FINISHED FLOOR ELEVATION.
CONTRACTOR TO FIELD VERIFY
PRIOR TO CONSTRUCTION OF
RAMP.
CONTRACTOR TO VERIFY 60" MIN.
EXISTING CONCRETE LANDING IS
PROVIDED OR PROVIDE NEW
CONCRETE LANDING.
A-401
2'- 6"
1'- 6"
3'- 0"
7'- 0"
3/4" PANEL SHELF W/
PLASTIC LAMINATE FINISH
ON ADJUSTABLE SHELF
STANDARDS, SEE I-120
SOLID SURFACE
COUNTERTOP WITH
BACKSPLASH AND
SURROUND, SEE INTERIORS.
3/4" PANEL WITH PLASTIC
LAMINATE FINISH, SEE
INTERIORS, I-120
4" 4"
COFFEE MAKER, GF/GI
FIELD VERIFY
5'-0"
A-401
2'-6" 2'-6"
3/4" PANEL SHELF W/
PLASTIC LAMINATE FINISH
ON ADJUSTABLE SHELF
STANDARDS, SEE I-120
3/4" PANEL WITH PLASTIC
LAMINATE FINISH, SEE
INTERIORS, I-120
3"
2'- 6"
1'- 8"
3'- 0"
1/2" PANEL WITH CABINET LINER
1/2" THICK SOLID SURFACE
COUNTERTOP AND BACKSPLASH
SEE INTERIORS, I-120
1/2" PANEL WITH CABINET LINER
WALL BASE, SEE FINISH SCHEDULE
PT 1X WOOD FRAMING TO
SUPPORT COUNTERTOP
1/2"
2"6" 2'-
0" 4"
4"
SEALANT
WIRE PULL, TYP.
1'-2"
2'-0"
3/4" PANEL SHELF W/ PLASTIC
LAMINATE FINISH ON ADJUSTABLE
SHELF STANDARDS, SEE I-120
3/4" PANEL WITH PLASTIC
LAMINATE FINISH, SEE
INTERIORS, I-120
3/4" PANEL WITH PLASTIC LAMINATE
FINISH, SEE INTERIORS, I-120
3/4" PANEL SHELF W/ PLASTIC
LAMINATE FINISH ON ADJUSTABLE
SHELF STANDARDS, SEE I-120
FIRST FLOOR
PLAN
0"
2'-
1'-0"
1/2
1" / 1'-0"
-7 1/2" +/-
FIELD VERIFY
1'-0"
EQUAL EQUAL
PREFINISHED ALUMINUM
ANODIZED FINISH HANDRAIL
PREFINISHED
ALUMINUM ANODIZED
FINISH POSTS
5'-0" MIN. LANDING 5'-0" LANDING7'-0"
EXISTING COLUMN
TO REMAIN
BASE FLANGE FASTENED INTO
CONCRETE WITH 1/2" STAINLESS
STEEL EXPANSION ANCHORS
1 1 /2"
PREFINISHED ALUMINUM ANODIZED
FINISH HANDRAIL
EXISTING COLUMN TO REMAIN
EDGE OF EXISTING WALL
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-401
100% DESIGN SUBMITTAL
12 38
6 September 2017
EN
LA
RG
ED
P
LA
NS
IN
TE
RI
OR
E
LE
VA
TI
ON
S
TW
RR
1/4" = 1'-0"A-401
1 ENLARGED RESTROOM PLAN
NORTH
PLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
ACCESSORY SCHEDULE
MARK ITEM/DESCRIPTION ABBREV. MFR. (BASIS OF DESIGN) MODEL (BASIS OF DESIGN)
A GRAB BAR (36") GB1 BOBRICK B-5806 x 36
B GRAB BAR (42") GB2 BOBRICK B-5806-42
C DOUBLE ROLL TOILET TISSUE DISPENSER TTD BOBRICK B-274
D SANITARY NAPKIN DISPOSAL SND BOBRICK B-254
E WARDROBE HOOK WH BOBRICK B-212, QTY 2 HOOOKS MOUNT AT 44" AND 60" A.F.F.
