A_ATFP Construct West Gate ID Check Area 100 Design Drawings.pdf
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- Attached to
- ATFP Construct West Gate ID Check Area Federal contract opportunity
- Solicitation number
- MXDP143001
About this file
This federal contract opportunity solicitation requests proposals for the construction of a new road, gatehouse, ID check area, and canopy at the west gate entrance of Laughlin Air Force Base. The solicitation is set aside for women-owned small businesses with a NAICS code of 236220 and size standard of $39.5 million. Interested parties may download the solicitation from the listed website but copies are not available for mailing. The Air Force intends to award a firm-fixed price contract for the project, which includes demolition and construction work in accordance with the 100% design documents provided. Proposals from all responsible sources will be considered for this opportunity from the Department of the Air Force Air Education and Training Command.
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Text version
SITE LOCATION
HWY 90 LIB
E R
TY D
R
LAUGHLIN
DR.
LAUGHLIN
AFB
DEL RIO, TX
SAN ANTONIO, TX
D E
L R
IO
, T
X
L O
O P
L O
O P
SPUR 317
S P
U R
LEANING PINE
GOLF COURSE
DEL RIO, TX
P ro je c t
M a n a g e m e n t
In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
F ile n a m e
A N
S I
D x
L a s t
P lo tt e d
Project Issue Date:
Project Status:
Project Address:
Project #:
Name:
Project Prepared for
Project Information
Project Issued for:
ARCHITECTURE STRUCTURAL MECHANICAL ELECTRICAL PLUMBINGCIVIL
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Laughlin AFB West Gate ID Check Area
MXDP 14-3001, CONTRACT NUMBER FA3099-13-D-0001,
TASK ORDER FA3099-18-F0060
01/30/2020
100% FINAL DESIGN SUBMITTAL
Laughlin Air Force Base
60582804
LAUGHLIN A.F.B
47TH CONTRACTING FLIGHT/LGCB
171 ALABAMA AVE, BUILDING 7
LAUGHLIN AFB, TX 78843-5102 VICINITY MAP
ACCESSIBLE BENCH
FRONT ELEVATION SIDE
ELEVATION
BENCH TO BE
AFFIXED TO A
WALL
54" MIN
12"
MAX
42" MIN
T O
T O
P O
F G
R
IP
P
IN
G
S U
R F
A C
E
M
IN7"-9"
M A
X 6" MIN
M
IN
EQ. EQ.
/2
M
IN
30" MIN
M
IN
M A
X
13 1/2"
MIN
M A
X
M
IN8" MIN
M
IN
6" MAX 11"
MIN
M A
X T
O B
O T
T O
M O
F R
E F
L E
C T
IV
E
R
F A
C E
30" MIN
M
IN1
M
IN
15"
MIN
5"
MAX
M A
X T
O
P
O U
T O
U T
L E
T
M
IN
30" MIN
M
IN
EQ. EQ.
TO
D
IS
P
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S E
R O
R O
P E
R A
B
LE
P A
R T
M
IN
18"
MIN
M
IN
M
IN
12"
MIN.
42" MIN
20"-24"
M
IN
W A
L L H
U N
W .C
M
IN
F L O
O R
M O
U N
T
.C
4"
MAX
32" MIN
CLEAR
M
IN
36" MIN
12"
MIN
M A
X
M
IN
16"-18" 5
M
IN
FIXTURE MOUNTING HEIGHT SCHEDULE
1. LAVATORIES (MEASURED FROM FLOOR TO RIM)
ADULTS = 32'"
ACCESSIBLE = 34" MAX (27" MIN. KNEESPACE)
2. URINALS (MEASURED FROM FLOOR TO RIM)
ADULTS = 24"
ACCESSIBLE = 17" MAX
3. WATER CLOSETS (MEASURED FROM FLOOR TOP OF SEAT)
ADULTS = 15"
ACCESSIBLE = 17" TO 19"
4. DRINKING FOUNTAINS AND EWC'S
(MEASURED FROM FLOOR TO SPOUT OUTLET)
ADULTS = 42"
ACCESSIBLE = 36" MAX (27" MIN. KNEESPACE)
5. ACCESSIBLE GRAB BARS
(MEASURED FROM FLOOR TO TOP OF BAR)
ACCESSIBLE = 35"
6. PAPER TOWEL DISPENSER
(MEASURED FROM FLOOR TO TOWEL SLOT)
ADULTS = 48" MAX
7. TOILET TISSUE DISPENSER
ADULTS = 20"
8. SOAP DISPENSER
(MEASURED FROM FLOOR TO CENTERLINE OF PUSH BUTTON)
ADULTS = 38"
ACCESSIBLE = 38"
9. SANITARY NAPKIN DISPOSAL UNIT
(MEASURED FROM FLOOR TO TOP OF UNIT)
ADULTS = 31"
10. MIRRORS
(MEASURED FROM FLOOR TO BOTTOM OF REFLECTING SURFACE)
ACCESSIBLE = 40" MAX
(MEASURED FROM FLOOR TO TOP MOST EDGE)
ACCESSIBLE = 74" MIN.
ACCESSIBILITY STANDARDS
NOTE:
ALL FIXTURES, EQUIPMENT, OR ITEMS DEPICTED
ABOVE ARE NOT NECESSARILY REFERRED TO,
INDICATED OR INCLUDED IN THIS PROJECT'S
SCOPE OF WORK.
DIM TO TOP
OF THE
SEAT
FLUSH
CONTROL
ON OPEN SIDE
OF THE W.C.
TOILET PAPER
DISPENSER
OUTLET
LOCATION
PARTITION
THE FRONT PARTITION
AND ONE SIDE PARTITION
SHALL PROVIDE TOE
CLEARANCE
ELEVATION TOE CLEARANCE
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT
ACCESSIBLE URINALS
PLAN
CLEAR
FLOOR
SPACE
ELEVATION
ACCESSIBLE LAVATORIES AND SINKS
ELEVATION
MIRROR
PLAN
CLEAR
FLOOR
SPACE
ACCESSIBLE DRINKING FOUNTAIN
PLAN ELEVATION
ACCESSIBLE WALL MOUNTED ACCESSORIES
F.F.
SOAP DISPENSERPAPER TOWEL
DISPENSER
COAT HOOK
ACCESSIBLE DOOR MANEUVERING CLEARANCES
FRONT
APPROACH
PULL SIDE
FRONT
APPROACH
PUSH SIDE
FRONT
APPROACH
PUSH SIDE
DOOR W/ BOTH
CLOSER & LATCH
1. ALL WORK TO COMPLY WITH THE ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS (2015).
2. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS.
3. ACCESSIBLE TOILET COMPARTMENT DOORS SHALL BE SELF CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.
4. THE STRUCTURAL STRENGTH OF ALL GRAB BARS SHALL BE DESIGNED TO WITHSTAND A MINIMUM VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENERS, MOUNTING DEVICES, OR SUPPORTING STRUCTURE.
5. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION ON MOUNTING HEIGHTS, TYPES
OF FIXTURES AND DEVICES SCHEDULED FOR USE ON THIS PROJECT.