F WALL MOUNTED SOAP DISPENSER SD BOBRICK B-5050
G 24" X 36" MIRROR (ADA) M1 BOBRICK B-165 24 X 36
H PAPER TOWEL/WASTE RECEPTACLE - SEMI RECESSED PTDWR BOBRICK B-3942
3/8" = 1'-0"A-401
3 TYPICAL MOUNTING HEIGHTS
1/4" = 1'-0"A-401
2 ENLARGED EXTERIOR LANDING AND RAMP
NORTH
PLAN
NORTH
3/4" = 1'-0"A-401
4 CASEWORK ELEVATION
SCALE: 3/4" = 1'-0"
0 8" 1'-4" 2'-8"
3/4" = 1'-0"A-401
5 CASEWORK SECTION
SCALE: 3/8" = 1'-0"
0 1'-4" 2'-8" 5'-4"
3/4" = 1'-0"A-401
6 HANDRAIL ELEVATION
3/4" = 1'-0"A-401
7 HANDRAIL AT EXTERIOR RAMP AND EXISTING COLUMN
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
EXTERIOR
HM DOOR
(A)
HOLLOW METAL
(HM) FRAME
(1)
SEE SCHED
SE
E
SC
HE
D
2" 2"
2"
HOLLOW METAL (HM)
FRAME AND SIDELIGHT
(2)
SEE SCHED
SE
E
SC
HE
D
2" 2"
4"
DOOR FRAME ELEVATIONS
INTERIOR
SE
E
SC
HE
D
SEE SCHED
SOLID CORE
WOOD(WD) DOOR
(B)
NOTE: SEE SCHEDULE FOR
GLAZING AND LOUVER OPENINGSDOOR ELEVATIONS GLAZING LEGEND
TG - 1/4" TEMPERED GLASS (CLEAR)
NOT USED
(C)
4'-8"SE
E
SC
HE
D
SEE SCHED
SOLID CORE WOOD(WD)
DOOR (LOUVERED)
(E)
" M
IN
2'- 0"
2'-4"
SEE SCHED
SE
E
SC
HE
D
6"
TG
FULL PANEL (AS
SCHEDULED)
SOLID CORE
WOOD(WD) DOOR
(D)
6"
SEE SCHED
SE
E
SC
HE
D
6"
TG
VISION PANEL
(AS SCHEDULED)
6"
TG
TG
8"
2'- 6"
FIRST FLOOR
PLAN
0"
FIELD VERIFY
4'-7 1/4"
7'- 4"
2"
EQ
2"
A-602
A-602
A-602
6"
6"
VISION
PANEL
TG
TG
TG
EQ
4"
3'-0"
3'-3" 1'-4 1/4"
2" TYPICAL
A-602
2'- 6"
8"
6" 6'-
0" 6"
6" 2'-0" 6"
3" 1'-6" 3"
EQ
UA
L
EQ
UA
L
SQUADRON
NAME
5'- 0"
SOLID CORE WOOD DOOR WITH FULL
GLAZING, SEE DOOR SCHEDULE
DOOR GLAZING, TG
SQUADRON LOGO TRANSFER,
PROVIDED BY CONTRACTOR
VERIFY SIZE AND LOCATION OF
LOGO AND COORDINATE
INSTALLATION WITH CONTRACTING
OFFICER
SQUADRON NAME, PROVIDED
BY CONTRACTING OFFICER.
VERIFY NAME, SIZE, FONT AND
LOCATION
HOLLOW METAL FRAME AS
SCHEDULED
NOTE: ALL DOOR TRANSFERS TO
BE PROVIDED AND INSTALLED BY
CONTRACTOR. CONTRACTOR TO
VERIFY SIZE, TYPE AND LOCATION
WITH CONTRACTING OFFICER
PRIOR TO CONSTRUCTION.
HARDWARE SET 1 - DOOR 101; EXIT, EXTERIOR
3 EA HINGES, NRP A5112 630
1 EA EXIT DEVICE TYPE 6, F01
1 EA CLOSER C02021 689
1 SET WEATHERSTRIPPING MANUFACTURER'S STANDARD
HARDWARE SET 2 - DOOR 102; JANITOR CLOSET
3 EA HINGES A8112 626
1 EA LOCKSET F41
2 EA LEVER HANDLES 626
1 EA FLOOR STOP L02141
1 SET SILENCERS L03011
1 SET KICKPLATE 10"X34" J102 630
HARDWARE SET 3 - DOOR 103, 104A, 110
3 EA HINGES A8112 626
1 EA LOCKSET F41
2 EA LEVER HANDLES 626
1 EA FLOOR STOP L02141
1 EA CLOSER C02021 689
1 SET SILENCERS L03011
1 SET KICKPLATE 10"X34" J102 630
HARDWARE SET 4 - DOOR 104B, 105
3 EA HINGES A8112 626
1 EA LOCKSET F41
2 EA LEVER HANDLES 626
1 EA FLOOR STOP L02141
1 SET SILENCERS L03011
1 SET KICKPLATE 10"X34" J102 630
HARDWARE SCHEDULE
HARDWARE SET 5 - DOOR 106B
3 EA HINGES A8112 626
1 EA LOCKSET F41
1 EA EXIT DEVICE TYPE 3, F09 630
1 EA LEVER HANDLE 626
1 EA FLOOR STOP L02141
1 EA CLOSER C02021 689
1 SET SILENCERS L03011 626
1 SET KICKPLATE 10"X34" J102 630
HARDWARE SET 6 - DOOR 107
3 EA HINGES A8112 626
1 EA LOCKSET F87
2 EA LEVER HANDLES 626
1 EA FLOOR STOP L02141
1 EA CLOSER C02021 689
1 SET SILENCERS L03011
1 SET KICKPLATE 10"X34" J102 630
HARDWARE SET 7 - DOOR 109
3 EA HINGES A8111, NRP 626
1 EA LOCKSET F90
2 EA LEVER HANDLES 626
1 EA FLOOR STOP L02141
1 SET SOUND GASKET 626
1 EA DOOR BOTTOM ROY346
1 SET KICKPLATE 10"X34" J102 630
HARDWARE SET 8 - DOOR 111, 112 - TOILET ROOM
3 EA HINGES A8112 626
1 EA LOCKSET F37
2 EA LEVER HANDLES 626
1 EA WALL STOP L02251
1 EA CLOSER C02021 689
1 SET KICKPLATE 10"X34" J102 630
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-601
100% DESIGN SUBMITTAL
13 38
6 September 2017
DO
OR
S
CH
ED
UL
E, E
LE
VA
TI
ON
S
AN
D
DE
TA
IL
S
TW
RR
DOOR SCHEDULE
DOOR FRAME
STC
RATING
HARDWARE
COMMENTSMARK
SIZE
MAT ELEV GLAZING
LOUVER
MAT ELEV
DETAIL
SET NO
KEYSIDE
ROOM
NUMBERWD HT THK WD HT HEAD JAMB SILL
101 3'-0" 7'-2" HM A NARROW HM 5/A-601 1/A-601 2/A-601 3&4/A-601 1 EXT SEE STRUCTURAL FOR BLAST REQUIREMENTS
102 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 2 101
103 3'-0" 7'-0" 1 3/4" WD D FULL HM 2 1/A-602 2/A-602 - 3 101
104A 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 3 101
104B 3'-0" 7'-0" 1 3/4" WD B FULL HM 1 1/A-602 2/A-602 - 4 103
105 3'-0" 7'-0" 1 3/4" WD B NARROW HM 1 1/A-602 2/A-602 - 4 104
106B 3'-0" 7'-0" 1 3/4" WD D FULL HM 1 1/A-602 2/A-602 - 5 101
107 3'-0" 7'-0" 1 3/4" WD E - 2'-4" 2'-0" HM 1 1/A-602 2/A-602 - 6 106
109 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 35 7 101
110 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 3 101
111 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 8 101
112 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 8 101
3/4" = 1'-0"A-601
5 HOLLOW METAL DOOR AND FRAME ELEVATION
SCALE: 3" = 1'-0"
0 2" 4" 8"
SCALE: 3/4" = 1'-0"
0 8" 1'-4" 2'-8"
3/4" = 1'-0"A-601
6 WOOD DOOR WITH SQUADRON LOGO
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
ACOUSTICAL TRANSITION
TRIM, BASIS OF DESIGN ,
ARMSTRONG AXIOM 8"
TRANSITION
ACOUSTICAL
CEILING TILE
8'-8"
ACOUSTICAL
CEILING TILE
6"
8'-0"
EXISTING CONCRETE
BEAM AND FLOOR
ABOVE TO REMAIN
PROVIDE NEW 2 1/2"
GALVANIZED METAL
STUDS @ 16" O.C.