ACCESSIBILITY GENERAL NOTES
PLAN
15"
MIN
60" MIN
24"
MIN
A101
SIM
A101
1 Ref
R e f
R e f
1Ref
AA.22
Room Name
A101
SIM
A101
SIM
1 TITLE NAME
A101 Scale: 1/8" = 1'-0"E
A101
SIM
1t
SYMBOLOGY LEGEND
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
AA.22
DRAWING TITLE
EXTERIOR ELEVATION
INTERIOR ELEVATION
SECTION REFERENCE
DETAIL SECTION
DETAIL CALLOUT
DRAWING NUMBER
DRAWING NAME
SHEET NUMBER
DRAWING SCALE
Name
EL Elevation
GRID BUBBLE (NEW)
GRID BUBBLE (EXISTING)
ELEVATION SYMBOL
PARTITION TAG SYMBOL
REVISION CALLOUT
ROOM NAME & NUMBER SYMBOL
DOOR TAG
AT
T S
XETE FO
S A
M .D
W
AYNETRA
H A
N
13 3 7 5
R E G
IS
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RED ARCHITEC
T c
DRAWN BY
S H
E E
T T
IT
L
E
P R
O J E
C T
T
IT
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEETDESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
AS NOTED
C O
N T
R A
C T
N U
M B
E R
F A
-1
-D
-0
A S
K O
R D
E R
F A
-1
-F
5 4 3 2 1
C
B
A
5 4 3 2 1
C
B
A
NAME
M. DWAYNE TRAHAN
13375
01/30/2020
/2
/2
:0
:4
P
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B W e s t G a te
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L a u g h in A
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.r v t
01/30/2020
S H
E E
T I
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E X
L
E G
E N
D A
N D
A C
C E
S
IB
IL
IT
Y S
T A
N D
A R
D S
G-001
LT
JM
JM
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h li n A
F B
W e s t
G a te I
D C h e c k
A re a
MXDP 14-3001
01/30/2020
MDT
SHEET INDEX
Sheet Number Sheet Name
01 GENERAL
G-000 COVER SHEET
G-001 SHEET INDEX, LEGEND AND ACCESIBILITY STANDARDS
G-002 ARCHITECTURAL ABBREVIATIONS AND GENERAL NOTES
G-003 CODE SUMMARY, LIFE SAFETY PLAN
G-010 REGULATORY SIGNAGE
02 CIVIL
C-101 SITE SURVEY
C-102 DEMOLITION PLAN
C-103 SITE PLAN
C-104 HORIZONTAL CONTROL 01
C-105 HORIZONTAL CONTROL 02
C-106 OVERALL UTILITY LAYOUT
C-107 GRADING PLAN
C-108 WATER AND SANITARY SEWER PLAN
C-109 CONCRETE PAVEMENT DETAILS AND JOINT LAYOUT
C-110 SIGNAGE AND STRIPING
C-111 CIVIL DETAILS
C-112 CIVIL DETAILS
C-113 STORM WATER POLLUTION PREVENTION PLAN
C-114 STORM WATER POLLUTION PREVENTION PLAN DETAILS
C-115 INLET PROTECTION DETAILS
04 STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-002 SPECIAL INSPECTIONS
S-101 STRUCTURAL FOUNDATION PLAN
S-102 STRUCTURAL FRAMING PLANS
S-201 ELEVATIONS
S-501 TYPICAL FOUNDATION DETAILS
S-502 TYPICAL FRAMING DETAILS
05 ARCHITECTURAL
A-100A ARCHITECTURAL SITE PLAN
A-100B ARCHITECTURAL SITE PLAN
A-101 FLOOR PLAN / FINISH PLAN & SCHEDULE
A-102 INTERIOR ELEVATION, SECTIONS & DETAILS
A-103 REFLECTED CEILING PLAN / ROOF PLAN
A-104 CANOPY CEILING PLAN / ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-310 WALL SECTIONS AND EXTERIOR DETAILS
A-311 WALL SECTIONS AND EXTERIOR DETAILS
A-610 DOOR/HARDWARE SCHEDULE
A-620 DOOR DETAILS & PARTITION TYPES
A-710 FRAMING DETAILS
A-830 CEILING DETAILS
06 MECHANICAL
M-001 MECHANICAL ABBREVIATIONS AND SYMBOLOGY
M-002 MECHANICAL GENERAL NOTES
M-101 MECHANICAL FLOOR PLAN & SECTIONS
M-501 MECHANICAL DETAILS - SHEET 1 OF 2
M-502 MECHANICAL DETAILS - SHEET 2 OF 2
M-601 MECHANICAL SCHEDULES
M-701 CONTROL SCHEMATICS AND SEQUENCE OF OPERATIONS
07 ELECTRICAL
ES-101 SITE POWER PLAN
E-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS
EL-101 GATEHOUSE LIGHTING PLAN
EP-101 GATEHOUSE POWER PLAN
EP-201 UNDER CANOPY ELECTRICAL PLAN
EP-301 CANOPY POWER PLAN
08 TELECOM
TS-101 TELECOM SITE PLAN
T-001 TELECOM GENERAL NOTES, ABBREVIATIONS AND SYMBOLS
T-101 GATEHOUSE TELECOM PAN
09 PLUMBING
P-001 PLUMBING LEGEND, SCHEDULES AND, NOTES
P-201 PLUMBING PLANS
P-501 PLUMBING DETAILS
N o
R e v is io n
I s s u e D a te
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GENERAL DEMOLITION NOTES
A. GENERAL CONTRACTOR SHALL OBTAIN DEMOLITION PERMITS AND INCLUDE ALL
COSTS OF SAME IN CONTRACT PRICE IF REQUIRED.
B. PROVIDE ALL LABOR AND MATERIALS / EQUIPMENT AS REQ'D TO COMPLETE
DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED.
C. IF ANY QUESTIONS ARISE AS TO REMOVAL OF ANY MATERIAL, CLARIFY THE POINT
IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.
D. AT COMPLETITION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE
LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL
SHALL BE REMOVED.
E. THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT
& POWER IN THE SPACE DURING CONSTRUCTION.
F. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES,
WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS REQUIRED.
G. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND / OR REPAIRING ANY
DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION
IN ALL AREAS OF WORK. REFINISH TO MATCH EXISTING ADJACENT FINISH OR AS
NOTED HEREIN.
H. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR
SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED
DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE
DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, IF
NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPHISED AS A FIRST
PRIORITY, AND PER THE PLANSNO ACTIVE SMOKE DETECTOR SHALL BE COVERED
OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED PURPOSE.
I. WHERE DIRECTED, CAREFULLY REMOVE ALL EXISTING CEILING TILES WHERE
DEMOLITION AND NEW CONSTRUCTION OCCUR AND STORE FOR LATER RE-USE.
ALL BROKEN, PARTIAL STAINED OR DAMAGED TILES SHALL BE DISCARDED.
J. REMOVED TO SOURCE ALL PIPES, VENTS, APPLIANCES OR DRAINS NOT BEING RE-
USED.
K. RE-USE OR RELOCATE ALL ABOVE CEILING DUCTWORK, DIFFUSERS, GRILLES,
SPRINKLER PIPES OR OTHER EQUIPMENT AS REQUIRED FOR PROPER
DISTRIBUTION WITH NEW LAYOUT.
L. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES AND CONDUIT PERTAINING TO
DATA / COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH THE
TELEPHONE COMPANY SERVICE OWNER OR TENANT REPRESENTATIVE AS
REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS.
M. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR
DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES,
COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH
PATCH, CONCRETE FILL, PLYWOOD, ETC.
N. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON THE
DRAWINGS. THE INTENT IS TO INDICATE TEH GENERAL SCOPE OF DEMOLITION
REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
O. STAIRWAYS AND EXIT PATHS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING
DEMOLITION.
P. GENERAL CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS PRIOR
DEMOLITION AND CONSTRUCTION. CLARIFY ANY DISCREPANCIES WITH THE
ARCHITECT.
1. DO NOT SCALE DRAWINGS. USE PRINTED DIMENSIONS ONLY. VERIFY ALL
DIMENSIONS PRIOR TO START OF WORK. IN THE EVENT OF ANY DISCREPANCY,
NOTIFY AECOM AND OBTAIN RESOLUTION BEFORE PROCEEDING.
2. PROJECT DIMENSIONING CONVENTION:
A - EXTERIOR PLAN DIMENSIONS ARE FROM THE PROPERTY LINE TO THE
EXTERIOR FACE OF CONCRETE, MASONRY OR STEEL WALL GIRT UNLESS
NOTED OTHERWISE. OTHER EXTERIOR PLAN DIMENSIONS ARE TO
CENTERLINE OF COLUMNS AND TO ROUGH OPENINGS OF DOORS, WINDOWS
AND LOUVERS, UNLESS NOTED OTHERWISE.
B - INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH, JAMBS OF DOORS
AND WINDOWS IN STUD WALLS, CENTERLINE OF COLUMNS, FACE OF
CONCRETE OR MASONRY WALLS, ROUGH OPENING OF DOORS, WINDOWS AND
LOUVERS IN CONCRETE OR MASONRY WALLS AND CLEAR OPENING OF COILING
DOORS. OTHER INTERIOR PLAN DIMENSIONS ARE TO CENTERLINE OF FLOOR
MOUNTED FIXTURES AND HAND OR GUARD RAILS, UNLESS NOTED OTHERWISE.