EXISTING ALUMINUM
WINDOW SYSTEM TO
REMAIN
PROVIDE NEW 5/8"
GYPSUM WALLBOARD
ON NEW METAL
STUDS
2" HOLLOW METAL DOOR
FRAME, PAINT
DOOR AS SCHEDULED
GYPSUM WALL BOARD ON
GALVANIZED METAL STUD
FRAMING, SEE WALL TYPE /
CONSTRUCTION LEGEND ON
SHEET A-002 FOR SPECIFIC STUD
AND GYPSUM BOARD
REQUIREMENTS
CONTINUOUS SEALANT,
TYP.
INSULATION AS SCHEDULED
16 GA GALVANIZED STEEL STUD
HEADER (DOUBLE STUDS AT JAMBS)
2"
DOOR AS SCHEDULED
JAMB ANCHORS, 3
PER SIDE (MIN.)
HOLLOW METAL
DOOR FRAME, PAINT
CONTINUOUS SEALANT, TYP.
GYPSUM WALL BOARD ON GALVANIZED
METAL STUD FRAMING, SEE WALL TYPE
/ CONSTRUCTION LEGEND ON SHEET
A-002 FOR SPECIFIC STUD AND GYPSUM
BOARD REQUIREMENTS
GALVANIZED METAL DOUBLE STUD @ JAMB
INSULATION AS SCHEDULED
EXISTING WALL TO REMAIN
PREPARE EXISTING OPENING TO
RECEIVE NEW HOLLOW METAL DOOR
AND WINDOW FRAME
2 1/2" GALVANIZED METAL
STUD FRAMING
5/8" GYPSUM WALLBOARD
SEALANT
BACKER ROD AND SEALANT,
BOTH SIDES
SHIM AS REQUIRED
HOLLOW METAL DOOR AND WINDOW
FRAME
7 5/8"
EXISTING WALL TO REMAIN
PROVIDE NEW 5/8" GYPSUM WALLBOARD
2 1/2" GALVANIZED METAL STUD
FRAMING
EXTERIOR
HOLLOW METAL
DOOR AND FRAME
BACKER ROD AND
SEALANT, BOTH SIDES
SHIM AS REQUIRED
SEALANT
PREPARE EXISTING
OPENING TO
RECEIVE NEW
HOLLOW METAL
DOOR AND WINDOW
SYSTEM
1" 4 1
/8"
NEW CONCRETE
LANDING, SEE
STRUCTURAL
HOLLOW METAL WINDOW
SYSTEM
BACKER ROD AND
SEALANT
SHIM AS REQUIRED
PREFINIHSED METAL SILL
FLASHING, TURN UP BEHIND
FRAME AND SIDES OF FRAME AND
SEAL INSIDE CORNERS, ,SET IN
FULL BED OF SEALANT
PREPARE EXISTING
OPENING TO RECEIVE
NEW DOOR AND
WINDOW SYSTEM
WALL BEYOND
1/2
EXISTING CONCRETE
SLAB TO REMAIN
BACKER ROD AND SEALANT
DOOR AS SCHEDULED
THRESHOLD, SET IN
CONTINUOUS BED OF MASTIC
HOLLOW METAL FRAME AS
SCHEDULED, BEYOND, PAINTED
FLOOR FINISH AS SCHEDULED,
SEE SHEET I-120
EXISTING CONCRETE SLAB
THRESHOLD STOP STRIP
W/ NEOPRENE GASKET,
SET IN SEALANT
6"
1/4
1/4 " M
AX
SEALANT
I A
R
E
OF
RC
SP
E C
IA
AN
N P
ER
L O
AT
IO
M M
SC
O
D
SHEET REFERENCE:
DA
TE
AP
P'
D
SHEET NUMBER:
OF
DE
SC
RI
PT
IO
N
RE
V
AI
R
FO
RC
E
SP
EC
IA
L
OP
ER
AT
IO
NS
C
OM
M
AN
D
SP
EC
IA
L
OP
ER
AT
IO
NS
C
IV
IL
E
NG
IN
EE
R
SQ
UA
DR
ON
HU
RL
BU
RT
F
IE
LD
, F
LO
RI
DA
R
EN
O
VA
TE
B
U
IL
D
IN
G
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-602
100% DESIGN SUBMITTAL
14 38
6 September 2017
DO
OR
A
ND
W
IN
DO
W
D
ET
AI
LS
TW
TW
3" = 1'-0"A-602
3 WINDOW HEAD/CEILING DETAIL
3" = 1'-0"A-602
1 INTERIOR DOOR HEAD DETAIL
3" = 1'-0"A-602
2 INTEROR DOOR JAMB DETAIL
SCALE: 3" = 1'-0"
0 2" 4" 8"
AR94997
DERETSIGER
A R C H IT EC
T
FOETATS
FLO R IDARICE
ACREBOR
RLT
09/06/17
3" = 1'-0"A-602
4 HOLLOW METAL HEAD DETAIL
3" = 1'-0"A-602
5 HOLLOW METAL JAMB DETAIL
3" = 1'-0"A-602
7 HOLLOW METAL SILL DETAIL
3" = 1'-0"A-602
6 HOLLOW METAL DOOR THRESHOLD DETAIL
FINISH SCHEDULE REMARKS
1. CABINET COUNTERTOP TO BE SOLID SURFACE. CABINET BASE TO BE PLASTIC LAMINATE WITH PVC MATCHING
EDGE BANDING AT EXPOSED EDGES. INSIDE OF CABINET SHALL BE WHITE.
2. LVT- LUXURY VINYL TILE, TO BE INSTALLED WITH LENGTH OF PLANKS RUNNING PARALLEL TO SIDE WALLS OF
CORRIDOR. INSTALL PLANKS IN A STAGGERED LINEAR PATTERN.
3. INSTALL MODULAR CARPET TILES, MCT1, IN MONOLITHIC PATTERN.
4. APPLY FRP1 ON SOUTH, WEST AND NORTH WALLS ADJACENT TO MOP SINK TO HEIGHT OF 48". PROVIDE END, TOP
AND CORNER TRIM.
1. ALL FINISHES LISTED HERE ARE BASED ON "PLAN NORTH" AS INDICATED ON FLOOR PLANS.
2. REFER TO REFLECTED CEILING PLAN SHEET(S) A-150 FOR CEILING HEIGHTS.
3. REFER TO SHEET I-120 FOR EXTENT OF FLOOR FINISHES.
4. LOBBY #100 IS EXISTING SPACE WITH NO NEW WORK.
5. ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE PAINTED PT1, SEMI-GLOSS FINISH.
6. ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES SHALL BE COLOR: BEIGE
7. ALL PLUMBING FIXTURES SHALL BE WHITE.
8. INSTALL PA3, MCT AND LVT FLOOR FINISH MATERIAL WITH SCHLUTER SYSTEM (OR EQUAL) METAL EDGE TRIM AT
JUNCTURE OF DISSIMILAR MATERIALS; I.E. PORCELAIN PAVER AND LUXURY VINYL TILE.
9. ALL EXPOSED STRUCTURE SHALL BE PAINTED PT3.
10. CORNER GUARDS SHALL EXTEND FROM TOP OF WALL BASE TO CEILING. PROVIDE CORNER GUARDS AT ALL
OUTSIDE CORNERS IN CORRIDOR 101.
NOTE:
FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY PATTERN, TEXTURE AND SALIENT CHARACTERISTICS ONLY. LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THE
SELECTION OF PRODUCTS PROVIDED BY ANOTHER MANUFACTURER.