3. CONDITIONS DEPICTED ON DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE
INFORMATION AND MUST BE VERIFIED WITH ON-SITE CONDITIONS.
4. NOTIFY AECOM OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING
CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT
PORTION OF THE WORK. FAILURE TO NOTIFY AECOM WILL NOT RELIEVE THE
CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK AS INTENDED BY THE
CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND
ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO
THE SATISFACTION OF AECOM.
5. PROTECT AND PRESERVE ALL EXISTING ITEMS SCHEDULED TO REMAIN.
REPAIR AND/OR REPLACE ANY ITEMS DAMAGED DURING THE COURSE OF THE
WORK TO THE SATISFACTION AND APPROVAL OF AECOM WITHOUT ADDITIONAL
COST.
6. VERIFY ALL EXISTING DIMENSIONS, CONDITIONS AND CLEARANCES PRIOR TO
THE SUBMITTAL OF SHOP DRAWINGS.
7. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. (OUTSIDE OF
RATED CHASES) THROUGH FLOOR SLABS AND RATED PARTITIONS ARE TO BE
FIRE SEALED IN ACCORDANCE WITH FIRE RATED ASSEMBLY DESIGNS,
APPLICABLE CODES AND FIRE MARSHALL'S REQUIREMENTS.
8. PROVIDE ALL BLOCKING AND ANCHORAGE AS NECESSARY FOR PROPER
INSTALLATION OF NEW WORK. REFER TO SPECIFICATIONS AND DRAWINGS.
9. WHERE WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN,
REFINISH DISTURBED AREAS TO MATCH EXISTING FINISHES AND MATERIALS,
UNLESS NOTED OR DIRECTED OTHERWISE.
10. PROVIDE LINTELS WHERE REQUIRED, OVER ALL OPENINGS IN MASONRY
PARTITIONS AND WALLS FOR DOORS, WINDOWS, DUCTWORK, ETC.
11. FOR GENERAL DEMOLITION AND REPAIR NOTES, REFER TO DEMOLITION
PLANS.
12. THE FACE OF EVERY CONTINUOUS PARTITION SHALL BE FLUSH WITHOUT
OFFSET. CHANGES IN PARTITION THICKNESS SHALL OCCUR AT CORNERS OR
OTHER LOCATIONS OR FEATURES WHICH INTERRUPT THE PLANE OF THE
PARTITION. FACES OF CORRIDOR PARTITIONS SHALL ALIGN ALONG THEIR ENTIRE
LENGTH, REGARDLESS OF CHANGES OF THE CORRIDOR PARTITIONS.
13. ADDITIONAL PLAN INFORMATION IS SHOWN ON LARGER SCALE PLANS WHERE
INDICATED BY KEYED REFERENCE. LARGE SCALE DRAWINGS TAKE PRECEDENCE
OVER SMALLER SCALE DRAWINGS.
14. FOR TYPICAL MOUNTING HEIGHTS OF TOILET FIXTURES AND ACCESSORIES,
REFER TO ACCESSIBILITY STANDARDS SHEET.
15. COORDINATE CONCRETE CURBS AND PADS WITH EQUIPMENT AS REQUIRED.
16. FOR FIRE RATED PARTITION INFORMATION SEE LIFE SAFETY PLANS.
17. ALL MISCELLANEOUS WOOD BLOCKING, GROUNDS AND FURRING, AS
REQUIRED, SHALL BE FIRE RETARDANT TREATED. REFER TO SPECIFICATIONS.
18. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE
DRAWINGS, SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE
REMOVED BY THE CONTRACTOR AT THEIR OWN EXPENSE. THE SAME SHALL BE
REPLACED WITH OTHER MATERIALS OR WORK SATISFACTORY TO AECOM. THE
CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH
MAY BE DISTURBED.
19. FOR ALL PARTITIONS REFER TO PARTITION SYMBOLS ON DRAWINGS AND THE
PARTITION TYPE SCHEDULE FOR PARTITION MATERIALS AND FINISHES. REFER TO
LIFE SAFETY DRAWINGS FOR LOCATION OF FIRE RATED PARTITIONS AND SMOKE
PARTITIONS.
20. PROTECT THE OWNER'S PROPERTY, EQUIPMENT AND EMPLOYEES FROM
INJURY AND DAMAGE.
21. ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE
COORDINATED TO PREVENT ANY CONFLICTS. ANY CONFLICTS WHICH RESULT IN
A RELOCATION OF A FINISHED SURFACE MUST BE BROUGHT TO THE ATTENTION
OF AECOM PRIOR TO INSTALLATION.
22. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING
MOUNTED EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, GRAB BARS,
LIGHTING OR OTHER MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS TO
ASSURE A SECURE INSTALLATION.
23. FIRESTOPPING SHALL BE INSTALLED IN WALL CAVITIES AT ALL ELECTRICAL
OUTLETS, JUNCTION BOXES, SWITCH BOXES, THERMOSTAT BOXES, PHONE JACK,
CARD READERS OR SIMILAR OBJECTS THAT PENETRATE FIRE RATED WALLS.
24. ACOUSTICAL INSULATION SHALL BE INSTALLED IN WALL CAVITIES AT
LOCATIONS INDICATED ON ARCHITECTURAL PLANS AND PARTITION TYPE
DESIGNATIONS.
25. REFER TO REFLECTED CEILING PLANS FOR CEILING SYMBOLS LEGEND.
26. ALL ABBREVIATIONS OR SYMBOLS INDICATED ARE NOT NECESSARILY
REFERRED TO OR CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS.
GENERAL NOTES
AT
T S
XETE FO
S A
M .D
W
AYNETRA
H A
N
13 3 7 5
R E G
IS
TE
RED ARCHITEC
T c
DRAWN BY
S H
E E
T T
IT
L
E
P R
O J E
C T
T
IT
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEETDESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
AS NOTED
C O
N T
R A
C T
N U
M B
E R
F A
-1
-D
-0
S
K O
R D
E R
F A
-1
-F
5 4 3 2 1
C
B
A
5 4 3 2 1
C
B
A
NAME
M. DWAYNE TRAHAN
13375
01/30/2020
/2
/2
:0
:4
P
M B
IM
/6
-L a u g h in
A F
B W e s t G a te
I D
C h e c k A re a D e s ig n /6
L a u g h in A
F B
W G
A
R C
H R
.r v t
01/30/2020
A R
C H
IT
E
C T
U R
A L
A B
B R
E V
IA
T
IO
N
S A
N D
G E
N E
R A
L N
O T
E S
G-002
LT
JM
JM
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h li n A
F B
W e s t
G a te I
D C h e c k
A re a
MXDP 14-3001
01/30/2020
MDT
ARCHITECTURAL ABBREVIATIONS
ABBR. DESCRIPTION
S
S SOUTH
SA SUPPLY AIR
SAN SANITARY
SC SOLID CORE / SHOWER CURTAIN
SCD SEAT COVER DISPENSER
SCH SHOWER CURTAIN HOOK
SCHED SCHEDULE
SD SHOWER DRAIN / SOAP DISPENSER / SMOKE DETECTOR
SECT SECTION
SF SQUARE FOOT / FEET
SH SPRINKLER HEAD
SHR SHOWER
SHT SHEET
SIM SIMILAR
SLNT SEALANT
SPEC SPECIFICATIONS
SPK SPEAKER
SQ SQUARE
SS STAINLESS STEEL / SERVICE SINK / SHOWER SEAT
SSM SOLID SURFACE MATERIAL
STC SOUND TRANSMISSION COEFFICIENT
STD STANDARD
STL STEEL
STN STONE
STOR STORAGE
STRUCT STRUCTURAL / STRUCTURE
SUSP SUSPENDED
SYM SYMETRICAL
SYS SYSTEM
T
T TOP / THERMOSTAT
T&G TONGUE & GROVE
T.O. TOP OF
TAN TANGENT
TBD TO BE DETERMINED
TEL TELEPHONE
TEMP TEMPORARY / TEMPERATURE / TEMPERED
TERR TERRAZZO
THK THICK / THICKNESS
THRES THRESHOLD
THRU THROUGH
TKBD TACK BOARD
TOC TOP OF CONCRETE
TOR TOP OF ROOF
TOS TOP OF SLAB / STEEL
TR TREAD
TS TUBE STEEL
TV TELEVISION
TYP TYPICAL
U
UC UNDERCUT
UL UNDERWRITERS LABORATORY
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UPS UNINTERUPTABLE POWER SUPPLY
UR URINAL
UTIL UTILITY
V
V VOLT
VENT VENTILATE / VENTILATION
VER VERIFY
VERT VERTICAL
VIF VERIFY IN FIELD
VNR VENEER
VOL VOLUME
VWC VYNIL WALL COVERING
W
W WEST / WIDTH / WIDE
W/ WITH
W/O WITHOUT
WC WATER CLOSET / WALL COVERING
WD WOOD
WD
BLKG
WOOD BLOCKING
WF WIDE FLANGE
WG WIRE GLASS
WH WATER HEATER
WP WATERPROOF(ING) / WORK POINT
WR WATER RESISTANT
WS WEATHERSTRIP
WSCT WAINSCOT
WT WEIGHT
ARCHITECTURAL ABBREVIATIONS
ABBR. DESCRIPTION
N
N NORTH
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NL NIGHT LIGHT
NO NUMBER
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OVERFLOW
OFCI OWNER FURNISHED CONTRACTOR INSTALLED
OFF OFFICE
OFOI OWNER FURNISHED OWNER INSTALLED
OH OVERHEAD
OPER OPERATOR
OPNG OPENING
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
P
P-LAM PLASTIC LAMINATE
PART PARTIAL
PARTN PARTITION
PAT PATTERN
PB PUSH BUTTON
PBD PARTICLE BOARD
PC PRECAST CONCRETE
PCT PORCELAIN TILE
PER PERIMITER
PERF PERFORATED
PERP PERPENDICULAR
PF PREFINISHED
PGL PLASTIC GLAZING
PIP POURED IN PLACE
PL PLATE / PROPERTY LINE
PLAS PLASTER
PLBG PLUMBING
PLYWD PLYWOOD
PNL PANEL
PR PAIR
PREFAB PREFABRICATED
PRELIM PRELIMINARY
PREP PREPERATION
PROC PROCEDURE
PROJ PROJECTION
PROP PROPERTY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT / POINT
PTD PAINTED
PVC POLYVINYL CHLORIDE
PVR PAVER
Q
QC QUALITY CONTROL
QT QUARRY TILE
QTY QUANITY
R
R RADIUS / RISER
RAD RADIUS / RADIAL
RB RESILIENT BASE / RUBBER BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECESSED
REF REFERENCE
REFL REFLECTED
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCE/-ED/-ING
REL RELOCATE
REM REMOVE / REMOVABLE
REQ'D
OR REQ
REQUIRED
RESIL RESILIENT
REV REVISE/-ED/-ION
RF RESILIENT FLOOR
RM ROOM
RO ROUGH OPENING
RTG RATING
ARCHITECTURAL ABBREVIATIONS
ABBR. DESCRIPTION
FF&E FURNITURE, FURNISHINGS AND EQUIPMENT
FH FIRE HOSE
FHC FIRE HOSE CABINET
FIN FINISH(ED)
FIXT FIXTURE
FL FLOOR
FLASH FLASHING
FLUOR FLUORESCENT
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUDS / STEEL
FOW FACE OF WALL
FP FIRE PROTECTION
FR FRAME / FRAMING
FRTW FIRE RETATDANT TREATED WOOD
FT FOOT / FEET
FURN FURNITURE
FURR FURRING
FUT FUTURE
G
GA GAUGE
GALV GALVINIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GEN GENERAL
GFI GROUND FAULT INTERRUPTER
GL GLASS / GLAZING
GND GROUND
GRP GROUP
GWB GYPSUM WALL BOARD
GYP GYPSUM
H
H HIGH / HEIGHT
HB HOSE BIB
HC HOLLOW CORE
HD HEAD / HEAVY DUTY
HDCP HANDICAP
HDR HEADER
HDWD HARD WOOD
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HPT HIGHPOINT
HR HOUR / HANDRAIL
HT HEIGHT
HVAC HEATING, VENTILATING, AIR CONDITIONING
HW HOT WATER
HWD HARDWOOD
HYD HYDRANT
I
IC INTERCOM
ID INSIDE DIAMETER
IN INCH
INCL INCLUDE / INCLUDED
INSUL INSULATION
INT INTERIOR
ISOL ISOLATION / ISOLATED
J
JAN JANITOR
JT JOINT
K
KG KILOGRAM
KIT KITCHEN
KO KNOCK-OUT PANEL
L
L ANGLE
LAM LAMINATED
LAV LAVATORY
LB(S) POUND(S)
LED LIGHT EMITTING DIODE
LF LINEAR FOOT / FEET
LIN LINEAR
LKR LOCKER
LL LEAD LINER / LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNDG LANDING
LONG LONGITUDINAL
LPT LOW POINT
LT LIGHT
LVL LEVEL
LWC LIGHT WEIGHT CONCRETE
M
M METER / METERS
MACH MACHINE
MAINT MAINTENANCE
MAN MANUAL
MATL MATERIAL
MAX MAXIMUM
MBD MARKER BOARD
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MEMB MEMBRANE
MEP MECHANICAL, ELECTRICAL AND PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MLWK MILLWORK
MM MILLIMETER / MILLIMETERS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
MTL FAB METAL FABRICATION
MTL
RAIL
METAL RAILING
MULL MULLION
ARCHITECTURAL ABBREVIATIONS
ABBR. DESCRIPTION
A
A/C AIR CONDITIONER / CONDITIONING
ACOUS ACOUSTICAL
ACP ACOUSTICAL CEILING PANEL
ACT ACOUSTICAL CEILING TILE
ADDL ADDITIONAL
ADJ ADJUSTABLE / ADJACENT
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
APC ARCHITECTURAL PRECAST CONCRETE
APPROX APPROXIMATE
ARCH ARCHITECT / ARCHITECTURAL
AUTO AUTOMATIC
AV AUDIO VISUAL / AUDIO VIDEO
B
B.O. BOTTOM OF
BD BOARD
BET BETWEEN
BKG BACKING
BLGD BUILDING
BLK BLOCK
BLKG BLOCKING
BOS BOTTOM OF STEEL
BOT BOTTOM
BSMT BASEMENT
BUR BUILT-UP ROOFING
C
C CHANNEL
CAB CABINET
CAT CATEGORY
CB CATCH BASIN
CER CERAMIC
CG CORNER GUARD
CH COAT HOOK / CLOTHES HOOK
CHAM CHAMFER
CIP CAST IN PLACE
CIRC CIRCLE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CLEAN OUT / CASED OPENING
COL COLUMN
CONC CONCRETE
COND CONDITION
CONF CONFERENCE
CONN CONNECT/-ED/-ION
CONST CONSTRUCTION
CONT CONTINUE / CONTINUOUS
COORD COORDINATE
CORR CORRIDOR
CPT CARPET
CR CARDREADER
CT CERAMIC TILE
CTR CENTER
CTSK COUNTERSUNK
CW CURTAIN WALL
D
D DEPTH / DEEP
D.O. DOOR OPENING
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DLO DAY LIGHT OPENING
DN DOWN
DP DEMOUNTABLE PARTITION / DIMENSION POINT
DR DOOR
DS DOWNSPOUT
DTL DETAIL(S)
DW DISHWASHER / DUMBWAITER
DWG DRAWING
DWR DRAWER
E
E EAST
EA EACH
EB EXPANSION BOLT
EIFS EXTERIOR INSUL AND FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMERG EMERGENCY
ENCL ENCLOSURE
EOS EDGE OF SLAB
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EXH EXHAUST / EXHAUST HOOD
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F
F FLUSH
F.O. FACE OF
FAST FASTEN / FASTENER
FB FACE BRICK
FCO FLOOR CLEAN-OUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
N o
R e v is io n
I s s u e D a te
B y
A p p 'd
D R
A F
T F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
/0 /1
D R
A F
T F
IN
A
L D
E S
IG
N
R E
S U
B M
IT
T
A L
/3 /1
F
IN
A L D
E S
IG
N
/1
/2
F
IN
A L D
E S
IG
N
S U
B M
IT
T
A L
/3
/2
CODE SUMMARY
APPLICABLE CODES
2018 NFPA 101, LIFE SAFETY CODE
UFC 4-022-01, ENTRY CONTROL FACILITIES ACCESS CONTROL POINTS
UFC 1-200-01, GENERAL BUILDING REQUIREMENTS
2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL PLUMBING CODE
2017 NATIONAL ELECTRIC CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE
2014 ARCHITECTURAL BARRIERS ACT (ABA)
2013 ASHRAE 90.1
USE:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
UFC 3-600-01 AND IBC 2018
IIB
ALLOWABLE BUILDING HEIGHTS AND AREAS
GROUP
SPRINKLERED
NS 1
HEIGHT MODIFICATIONS : N/A
AREA INCREASE DUE TO FRONTAGE (lf): NA
AREA INCREASE FOR SPRINKLER SYSTEM (ls): NA
TOTAL ALLOWABLE AREA PER FLOOR: 23,300 SF
B
B
PRIMARY STRUCTURAL FRAME
BEARING WALLS - EXTERIOR
BEARING WALLS - INTERIOR
NON-BEARING WALLS - EXTERIOR
NON-BEARING WALLS - INTERIOR
FLOOR CONSTRUCTION & SECONDARY MEMBERS
ROOF CONSTRUCTION & SECONDARY MEMBERS
0 HOUR
N/A
N/A
0 HOUR
0 HOUR
N/A
0 HOUR
FIRE WALLS
FIRE BARRIERS
SHAFT ENCLOSURES
FIRE PARTITIONS
SMOKE BARRIERS
SMOKE PARTITIONS
HORIZONTAL ASSEMBLIES
0-HR (706, TABLE 706.4)
0-HR (TABLE 508.4, 707.3.8)
0-HR (708.4)
0-HR (709.3, 709.4)
0-HR (710.3, 710.4)
0-HR (711.3, 711.4)
0-HR (TABLE 508.4, 712.3)
STORIES AREAS
PENETRATIONS 0-HR (713)
CORRIDORS 0-HR (709, TABLE 1018.1)
EXIT ENCLOSURES 0-HR (707, 712, 1022.1)
EXIT PASSAGEWAYS 0-HR (707, 712, 1023.3)
HORIZONTAL EXITS 0-HR (706, 707, 712, 1025.2)
AREAS OF REFUGE 0-HR (1007.6)
OTHER APPLICABLE CODES
2018 NFPA 10, PORTABLE FIRE EXTINGUISHERS
LEVEL GSF
TOTAL
USF
BUILDING AREA TABULATION2
USE AND OCCUPANCY CLASSIFICATION3
GENERAL BUILDING LIMITATIONS5
FIRE-RESISTANCE RATING REQUIREMENTS FOR
BLDG ELEMENTS (HRS)
FIRE-RESISTANCE RATED CONSTRUCTION7
(P)
0-HR
(R)
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
0-HR
GROUP SPRINKLERED
NSB
EXIT
ENCLOSURES &
EXIT
PASSAGEWAYS
CORRIDORS ROOMS &
ENCLOSED
SPACES
CLASS A OR B
INTERIOR WALL & CEILING FINISH REQUIREMENTS8
OCCUPANT LOAD
FUNCTION OF SPACE
100B
FLOOR AREA IN SF
PER OCC
MEANS OF EGRESS10
TRAVEL DISTANCE
DEAD-END CORRIDOR
COMMON PATH OF TRAVEL
MINIMUM NUMBER OF EXITS
DISTANCE BETWEEN EXITS OR
EXIT ACCESS DOORWAYS
MINIMUM EGRESS WIDTH (STAIRWAYS)
MIN EGRESS WIDTH (OTHER COMPONENTS)
B / 300 FT (TABLE 1016.1)
50 FT MAX (1018.4, Exception 2)
75 FT MAX (1014.3)
2 (TABLE 1015.1, TABLE 1021.1)
(B) 1/3 OF THE LENGTH OF THE MAX
DIAGONAL DIMENSION OF THE AREA
SERVED (1015.2.1)
0.3" PER OCC OR 44" MIN (1005.1, 1009.1)
0.2" PER OCC (1005.1, 1009.1)
TRAVEL DISTANCE TO EXTINGUISHER 75 FT MAX (TABLE 906.3(1))
EGRESS COMPONENTS
STAIRWAYS
RAMPS
6'-8" (80") MIN (1009.2)
6'-8" (80") MIN (1010.5.2)
HEADROOM CLEARANCES
CEILING 7'-6" (90") MIN (1003.2, 1208.2)
PROTRUDING OBJECTS AT CEILING 6'-8" (80") MIN (1003.3.1)
CLIMATE ZONE
ROOF
METAL FRAMED
CURTAINWALL / STOREFRONT U-FACTOR
2B (DEL RIO, TX)
R=25 c.i. MIN
R=13 CAVITY INSULATION + R=3.8
CONTINUOUS INSULATION
OCC DESCRIPTION
B
WATER
CLOSETS
LAVATOR
IES
BATHTUB
SHOWERS
D.F
S.S.
M FM F
1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50
GATEHOUSE
ACCESSIBILITY11
ACCESSIBLE PARKING SPACES
TOTAL
PARKING
SPACES
PROVIDED
REQ'D MIN
NUMBER OF
ACCESSIBLE
SPACES
1 to 25
CAR
ACCESSIBLE
SPACES
VAN
ACCESSIBLE
SPACES
(R) (P)
(R) REQUIRED | (P) PROVIDED
(R) (P)
PLUMBING FIXTURE REQUIREMENTS29
1 per 100 1-1 per 40 for the first 80 and 1 per 80 for the remainder exceedin g 80
(M) MALE | (F) FEMALE
1 per 1,000
1 per 100
ENERGY CONSERVATION50
ENTRANCE DOOR U-FACTOR -
ALL OTHER V-FACTOR -
SHGC: PF < 0.25 -
SHGC: 0.25 < PF < 0.5 -
SHGC: PF > 0.5 -(R) REQUIRED | (P) PROVIDED
546 278
CLASS A OR B CLASS A OR B
LIFE SAFETY LEGEND
1 HR FIRE RATING
2 HR FIRE RATING
3 HR FIRE RATING
1S = 1 HR SMOKE BARRIER
2S = 2 HR SMOKE BARRIER
S = SMOKE PARTITION - CORRIDOR
CONSTRUCTION TO PREVENT
SMOKE PENETRATION
AT = AIR TIGHT PARTITION
TRAVEL DISTANCE
ROOM NAME
ROOM AREA
OCCUPANCY LOAD
NUMBER OF
OCCUPANTS
NUMBER OF
OCCUPANTS PER EXIT
EXIT TYPE
EXIT WIDTH
(PROVIDED)
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FEC
FHC
INDUSTRIAL
STORAGE
BUSINESS
7'-6
GATEHOUSE
278 NSF
1 OCC/100 SF
3 OCCUPANTS
TR
40 SF
1 OCC/100 SF
1 OCCUPANT
FEC
E X
IT
E X
IT
UNISEX TOILET
42 SF
UNOCCUPIED
0 OCCUPANTS
JANITOR CL.
10 SF
UNOCCUPIED
0 OCCUPANTS
9'-0
15'-0
DOOR
DOOR
AT
T S
XETE FO
S A
M .D
W
AYNETRA
H A
N
13 3 7 5
R E G
IS
TE
RED ARCHITEC
T c
DRAWN BY
S H
E E
T T
IT
L
E
P R
O J E
C T
T
IT
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEETDESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
AS NOTED
C O
N T
R A
C T
N U
M B
E R
F A
-1
-D
-0
S
K O
R D
E R
F A
-1
-F
5 4 3 2 1
C
B
A
5 4 3 2 1
C
B
A
NAME
M. DWAYNE TRAHAN
13375
01/30/2020
/2
/2
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:4
P
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IM
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A F
B W e s t G a te
I D
C h e c k A re a D e s ig n /6
L a u g h in A
F B
W G
A
R C
H R
.r v t
01/30/2020
C O
D E
S U
M M
A R
Y
L
IF
E S
A F
E T
Y P
L A
N
G-003
LT
JM
JM
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h li n A
F B
W e s t
G a te I
D C h e c k
A re a
MXDP 14-3001
01/30/2020
MDT
LIFE SAFETY LEGEND
N o
R e v is io n
I s s u e D a te
B y
A p p 'd
D R
A F
T F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
/0 /1
D R
A F
T F
IN
A
L D
E S
IG
N
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B M
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IN
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A. SYMBOL PROPORTIONS
B. DISPLAY CONDITIONS
NOTE:
SYMBOL SIZE SHALL BE AS
SCHEDULED IN SIGN LAYOUT
DIAGRAMS.
STROKE WIDTH TO HEIGHT RATIO
SHALL BE BETWEEN 1:5 & 1:10.
SIGN LETTERS/ NUMBERS WIDTH TO
HEIGHT RATIO SHALL BE BETWEEN
1:5 & 1:10.
3/ 8"
M
IN
3/ 8"
M
IN
EXIT M
O
U N
T
IN
G H
E
IG
H T
M A
X A
F F
CLEAR ACRYLIC PLASTIC
OPAQUE WHITE
ACRYLIC PLASTIC
BACKING
PAINT BACKGROUND ON
INTERIOR FACE OF
CLEAR PLASTIC
RADIUS CORNERS
BACKGROUND COLOR
SHALL CONTRAST
WITH WALL COLOR
NOTE: ATTACH SIGNAGE W/ (4) FH COUNTERSUNK SCREWS AND
ADHESIVE.
M O
U N
T
IN
G H
E
IG
H T
M
IN
A
F F
1 RESTROOM IDENTIFICATION SYMBOL. COLOR TO CONTRAST w/ DOOR
FINISH.
SYMBOL BACKGROUND - 1/4"THICK MATTE ACRYLIC BACK PAINTED COLOR
TO CONTRAST w/ DOOR FINISH.
CORRESPONDING GRADE II BRAILLE
SYMBOL OF ACCESSIBILITY.
8"
UNISEX
1 1/2" HIGH ROOM NUMBER
APPLIED WITH SCREEN PROCESS
WALL MOUNTED ALUMINUM PANEL
WITH BAKED ENAMEL FINISH
1/2" HIGH ROOM NAME APPLIED
WITH SCREEN PROCESS
SIGNAGE NOTES:
1. ALL LETTERING SHALL BE HELVETICA MEDIUM
2. LOCATE SIGN ON WALL OUTSIDE OF ROOM. IF
INSUFFICIENT WALL SPACE IS AVALIABLE,
LOCATE SIGN ON DOOR.
3. SIGNAGE MESSAGE CONTENT SHALL BE
COORDINATED WITH CONTRACTING OFFICER.
4. SIGNAGE MESSAGE MAY NOT BE ABBREVIATED
UNLESS MESSAGE WILL NOT FIT ON THE SIGN.
PROPOSED ABREVIATION MUST BE APPROVED BY
THE CONTRACTING OFFICER
/4
1/4" TYP
1/2"
A F
F
WALL MOUNTED
SIGN
EXIT STAIR
IDENTIFICATION
SIGN ADJACENT TO
EXIT DOOR WITHIN
EACH STAIRWELL @
EVERY FLOOR
EQ EQ
1' - 6"
NO
(VERTICAL OF HORIZONTAL)
INTER-CELL SPACING WITHIN A CELL = 0.10"
INTER-CELL SPACING 0.20"
BRAILLE DOT
ROUNDED DOT
(ACCEPTABLE)
SQUARED DOT
(NOT ACCEPTABLE)
RECOMMENDED ROUNDED OR DOMED BRAILLED DOTS, EACH DISTINT AND
SEPARATE. DOTS WITH STRAIGHT SIDES AND FLAT TOPS ARE NOT READABLE
FOR MANY BRAILLE USERS.
/4
.2
1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32"MINIMUM AND
SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE II
BRAILLE.
2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8"(15.9mm) AND A MAXIMUM OF 2" (51mm) HIGH.
3. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND
THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH.
4. PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO
OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5
AND 1:10.
ALL LETTERS MEASURED MUST BE UPPERCASE. AFTER CHOOSING A TYPESTYLE
TO TEST, BEGIN BY PRINTING THE LETTERS I, X AND O AT 1 INCH HIGH. PLACE THE
TEMPLATE'S 1:1 SQUARE OVER THE X OR O, WHICHEVER IS NARROWER. IF THE
CHARACTER IS NOT SMALLER THAN 1 INCH, NOR
NARROWER THAN THE 3:5 RECTANGLE TO DETERMINE IF THE STROKE OF THE I IS
TOO BROAD, AND THE 1:10 RECTANGLE TO SEE IF IT IS TOO NARROW. IF ALL THE
TESTS ARE PASSED, THE TYPESTYLE IS COMPLIANT WITH PROPORTION CODE.
TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH TO HEIGHT
PROPORTIONS
1:1 100%
3:5 60%
1:5 20%
1:10 10%
CHARACTER WIDTH STROKE WIDTH
5. BRAILLE: GRADE II BRAILLE SHALL BE USED WHENEVER BRAILLE IS
REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE
1/10"(2.54mm) ON CENTERS IN EACH CELL WITH .241"(5.08mm) SPACE BETWEEN
CELLS, MEASURED M CELL. DOTS SHALL BE RAISED A MINIMUM OF
1/4" (0.635mm) ABOVE THE BACKGROUND.
BRAILLE CELL
AT
T S
XETE FO
S A
M .D
W
AYNETRA
H A
N
13 3 7 5
R E G
IS
TE
RED ARCHITEC
T c
DRAWN BY
S H
E E
T T
IT
L
E
P R
O J E
C T
T
IT
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEETDESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
AS NOTED
C O
N T
R A
C T
N U
M B
E R
F A
-1
-D
-0
S
K O
R D
E R
F A
-1
-F
5 4 3 2 1
C
B
A
5 4 3 2 1
C
B
A
NAME
M. DWAYNE TRAHAN
13375
01/30/2020
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:4
P
M B
IM
/6
-L a u g h in
A F
B W e s t G a te
I D
C h e c k A re a D e s ig n /6
L a u g h in A
F B
W G
A
R C
H R
.r v t
01/30/2020
R E
G U
L A
T O
R Y
S
IG
N A
G E
G-010
LT
JM
JM
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h li n A
F B
W e s t
G a te I
D C h e c k
A re a
MXDP 14-3001
01/30/2020
MDT
Scale: 1 : 1
1A INTERNATIONAL ACCESSIBILITY SYMBOL
Scale: 3" = 1'-0"
1B TACTILE EXIT SIGN
Scale: 3" = 1'-0"
1C WALL MOUNTED SIGNAGE (UNISEX)
Scale: 1/2" = 1'-0"
1 SIGN MOUNTING DIAGRAM
Scale: 1 : 1
2 BRAILLE REQUIREMENTS
N o
R e v is io n
I s s u e D a te
B y
A p p 'd
D R
A F
T F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
/0 /1
D R
A F
T F
IN
A
L D
E S
IG
N
R E
S U
B M
IT
T
A L
/3 /1
F
IN
A L D
E S
IG
N
/1
/2
F
IN
A L D
E S
IG
N
S U
B M
IT
T
A L
/3
/2
CP #7
N: 13677551.89
E: 1394468.75
EL.=1114.46
CP #6
N: 13677652.57
E: 1394585.50
EL.=1110.11
CP #5
N: 13677625.33
E: 1394650.87
EL.=1107.91
CP #14
N: 13677924.29
E: 1395006.43
EL.=1100.43
CP #12
N: 13678162.93
E: 1395456.05
EL.=1091.38
CP #10
N: 13678153.58
E: 1395591.40
EL.=1087.93
CP #11
N: 13678294.20
E: 1395727.92
EL.=1084.54
CP #13
N: 13678057.68
E: 1395178.33
EL.=1097.46
CP #4
N: 13677936.15
E: 1395185.21
EL.=1096.47
LAUGHLIN
AFB, TEXAS
VAL VERDE
PARK
N
N c
DRAWN BY
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T
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P R
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C
T
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N T
R A
M
B E
R
F
A D
T A
K
R D
F
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l i n
B
W e s t
G a t e h e c k
A r e a
MXDP 14-3001
N o
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C
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S I T
E
S
U R
V E
Y
C-101
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
01/30/2020
M A
T C
H L I N
E
M A
T C
H L I c
DRAWN BY
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E E
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M
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R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
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C-102
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
LAUGHLIN DRIVE
01/30/2020 c
DRAWN BY
S H
E E
T
T
I T
L E
P R
O J E
T
L E
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C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
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C-103
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
VCC
LAUGHLIN DR
SH 3
c
DRAWN BY
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E E
T
T
I T
L E
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L E
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N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
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C-104
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
SH 3
LAUGHLIN DR
N c
DRAWN BY
S H
E E
T
T
I T
L E
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N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
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C-105
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
J
N c
DRAWN BY
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E E
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N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
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F
V
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W
A
N
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C-106
M. ESSIGMANN
S. MILLER
c
DRAWN BY
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E E
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T
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C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
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F
V
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W
A
N
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A D
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P
L A
N
C-107
M. ESSIGMANN
S. MILLER
c
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E E
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N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
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E
F
V
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A
N
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C
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S h e e t s C a t e r a d
P l a n d w g
W A
T E
R
A
N
I T
A R
Y
S
E W
L A
N
C-108
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
PVC PIPE LAID IN TRENCH
SEPTIC SYSTEM NOTES
TYPICAL CLEANOUT DETAIL
P
M
D e n v e r n a a e c o m n e t c o m D e n v e r D
C S
R e s o u r c e s W
T R
D e s i g n
G r o u p
C
O S
L a u g h l
B
W e s t
G a e c k
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D e s i g n
C
A D
S h e e t s C a v e m e n t a
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C-109
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
N
N c
DRAWN BY
S H
E E
T
T
I T
L E
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TEXAS SERIAL NO.
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C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
E
F
V
I E
W
A
N
A L
D
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I G
N
S
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M I T
T A
L
A
N
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A
N
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D
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N
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CONCRETE CURB DETAIL
THICKEND EDGE JOINT DETAIL
RESTRAINED JOINT
TYPICAL PAVEMENT SECTION
CONTRACTION JOINT
P
M
D e n v e r n a a e c o m n e t c o m D e n v e r D
C S
R e s o u r c e s W
T R
D e s i g n
G r o u p
C
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L a u g h l
B
W e s t
G a e c k
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C
A D
S h e e t s C g n i n g a r i p i n g d w g
S I G
N A
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C-110
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
N
N c
DRAWN BY
S H
E E
T
T
I T
L E
P R
O J E
T
L E
LEAD DESIGNER
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DESIGNED BY
DATE
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DATE
TEXAS SERIAL NO.
NORTH
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NORTH
AS NOTED
C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
E
F
V
I E
W
A
N
A L
D
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N
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L
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A
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N
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N
S
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TYPICAL SIGN INSTALLATION DETAIL
CONCRETE SIDEWALK DETAIL
N c
DRAWN BY
S H
E E
T
T
I T
L E
P R
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LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEET
DESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
NORTH
PROJECT
NORTH
AS NOTED
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NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
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C-111
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
SPEED HUMP
4'
TREE PROTECTION DETAILS
TYPICAL SWALE DETAIL
GRAVEL ROADWAY DETAIL
SIDEWALK DRAIN BOX DETAIL
CONCRETE DRAINAGE CHANNEL DETAIL
PEDESTRIAN RAMP DETAIL
CURB INLET TYPE I CURB INLET TYPE I
c
DRAWN BY
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T
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LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEET
DESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
NORTH
PROJECT
NORTH
AS NOTED
C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
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F
V
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C S
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G r o u p
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L a u g h l
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G a e c k
A r e a
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C-112
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
DROP INLET TYPE D DETAILS
TRENCH DRAIN DETAILS
MANUAL SWING GATE DETAILS
SEE DETAIL 4
LOCKING POST8
2"X PIPE Ø STEEL PLATE
(WELDED TO POST TOP)
8-5/8" O.D. X 0.322 PIPE OR 18"
O.D. X 0.375 PIPE ACCORDING
TO ELEVATION 2
6"Ø HAND HOLE
CUT-OUT FOR LOCKING PLATE
7" (TYP)SECOND CUT OUT FOR
LOCKING PLATE IN ONE
INSTANCE, AT IN-BOUND
LANES CENTER MEDIAN
24" OR 48"
PROVIDE A LOCKING POST IN BOTH OPEN
AND CLOSED POSITIONS FOR EACH GATE.
8-5/8" O.D. X 0.322 PIPE WITH 24"
DIAMETER FOOTER FOR SINGLE GATE; 18"
O.D. X 0.375 PIPEÐITH 48" DIAMETER
FOOTER FOR DOUBLE GATE IN ONE
INSTANCE, AT IN-BOUND LANES CENTER
MEDIANÐCONCRETE FILLED AS SHOWN)
PERMANENTLY ATTACH
LOCKING PIN TO LOCKING
POST BY WELDING
CASE-HARDENED CHAIN
TO PIN AND POST
EXIST.
DCC BLDG.
LAUGHLIN DR
SH 317
N
N c
DRAWN BY
S H
E E
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T
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L E
P R
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T
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEET
DESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
NORTH
PROJECT
NORTH
AS NOTED
C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
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F
V
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A
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C S
R e s o u r c e s W
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D e s i g n
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C
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L a u g h l
B
W e s t
G a e c k
A r e a
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C
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S h e e t s C o m l l u t i o n
P r e v e n t i o n
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C-113
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
EXIST.
GUARD
HOUSE
CONSTRUCTION EXIT - TYPE 1
TEMPORARY SEDIMENT CONTROL FENCE
CONCRETE TRUCK WASHOUT PIT
N
N c
DRAWN BY
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E E
T
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L E
P R
O J E
T
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEET
DESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
NORTH
PROJECT
NORTH
AS NOTED
C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
E
F
V
I E
W
A
N
A L
D
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I G
N
S
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M I T
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C S
R e s o u r c e s W
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D e s i g n
G r o u p
C
O S
L a u g h l
B
W e s t
G a e c k
A r e a
D e s i g n
C
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S h e e t s C o l l u t i o n
P r e v e n t i o n
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A I L S
C-114
M. ESSIGMANN
S. MILLER
D. STRONG S. MILLER
STORM WATER POLLUTION
PREVENTION PLAN (SW3P)
EPIC
ENVIRONMENTAL PERMITS
ISSUES AND COMMITMENTS
WASH PIT
WASH PIT
c
DRAWN BY
S H
E E
T
T
I T
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P R
O J E
T
L E
LEAD DESIGNER
CLIENT PROJECT NUMBERTECH REVIEWER
SHEET
DESIGNED BY
DATE
SCALE
DATE
TEXAS SERIAL NO.
NORTH
PROJECT
NORTH
AS NOTED
C O
N T
R A
M
B E
R
F
A D
T A
D
F
1 2 3 4 5
C
B
A
1 2 3 4 5
C
B
A
NAME
LAUGHLIN A.F.B
DEL RIO, TX
AECOM
http://www.aecom.com
19219 KATY FREEWAY
SUITE 100
HOUSTON, TX 77094
L a u g h l
B
W e s t
G a t e e c k
A r e a
MXDP 14-3001
N o
R e v i s i o n
I s s u e
D a t e
B y
A p p d
S U
E
F
V
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W
A
N
A L
D
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I G
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M I T
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C S
R e s o u r c e s W
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D e s i g n
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C
O S
L a u g h l
B
W e s t
G a e c k
A r e a
D e s i g n
C
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S h e e t s C o l l u t i o n
P r e v e n t i o n
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C-115
M. ESSIGMANN
S. MILLER
DESIGN CRITERIA
1. AS REQUIRED BY THE UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 [Change 02] "DoD BUILDING
CODE (GENERAL BUILDING REQUIREMENTS)", THE STRUCTURAL ENGINEERING DESIGN IS
BASED ON AND IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE:
THE INTERNATIONAL BUILDING CODE (IBC) 2015, CHAPTER 16 AS MODIFIED BY UFC 3-301-01
AND UFC 3-310-04.
2. ALL APPLICABLE DESIGN LOADS AND INFORMATION USED IN THE DESIGN OF THE STRUCTURE
ARE LOCATED IN THE DESIGN CRITERIA TABLE LOCATED BELOW:
GENERAL CONSTRUCTION
1. ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE.
2. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS INCLUDING ANY EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES WITH THE CONSTRUCTION DOCUMENTS
BEFORE PROCEEDING WITH THE WORK.
3. THE CONTRACTOR SHALL COORDINATE STRUCTURAL PLANS WITH ALL OTHER CONSTRUCTION
DOCUMENTS AND SHALL VERIFY THE SIZE AND LOCATION OF OPENINGS, HOLES, AND SLEEVES
THROUGH ALL STRUCTURAL ELEMENTS WITH MECHANICAL, ELECTRICAL AND PLUMBING
CONTRACTORS.
4. THE BUILDING STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE INTEGRITY
OF THE BUILDING STRUCTURE AT ALL STAGES OF CONSTRUCTION.
5. ALL STEEL BUILDING FRAMES, UNLESS OTHERWISE NOTED, ARE NON-SELF SUPPORTING STEEL FRAMES AS DEFINED IN THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 2005), SECTION [7.10.3]. THE CONTRACTOR SHALL PROVIDE TEMPORARY LATERAL BRACING FOR
STEEL FRAMES UNTIL ALL OTHER DIAPHRAGMS AND/OR SHEAR WALLS HAVE BEEN INSTALLED.
FOUNDATIONS
1. THE STRUCTURAL FOUNDATION DESIGN IS BASED UPON RECOMMENDATIONS IN THE GEOTECHNICAL REPORT No. 2018-711 PREPARED BY ARIAS & ASSOCIATES, INC. DATED 01/03/2019. SEE PROJECT MANUAL AND SPECIFICATIONS FOR INFORMATION REGARDING THE REPORT AND/OR BORING LOGS.
2. BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SCOPE OF THE FOUNDATION WORK INCLUDING SOIL AND WATER CONDITIONS. THE SOIL CONDITIONS INDICATED IN THE CONSTRUCTION DOCUMENTS ARE FOR GENERAL INFORMATION ONLY, AND ACTUAL
SITE CONDITIONS MAY VARY.
3. ACTUAL SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE ELEVATION
MODIFICATIONS FOR THE FOUNDATIONS DEPTHS AS INDICATED ON THE DESIGN DRAWINGS. SEE THE
SPECIFICATIONS FOR REQUIREMENTS FOR MODIFICATION TO THE FOUNDATION DESIGN.
4. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL WHICH HAS A MINIMUM ALLOWABLE BEARING CAPACITY EQUAL TO OR GREATER THAN 3000 PSF. ALL FOUNDATION
EXCAVATIONS SHALL BE INSPECTED AND CERTIFIED BY A QUALIFIED SOILS TESTING FIRM.
5. BACKFILL SHALL BE PLACED EVENLY AND COMPACTED ON EACH SIDE OF ALL SUBGRADE
STRUCTURAL ELEMENTS TO PRODUCE APPROXIMATELY EQUAL AND OPPOSITE LATERAL PRESSURES.
6. SUBGRADE STRUCTURAL ELEMENTS SUBJECTED TO DIFFERENTIAL LATERAL SOIL PRESSURE SHALL BE ADEQUATELY BRACED BY THE CONTRACTOR UNTIL THE STRUCTURAL SUPPORT WHICH PROVIDES
LATERAL RESTRAINT HAS BEEN INSTALLED.
7. ALL FOUNDATIONS SHALL BE CENTERED ON WALL AND COLUMN CENTERLINES UNLESS OTHERWISE
INDICATED BY AN OFFSET DIMENSION ON PLAN OR BY DETAIL.
8. THE FOOTING ELEVATIONS SHOWN ON THE DRAWINGS MEET THE REQUIRED DEPTHS FOR
ALLOWABLE BEARING CAPACITY AND/OR FROST PROTECTION. ACTUAL FIELD CONDITIONS
ENCOUNTERING UNSUITABLE SOIL MAY REQUIRE ADDITIONAL EXCAVATION AND/OR COMPACTED
STRUCTURAL FILL. THE CONTRACTOR SHALL REPORT ANY OF THESE CONDITIONS BEFORE
PROCEEDING WITH ANY ADDITIONAL WORK.
9. NO FOUNDATIONS SHALL BE PLACED ON OR AGAINST SUBGRADE CONTAINING FREE WATER, ICE, OR
FROST.
STRUCTURAL EARTHWORK
1. THE STRUCTURAL EARTHWORK NOTED HERE IS BASED UPON RECOMMENDATIONS IN THE
GEOTECHNICAL REPORT No. 2018-711 PREPARED BY ARIAS & ASSOCIATES, INC. DATED 01/03/2019. SEE PROJECT MANUAL AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND RECOMMENDATIONS FOR
EARTHWORK.
2. THE SITE SHOULD BE STRIPPED OF ANY EXISTING ASPHALT, CONCRETE, SOIL AND ANY DELETERIOUS DEBRIS (MAX. PARTICAL SIZE OF 4 INCHES) AS NEEDED AND DISPOSE OUTSIDE OF THE PLANNED STRUCTURE'S AREAS. UNDERCUT TO THE REQUIRED DEPTH AND EXTENT AS NOTED IN THE MAIN REPORT AND IN GEOTECHNICAL REPORT, SECTION I, TABLE 3 (BUILDING PAD RECOMMENDATIONS).
ADDITIONAL EXCAVATION MAY ALSO BE NECESSARY. THE SITE REPRESENTATIVE OF THE
GEOTECHNICAL ENGINEER SHOULD OBSERVE UNDERCUTTING OPERATIONS.
3. EXISTING MATERIAL AT BOTTOM OF EXCAVATION SHALL BE FIRM AND ABLE TO SUPPORT
CONSTRUCTION LOADS WITHOUT DISPLACEMENT PRIOR TO PLACEMENT OF SELECT FILL.
4. COMPACTION SHALL BE PERFORMED USING A HEAVY PNEUMATIC TIRED ROLLER, LOADED DUMP TRUCK OR SIMILAR PIECE OF EQUIPMENT. LIFT REQUIRMENTS AND TESTING RECOMMENDATIONS ARE
PROVIDED IN THE GEOTECHNICAL REPORT.
5. COMPACTION AND APPROVAL OF EXISTING SUBGRADE SHALL BE SUPERVISED BY AN INDEPENDENT
GEOTECHNICAL ENGINEERING TESTING AGENCY. AECOM RECOMMENDS THE GEOTECHNICAL
ENGINEER OF RECORD (ARIAS) BE GIVEN THE OPPORTUNITY TO REVIEW CONSTRUCTION MEANS, METHODS, AND DOCUMENTS, PRIOR TO IMPLEMENTATION OF WORK, TO EVALUATE CONFORMANCE
AND INTENT WITH GEOTECHNICAL RECOMMENDATIONS.
6. SELECT FILL (2 FT. DEPTH, MIN) SHALL BE PLACED AND COMPACTED TO A DEPTH DIRECTLY BELOW
THE GRAVEL LAYER BENEATH THE SLAB ON GRADE.
SLAB-ON-GRADE
1. SLAB-ON-GRADE SHALL BE PLACED UPON A 15 MIL VAPOR RETARDER LOCATED ABOVE A GRAVEL BASE AND SELECT FILL PER THE "SELECT FILL" NOTES ON THIS SHEET UNLESS OTHERWISE NOTED.
2. CONTRACTION JOINTS SHALL BE 1/4 THE FLOOR SLAB DEPTH AND LOCATED WITHIN THE SLAB AS SOON AS POSSIBLE, BUT NO LATER THAN FOUR (4) HOURS IN HOT WEATHER OR TWELVE (12) HOURS IN COLD WEATHER AFTER PLACING OF CONCRETE TO AVOID PREMATURE CRACKING IN THE FLOOR SLAB.
3. CONCRETE FINISHES AND SPRAY ON CURING/SEALING COMPOUNDS SHOULD BE COORDINATED WITH
ARCHITECTURAL FLOORING FINISHES FOR COMPATIBILITY.
4. ALL SLABS-ON-GRADE SHALL BE REINFORCED WITH #3 BARS AT 15" OC, EA WAY, LOCATED IN THE
CENTER OF THE SLAB.
5. IN SLABS-ON-GRADE,…
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