ROOM FINISH / COLOR SCHEDULE KEY
ACT - ACOUSTICAL CEILING TILE
CBB - CEMENTITIOUS BACKERBOARD
CG - CORNER GUARD
CMU - CONCRETE MASONRY UNIT
CR - CHAIR RAIL
EX - EXISTING CONSTRUCTION
EXP - EXPOSED STRUCTURE
FWC - FABRIC WALLCOVERING
GR - GROUT
GWB - GYPSUM WALLBOARD
IS - INTERIOR SIGNAGE
LVT - LUXURY VINYL TILE
MCT - MODULAR CARPET TILE
MRGWB - MOISTURE RESISTANT GYPSUM WALLBOARD
PA - PORCELAIN PAVER TILE
PAB - PORCELAIN BASE
PL- PLASTIC LAMINATE
PT - PAINT
RM - RESILIENT MATERIAL
SC - SEALED CONCRETE
SS - SOLID SURFACE
WD - WOOD
WM - WALK - OFF MAT
ROOM FINISH / COLOR SCHEDULE KEY
ACT - ACOUSTICAL CEILING TILE
1 - ARMSTRONG; FINE FISSURED NRC, 24" X 24" X 3/4"; WHITE,
PRELUDE 15/16" GRID; WHITE
CBB - CEMENTITIOUS BACKER BOARD
CG - CORNER GUARD
1 - INPRO CORPORATION HIGH IMPACT SURFACE MOUNT
COLOR: 513 KHAKI BROWN
CR - CHAIR RAIL
1 - 1x4 WOOD TRIM, STAIN TO MATCH LVT1
EX - EXISTING CONSTRUCTION
EXP - EXPOSED STRUCTURE
FRP - FIBER REINFORCED PANELS
1 - KEMLITE FIRE-X GLASBORD - EMBOSSED CLASS A WALL
PANELS (MOISTURE RESISTANT FINISH) COLOR: #85 WHITE
GR - GROUT
1 - CUSTOM BUILDING PRODUCTS #11 SNOW WHITE,
USE WITH WALL TILE PA1, PA2 & PAB1
2 - CUSTOM BUILDING PRODUCTS #145 LIGHT SMOKE,
USE WITH FLOOR TILE PA3
GWB - GYPSUM WALL BOARD
HB - HORIZONTAL BLINDS
1 - LEVELOR MARK I, 1" COLOR: #148 VANILLA
IS - INTERIOR SIGNAGE
2/90 SIGN SYSTEM OR EQUAL: SLIDE THIN RAIL
TYPOGRAPHY:HELVETICA, COLOR: BLACK
INSERT COLOR: 786 SANDSTONE
TRIM: BLACK
LVT - LUXURY VINYL TILE
1 - TANDUS CENTIVA HERITAGE PLANK, HONEY OAK #EHP3354RU,
SB EDGE, 6" X 36" PLANKS, VERTICAL ASHLAR INSTALLATION
MCT - MODULAR CARPET TILE
1 - TANDUS CENTIVA, CRAYON, STYLE: #01957 COLOR: 48010
PRECIOUS METAL, 24"x24" TILE, MONOLITHIC INSTALLATION
MTR - METAL TRIM
1 - SCHLUTER METAL TRIM, TRANSITIONS, ETC.
CLEAR ANODIZED FINISH
MRGWB - MOISTURE RESISTANT GYPSUM WALL BOARD
PA - PORCELAIN TILE
1 - WALL TILE: AMERICAN OLEAN, MATTE SERIES
COLOR: #0095 SNOW MIST, 4 1/4"x4 1/4"
2 - WALL ACCENT BAND: AMERICAN OLEAN, BRITE SERIES
COLOR: #0012 GLOSS ALMOND 4 1/4"x4 1/4"
3 - FLOOR TILE: AMERICAN OLEAN, UNGLAZED PORCELAIN
COLORBODY MOSAICS, COLOR: #A89 COCOA, 2"x2"
PAB - PORCELAIN TILE BASE
1 - AMERICAN OLEAN, MATTE SERIES COVE BASE
COLOR: #0095 SNOW MIST, 4 1/4"x4 1/4"
PL - PLASTIC LAMINATE
1 - NEVAMAR BASIC S2110T
PT - PAINT
1 - SHERWIN WILLIAMS: SW 6141 SOFTER TAN; SEMI-GLOSS FINISH
2 - SHERWIN WILLIAMS: SW 6140 MODERNE WHITE; EGGSHELL
FINISH
3 -…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .