1617A_-_XHZG162020_Repair_Bldg_020_Berm_System_-_Drawings.pdf
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PROJECT
LOCATION
E 46TH ST N
N
97TH
E A
V E
OKLAHOMA AIR NATIONAL GUARD - TULSA
XHZG162020 - REPAIR BUILDING 020 BERM SYSTEM
100% CONSTRUCTION DOCUMENTS
138TH FIGHTER WING HEADQUARTERS
TULSA INTERNATIONAL AIRPORT AIR GUARD BASE
TULSA, OKLAHOMA
PROJECT NO. XHZG162020
SHEET INDEX
GENERAL
G-001 COVER SHEET
ARCHITECTURAL
AD-001 DEMOLITION SITE PLAN
G-001
COVER SHEET
G-002 GENERAL INFORMATION
AD-101 DEMOLITION FLOOR PLAN
AD-201 DEMOLITION EXTERIOR ELEVATIONS
AN-001 NEW SITE PLAN
AN-101 NEW FLOOR PLAN
AN-201 NEW EXTERIOR ELEVATIONS
NOT TO SCALE1 BASE MAP
N
BASE CIVIL ENGINEER
FIRE CHIEF
ATFP OFFICER
ENVIRONMENTAL MANAGER
BIO ENVIRONMENTAL
COMMUNICATION
BUILDING MANAGER
DATE
DATE
DATE
DATE
DATE
DATE
DATE
DATE
REAL PROPERTY MANAGER DATE DATE
WING COMMAND CHIEF
ARCHITECTS IN PARTNERSHIP, LLC
PROFESSIONAL ENGINEERING
CONSULTANTS (PEC)
TU
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A A
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N
A
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D
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A S
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
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03/16/2017
SEAL:
03/16/2017
G-003 ATFP SITE PLAN
CIVIL
CE-101 EXISTING SITE PLAN
CN-102 NEW GRADING AND EROSION CONTROL PLAN
CD-101 EROSION CONTROL DETAILS
STRUCTURAL
S-101 BLDG 020
AN-301 NEW SECTION DETAILS
CN-101 NEW SITE PLAN
CO-100 HAUL ROUTE
PARTITION TYPE
M A T E R I A L S L E G E N D
PLYWOOD
BATT INSULATION
RIGID INSULATION
GYP. BD.
GRAVEL
PLASTER ON
METAL LATH
GYP. SHEATHING
GROUT, MORTAR
OR SAND
EARTH
BRICK
CONCRETE
CMU
ALUMINUM
STEEL
SHEET METAL
HARDWOOD
CEILING TILE
OR CERAMIC TILE
GLASS
DRAWING NUMBER
SECTION NUMBER
SECTION NUMBER
DRAWING NUMBER
DIMENSIONAL LUMBER
CONTINUOUS
DIMENSIONAL LUMBER
BUILDING SECTION
WALL SECTION
S Y M B O L S L E G E N D
BUT NOT TO OTHER DISCIPLINES DRAWING SHEETS.
NON-CONTINUOUS
THE FOLLOWING SYMBOLS APPLY TO ALL ARCHITECTURAL SHEETS
L I S T O F A B B R E V I A T I O N S
MACHINE
MAXIMUM
LIGHT
MANAGER
MINIMUM
METAL
MEMBRANE
MANHOLE
MIRROR
MEDICINE
MANUFACTURER
LIQUID SOAP DISPENSER
LIGHT FIXTURE
MECHANICAL
MICROWAVE OVEN
MATERIAL
MOUNTED
NORTH
ON CENTER
NOMINAL
OVERALL
OFFICE
NUMBER
OWNER FURNISHED/CONTR. INSTALLED
MASONRY OPENING
MOISTURE RESISTANT
MOISTURE RESISTANT GYPSUM BOARD
NOT IN CONTRACT
NOT TO SCALE
OUTSIDE DIAMETER
ON CENTER EACH WAY
MISCELLANEOUS
ADJUSTABLE
AREA DRAIN
ADDITIONAL
ANCHOR BOLT
ACOUSTICAL
ANCILLARY
ALTERNATE
ANODIZED
ALUMINUM
ACCESSIBLE EWC
ADMINISTRATION
ABOVE FINISHED FLOOR
ACOUSTICAL CEILING TILE
ARCHITECT(URAL)
APPROXIMATE(LY)
N
BOARD
BOTTOM OF
BLOCKING
BEARING
BEAM
BLOCK
BUILDING
CENTERLINE
CABINETS
BOTH SIDES
CLEAR
BRICK
BELOW FINISHED FLOOR
CONTROL JOINT
CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
COLD FORMED METAL FRAMING
ARCH'TL WOODWORK INSTITUTE
MET
MGR
NO.(#)
MFR
MTL
MTD
OC/oc
OFCI
MIN
MACH
MAX
LT
LSD
LF
MECH
MED
MEMB
M.H
M.O
MIR
MISC
M.R
MIC. OV
M.R.G.B
N.I.C
O.A N.T.S
NOM.
OD
O.C.E.W
OFF
OPPOSITE
OPERABLE
OPENING
PLYWOOD
PLATE
PLASTER
PAINT
PAIR
PRESERVATIVE PRESSURE TREATED
PHONE (TELEPHONE)
PLASTIC LAMINATE
PORTLAND CEMENT
ORIENTED STRAND BOARD
OPPOSITE HAND
OUTSIDE TO OUTSIDE
OWNER FURNISHED/OWNER INSTALLED
PREPARATION
REFERENCE
PARTITION
RADIUS
REQUIRED
RETAINING
RESILIENT
RESISTANT
REVISION
RECEPTION
REFLECTED CEILING PLAN
REINFORCED
COMBINATION PAPER TOWEL
DISPENSER/RECEPTACLE
QUARRY TILE
ROOF DRAIN
REFRIDGERATOR
ROOM FINISH SCHEDULE
PAPER TOWEL DISPENSER
CLOSET
COLUMN
CONCRETE
CONFERENCE
CONSTRUCTION
CONTINUOUS
CEILING
CARPET
COURSE
CERAMIC TILE
CORRIDOR
COLD ROLLED
CUBIC FOOT
CENTER
COUNTERSINK
CONCRETE MASONRY UNIT
COMPOSITE, COMPOSITION
DIMENSION(S)
DIAMETER
DETAIL
DOUBLE
DEPARTMENT
DEGREE
DISPENSER
DRAWER
EACH
DOWN
DOOR
EAST
ELEVATION
DIVISION
EXPANSION JOINT
DRAWING/DRAWINGS
DRINKING FOUNTAIN
CUBIC YARD
PC
OSB
PPT
PLAM
PLYWD
RE: or REF
RCP
REINF
REC'P
PH
REQ
RET
RESIL
O.H
OPP
O.T.O
OPNG
OPER
OF/OI
PL
PLAS
PT
PR
PREP
P.T.D
PTN
P.T.D/R
Q.T R or RAD
R.D
REFR
RESIST
REV
R.F.S
ADJ
AD
AB
ACT
ALT
AFF
BD
B.O
BM
BFF
CJ
CL
B.S
AWI
CMU
COL
CLG
CPT
CRS
CT
CR
CTR
DIA
DF
DET
EA
EJ
DN
DR
E
EL
DIV
DWG/DWG'S
DIM/DIM'S
DWR
ANCIL
CORR
CONST
CONT
CONC
CONF
BLK'G
ANOD/AN
AEWC
ADMIN
ALUM/AL
ADD'L
ACOUS
CLO
BRG
ARCH
APPROX
CF/CI
BRK
CAB
BLDG
BLK
CFMF
CLR
COMP
CU.FT
CTSK
DBL
CU.YD
DEG
DEPT
DISP
VESTIBULE
REFERENCE
DOOR SCHEDULE
ROOM NAME
ROOM NUMBER
COLUMN GRID
USED FOR CONSTR
LETTER DESIGNATION
DETAIL NUMBER
DRAWING NUMBER
DETAIL NUMBER
DRAWING NUMBER
DOOR NUMBER
ROOM REFERENCE
DIMENSION GRID LINE
ELEVATION REFERENCE
DETAIL REFERENCE
REFERENCE OR DATUM
BUILDING
NORTH
NORTH
LC
CL
OR
TO
NORTH
NORTH
L
4'-6"
FACE TO FACE OF STUD
FACE TO FACE OF MAS
COLUMN TO FACE OF MAS OR STUD
DETAIL LETTER
POINT
REFERENCE TO DIMENSION
NORTH REFERENCE
REVISION REFERENCE
CENTER LINE
ARROW POINTS NORTH
BUILDING NORTH IS SET
WHEN BLDG IS ANGLED
WINDOW TYPE/ FRAME TYPE
INTERIOR ELEV MARKER
C
DRAWING NUMBER
ARROW POINTS TO
ELEVATION DRAWN
COLUMN
COLUMN
SCHEDULE
ROOM
SOUTH
SECTION
SHEET
SECRETARY
SHEATHING
SHOWER
SHELF
SIMILAR
ROOF TOP UNIT (HVAC)
SOLID CORE WOOD DOOR
RAIN WATER CONDUCTOR
ROUGH OPENING
RUSTICATION JOINT
SOAP DISPENSER
SANITARY NAPKIN DISPENSER
STEEL
STAIN
STATION
SQUARE
STANDARD
STORAGE
TREAD
TELEPHONE
TOWEL BAR
STRUCTURAL
SUSPEND(ED)
STAIN & VARNISH
SERVICE SINK
STAINLESS STEEL
SYMMETRICAL
TOILET/SHOWER
TOP OF CURB
SANITARY NAPKIN RECEPTACLE
S
EXISTING
ELEVATOR
ELECTRICAL
EMERGENCY
ENCLOSURE
ENGINEER
EQUAL
EQUIPMENT
EXTERIOR
FAN COIL UNIT
FLOOR DRAIN
EXPANSION
EXPOSED
FIRE ALARM
FOUNDATION
FINISHED FLOOR
ELECTRIC WATERCOOLER
T
FLOOR
FRAME
FLASHING
FINISH
FLEXIBLE
FIRE RATED
GRAB BAR
FURRING
FURNISHED
FOOTING
GAUGE
FOOT or FEET
FIELD VERIFY
GALVANIZED
FIRE EXTINGUISHER CABINET
FIRE RETARDANT TREATED
FIRE EXTINGUISHER
RTU
SECT
SCWD
RWC
SCHED/SCH
STL
SHT
STN
SHTH'G
SUSP
S&V
SEC'Y
RO
R.J
RM
SD
SHR
SH
STA
S.SK
S.S
SQ
S.N.R S.N.D
SIM
STD
STOR
STR
SYM
T/S
TEL
T.B T.C
TOP OF
TERRAZZO
THICK(NESS)
TYPICAL
TELEVISION
URINAL
UNDERWRITERS LABORATORIES
TOP OF LIGHTWEIGHT CONCRETE
TOP OF WALL
TEMPERED/ TEMPORARY
TOP OF GRATE
TOP OF MASONRY
TOP OF STEEL
TOUNGE AND GROOVE
TOP OF PAVEMENT
TOILET PAPER DISPENSER
UNLESS OTHERWISE NOTED
VESTIBULE
WOOD
WEST
WITH
WITHOUT
WEIGHT
WAINSCOT
VINYL COMPOSITION TILE
VINYL WALL COVERING
WATER CLOSET
VERTICAL
GENERAL
GYPSUM
GLOSS LEVEL
GLAZING
GRADE
HARDWARE
HOUR
HARDWOOD
HORIZONTAL
HEIGHT
GALVANIZED IRON
HOLLOW METAL
HEATING-VENTILATION-AIR CONDITIONING
ELECTRICAL GROUND
HOLLOW CORE or
HANDICAP ACCESSIBLE
INSIDE DIAMETER
W
JANITOR
JOINT
INTERIOR
JOIST
LABORATORY
KNOCKDOWN
KITCHEN
LAVATORY
LAMINATED
INSULATION, INSULATED
INCHES
TG
T.O
TLWC
T.O.M
TV
TYP
T.O.W/T.W T.O.S.
VWC
VCT
VEST
VERT
WD
UL
TEMP
TER
T&G
THK
T.P T.P.D
U.N.O
UR
W/ W.C
WT
WSCT
W/O
EQ
FF
FD
FCU
EXT
FA
FDN
FRM
FEC
FLR
FIN
FLG
FR
GA
GB
FTG
FT
FV
FRT
FE
GI
G.L.
GEN
GR
HC
HM
HR
HT
I.D
JT
JAN
INT
JST
K.D
LAB
KIT
LAV
LAM
IN
FURR'G
FURN
EWC
EXIST/EXG
ELEV
ELEC
HDW
GYP
FLASH or
EXP
INSUL/INS
HVAC
ENGR
ENCL
EMER
EQUIP
EXPO
FLEX
GALV
GLAZ
GND
HDWD
HORIZ
COLUMN GRID LINE COLUMN NUMBER AND
SANITARY SEWERSS 4A4A
GENERAL ARCHITECTURAL NOTES
HOT WATER HEATERHWH
AIR WATER VAPOR BARRIERAWV
GYPSUM BOARDGWB
1. THE CONTRACTOR SHALL NOTIFY THE BASE CIVIL ENGINEER IMMEDIATELY OF DISCREPANCIES IN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, AND/OR BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL JOB
CONDITIONS WHICH AFFECT THE EXECUTION OF THE WORK AS INDICATED.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CONSTRUCTION WORK PERFORMED BY
SUBCONTRACTORS UNLESS NOTED OR INDICATED OTHERWISE.
3. CONTRACTOR SHALL LOCATE AND LAYOUT WALLS AND PARTITIONS AS THEY RELATE TO THE STRUCTURE AND OTHER BUILDING ELEMENTS AS SHOWN IN THE CONSTRUCTION DOCUMENTS. CONFLICTS OR AREAS OF INTERPRETATION SHALL BE
RESOLVED BY THE BASE CIVIL ENGINEER.
4. CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS DURING THE CONSTRUCTION LAYOUT OF THE WORK. THE
FOLLOWING GUIDANCE APPLIES TO DIMENSIONS USED ON THE ARCHITECTURAL DRAWINGS.
4.1. THE CONTRACTOR SHALL USE DIMENSIONS INDICATED ON THE DRAWINGS.
4.2. THE CONTRACTOR SHALL NOT SCALE FROM THE DRAWINGS.
4.3. THE CONTRACTOR SHALL NOTIFY THE BASE CIVIL ENGINEER OF DISCREPANCIES IN DIMENSIONS SHOWN ON THE
DRAWINGS IMMEDIATELY.
4.4. ALL PLAN DIMENSIONS ARE TO THE STRUCTURAL GRID LINES OR TO THE CENTERLINE OF COLUMNS AND BEAMS, TO
THE ACTUAL FACE OF METAL STUDS OR FURRING CHANNELS (GYPSUM BOARD PARTITIONS), OR TO THE NOMINAL FACE
OF MASONRY UNITS UNLESS NOTED OR INDICATED OTHERWISE.
4.5. ALL PLAN DIMENSIONS ON EXTERIOR WALL ASSEMBLIES ARE FROM THE ACTUAL OUTSIDE FACE OF WALL TO THE ACTUAL INSIDE FACE METAL STUDS OR CMU OF WALL UNLESS NOTED OR INDICATED OTHERWISE.
4.6. ALL OTHER MASONRY DIMENSIONS ARE INDICATED AS NOMINAL DIMENSIONS WHICH INCLUDES AN ALLOWANCE FOR +
OR - 3/8" MORTAR JOINT UNLESS NOTED OR INDICATED OTHERWISE.
4.7. ALL MASONRY OPENING DIMENSIONS ARE INDICATED AS NOMINAL DIMENSIONS WHICH INCLUDES AN ALLOWANCE FOR
+ OR - 3/8" MORTAR JOINT UNLESS NOTED OR INDICATED OTHERWISE.
5. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE FIRE STOPPING AND THE FIRE RESISTANT ASSEMBLIES OF MATERIALS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS OF THE REFERENCED UL ASSEMBLIES. THESE MATERIALS SHALL BE REAPPLIED OR REPAIRED TO MAINTAIN THE REQUIRED BARRIER AT NO
ADDITIONAL COST TO THE GOVERNMENT.
6. THE CONTRACTOR SHALL SCRIBE GYPSUM BOARD ON FIRE RESISTANT PARTITIONS TO THE IRREGULARITIES OF THE
STRUCTURE AS DETAILED ON THE DRAWINGS UNLESS NOTED OR INDICATED OTHERWISE.
7. THE CONTRACTOR SHALL COORDINATE REQUIRED PENETRATIONS THROUGH FIRE RESISTANT PARTITIONS AND SEAL
TIGHTLY AROUND THE PENETRATION UNLESS NOTED OR INDICATED OTHERWISE.
8. THE CONTRACTOR SHALL FILL ANY OTHER IRREGULAR OPENINGS OR GAPS IN FIRE RESISTANT PARTITIONS AND SEAL TIGHTLY AROUND THE PENETRATION WITH THE SPECIFIED INERT NONCOMBUSTIBLE FIRESAFING MATERIAL UNLESS NOTED
OR INDICATED OTHERWISE.
9. ALL PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE CEILING HEIGHT AND BE BRACED TO THE STRUCTURE AT 4'-0"
O.C. UNLESS NOTED OR INDICATED OTHERWISE.
10. THE CONTRACTOR SHALL PROVIDE CONCEALED FIRE-TREATED WOOD BLOCKING WHERE REQUIRED IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF WALL ATTACHED ITEMS SUCH AS GRAB BARS, TOILET ACCESSORIES, TACKBOARDS, MARKERBOARDS, SHELF BRACKETS AND SHELVING, MILLWORK, AND ALL OTHER WALL ATTACHED MATERIALS
UNLESS NOTED OR OTHERWISE INDICATED.
11. THE CONTRACTOR SHALL MAKE ALL EXTERIOR WALL/ROOF OR WALL/WALL TRANSITIONS WEATHER TIGHT AND AIRTIGHT WITH SEALANT TO MAINTAIN REQUIRED INSULATION VALUES IN THE FACILITY UNLESS NOTED OR INDICATED OTHERWISE.
NO GAPS, OPENINGS OR PENETRATIONS IN THE EXTERIOR WALL OR ROOF ASSEMBLIES SHALL BE LEFT EXPOSED TO THE
ELEMENTS.
SPECIFICATION NOTES
REFER TO UNIFIED FACILITIES CRITERIA (UFC) SPECIFICATIONS UNDER COVER SEPARATE FROM THESE DOCUMENTS.
APPLICABLE DESIGN CRITERIA
NAME EDITION
INTERNATIONAL BUILDING CODE (IBC) 2015
NFPA 70: NATIONAL ELECTRIC CODE 2014
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01:
GENERAL BUILDING REQUIREMENTS
16 AUG 2010 WITH CHANGE 2, 28 NOV 2011
UNIFIED FACILITIES CRITERIA (UFC) 4-010-01: DOD
MINIMUM ANTITERRORISM STANDARDS FOR
BUILDINGS
9 FEB 2012 INCLUDING CHANGE 1, 1 OCT 2013
X
X
STATE CODE ADOPTION
INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015X
INTERNATIONAL FIRE CODE (IFC) 2015X
INTERNATIONAL FUEL GAS CODE (IFGC) 2015X
INTERNATIONAL MECHANICAL CODE (IMC) 2015X
INTERNATIONAL PLUMBING CODE (IPC) 2015X
NATIONAL ELECTRIC CODE (NEC) 2014X
ADDITIONAL CODES
X
X
G-002
GENERAL
INFORMATION
SCHEDULE SUBMITTAL
TU
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
R E
P A
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B
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03/16/2017
SEAL:
03/16/2017
SCHEDULE SUBMITTAL
CO
NTRO
LLED PARKING
CONTROLLED PERIMETER
CO
NTRO
LLED PERIM
ETER
CO
NTRO
LLED PARKING
CONTROLLED PARKING
54'-0"
CCSD = 30'-0"M
IN.
STANDO
FF
12'-0"
BUILDING
G-003
ATFP SITE
PLANNORTH
ATFP SITE PLAN
SCALE: 1" = 20'-0"01
TU
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
R E
P A
IR
B
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BKW
03/16/2017
SEAL:
03/16/2017
AFTP SITE LEGEND
CONVENTIONAL CONSTRUCTION
STANDOFF DISTANCE (CCSD)
MINIMUM STANDOFF DISTANCE
A A
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
R E
P A
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RGB
EXISTING SITE
PLAN
CE-101
TDS
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
R E
P A
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RGB
TDS
NEW SITE
PLAN
CN-101
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
R E
P A
IR
B
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IL
D
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B
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RGB
TDS
NEW GRADING AND
EROSION CONTROL
PLAN
CN-102
WAN
RGB
TDS
C0-100
HAUL ROUTE
TU
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
R E
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
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RGB
TDS
EROSION
CONTROL
DETAILS
CD-101
16 March 2017
RE: Tulsa Air National Guard Building 020 Berm Removal
To whom it may concern:
The existing berms are to be removed and a thin set brick veneer will be adhered to the face of existing concrete wall. The new condition has been evaluated and the load demand to capacity ratio is decreased for the existing concrete wall and foundation.
Therefore, the existing structural system has adequate capacity and requires no modifications.
Respectfully, James G. Holt, PE, SE Structural Division 405-735-8939 Direct 618-593-6370 Mobile
Professional Engineering Consultants, P.A.
10017 S. Pennsylvania Ave.
Oklahoma City, OK 73159 www.pec1.com
1617A
REMOVE EXISTING BERM TYP.
EXISTING MASONRY
RETAINING WALL TO REMAIN
EXISTING MASONRY
RETAINING WALL TO REMAIN
83'-9" +/-
36'-8" +/-
71'-5" +/-
73'-5" +/-
103'-11" +/-
16'-6" +/-
12'-0" +/-
12'-10" +/-
14'-0" +/-
BUILDING
FF = 606.30
REMOVE EXISTING SIGNAGE AND RETURN TO OWNER.
REMOVE EXISTING RAILROAD TIES.
REMOVE EXISTING LIGHTING AND CONDUIT.
REMOVE EXISTING CONCRETE FOUNDATION.
AD-201
AD-201
AD-201
AD-201
10'-0" +/-
REMOVE EXISTING
MASONRY
RETAINING WALL
EXISTING MASONRY
WALL TO REMAIN
18'-4" +/-
AD-001
DEMOLITION
SITE PLANNORTH
DEMOLITION SITE PLAN
SCALE: 1" = 20'-0"01
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
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P A
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03/16/2017
SEAL:
A
B
C
D
E
F
G
A
B
C
D
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F
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654321
654321
82'-9"17'-0"
'-4
3'
-4
'-8
5'-10"
22'-10"
3' -4
'-4 "46 '-8
84'-3" 15'-6"
AD-101
TYP
REMOVE EXISTING
WATERBARRIER, RIGID
INSULATION AND
POLYETHYLENE TYP.
REMOVE EXISTING
WATERBARRIER, RIGID
INSULATION AND
POLYETHYLENE TYP.
EXISTING MASONRY
WALL TO REMAIN
EXISTING MASONRY
WALL TO REMAIN
BUILDING 020
FF = 606.30
NO WORK IN
SHADED AREA
AD-201
AD-201
AD-201
AD-201
REMOVE EXISTING
MASONRY WALL
10'-0"
G
A
6' -0
8"
5' -4
EXISTING 6" PERFORATED
FOUNDATION DRAIN TO
REMAIN
EXISTING IMPERVIOUS
MEMBRANE TO REMAIN
EXISTING GRANULAR
BACKFILL TO REMAIN
REMOVE EXISTING
2" RIGID INSULATION
REMOVE EXISTING
GRANULAR BACKFILL
TO GRADE
REMOVE EXISTING
SOIL SEPARATOR
REMOVE EXISTING
SOIL BERM
CLEAN WALL AND
PREP FOR NEW
FLUID APPLIED
WATERPROOFING
FINISH FLOOR
AD-101
DEMOLITION
FLOOR PLAN
NORTH
DEMO FLOOR PLAN
SCALE: 1/8"=1'-0"01
TU
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
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P A
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03/16/2017
SEAL:
03/16/2017
02 SCALE: 3/4"=1'-0"
DEMO WALL SECTION
GENERAL SOIL REMOVAL NOTE:
REFER TO CIVIL FOR INSTRUCTIONS ON SOIL
REMOVAL, STOCKPILES AND REUSE.
AD-101
TYP
EXISTING MASONRY
WALL TO REMAIN
REMOVE EXISTING
SOIL BERM
REFER CIVIL
5' -4
EXISTING MASONRY
WALL TO REMAIN
REMOVE EXISTING
SOIL BERM
REFER CIVIL
5' -4
REMOVE EXISTING SIGNAGE AND RETURN TO OWNER.
REMOVE EXISTING RAILROAD TIES.
REMOVE EXISTING LIGHTING AND CONDUIT.
REMOVE EXISTING CONCRETE FOUNDATION.
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
EXISTING COLUMN TYP.
AD-101
TYP
REMOVE EXISTING
MASONRY WALL
REMOVE EXISTING
SOIL BERM
REFER CIVILREMOVE EXISTING
SOIL BERM
REFER CIVIL
5' -4
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
EXISTING MASONRY
WALL TO REMAIN
REMOVE EXISTING
SOIL BERM
REFER CIVIL
EXISTING MASONRY
WALL TO REMAIN
REMOVE EXISTING
SOIL BERM
REFER CIVIL
5' -4
5' -4
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
EXISTING COLUMN TYP.
EXISTING OVERHEAD DOOR
REMOVE EXISTING
MASONRY WALL
AD-101
TYP
REMOVE EXISTING
SOIL BERM
REFER CIVIL
REMOVE EXISTING
SOIL BERM
REFER CIVIL
5' -4
REMOVE EXISTING SIGNAGE AND RETURN TO OWNER.
REMOVE EXISTING RAILROAD TIES.
REMOVE EXISTING LIGHTING AND CONDUIT.
REMOVE EXISTING CONCRETE FOUNDATION.
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
AD-201
DEMOLITION
EXTERIOR
ELEVATIONS
TU
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N
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
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03/16/2017
SEAL:
03/16/2017
01 SCALE: 1/8"=1'-0"
DEMO SOUTHWEST ELEVATION
02 SCALE: 1/8"=1'-0"
DEMO SOUTHEAST ELEVATION
03 SCALE: 1/8"=1'-0"
DEMO NORTHEAST ELEVATION
04 SCALE: 1/8"=1'-0"
DEMO NORTHWEST ELEVATION
NEW RIVER ROCK PLANTING
BED OVER WEED VEGETATION
BARRIER TYP. WHERE HATCHED
82'-9" +/-
35'-8" +/-
71'-5" +/-
73'-5" +/-
102'-11" +/-
15'-6" +/-
12'-0" +/-
12'-10" +/-
14'-0" +/-
NEW SOD TYP.
WHERE HATCHED
4'-0"
4'-0"
4'-0"
4'-0"
BUILDING
FF = 606.30
NEW METAL TURF
EDGING AT RIVER
ROCK PLANTING BED TYP.
REFER TO 02/AN-001
AN-201
AN-201
AN-201
AN-201
LAWN OR
STEEL LANDSCAPE
EDGING 3/16" X 4"
RIVER ROCK
BED
15" STEEL STAKE
GROUND COVER
SUBGRADE
WEED
BARRIER
TOPSOIL
AN-001
NEW SITE PLANNORTH
NEW SITE PLAN
SCALE: 1" = 20'-0"01
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
R E
P A
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03/16/2017
SEAL:
03/16/2017
SITE PLAN LEGEND:
NEW SOD
NEW RIVER ROCK OVER
EXISTING BACKFILL
02 SCALE: NO SCALE
LANDSCAPE EDGING DETAIL
A
B
C
D
E
F
G
A
B
C
D
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F
G
654321
654321
82'-9"16'-9 3/8"
'-4
3'
-1
/8
'-5
/8
5'-10"
22'-7 3/8"
3' -1
/8
'-4
'-5
/8
84'-0 3/8" 15'-6"
AN-301
TYP
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
BUILDING 020
FF = 606.30
NO WORK IN
SHADED AREA
AN-201
AN-201
AN-201
AN-201
AN-301
TYP
AN-301
SIM
AN-301
SIM
AN-301
AN-301
AN-301
AN-301
TYP TYP
TYP TYP
AN-101
NEW FLOOR
PLAN
NORTH
NEW FLOOR PLAN
SCALE: 1/8"=1'-0"01
TU
LS
A A
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N
A
TI
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TU
LS
A A
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N
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
R E
P A
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B
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03/16/2017
SEAL:
AN-301
TYP
5' -4
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
GENTLY WASH AND
CLEAN MASONRY EXPOSED
FROM REMOVAL OF
SOIL BERM TYP.
GENTLY WASH AND
CLEAN MASONRY EXPOSED
FROM REMOVAL OF
SOIL BERM TYP.
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
EXISTING COLUMN TYP.
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER EXIST. CMU TYP.
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER EXIST. CMU TYP.
AN-301
TYP
AN-301
TYP
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
5' -4
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
EXISTING COLUMN TYP.
EXISTING OVERHEAD DOOR
AN-301
TYP
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER EXIST. CMU TYP.
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER EXIST. CMU TYP.
AN-301
TYP
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
5' -4
NEW THIN BRICK ON
THICK MORTAR SETTING
BED OVER METAL LATHE
ON 2" RIGID INSULATION
OVER FLUID APPLIED
VAPOR BARRIER TYP.
GENTLY WASH AND
CLEAN MASONRY EXPOSED
FROM REMOVAL OF
SOIL BERM TYP.
EXISTING MASONRY TYP.
EXISTING WINDOWS TYP.
EXISTING METAL
WALL PANEL TYP.
AN-201
NEW EXTERIOR
ELEVATIONS
TU
LS
A A
IR
N
A
TI
O N
A L
G U
A R
D
XH
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TU
LS
A A
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N
A
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A L
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
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P A
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B
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03/16/2017
SEAL:
03/16/2017
01 SCALE: 1/8"=1'-0"
NEW SOUTH ELEVATION
02 SCALE: 1/8"=1'-0"
NEW EAST ELEVATION
03 SCALE: 1/8"=1'-0"
NEW NORTH ELEVATION
04 SCALE: 1/8"=1'-0"
NEW WEST ELEVATION
G
A
6' -0
NEW WEED
VEGETATION BARRIER
NEW 2" RIVER ROCK TO
BE 4" THICK AND
SUFFICIENTLY COVER
THE NEW WEED BARRIER
NEW 2" RIGID
INSULATION BOARD
NEW 5/8" THICK
ADHERED
MANUFACTURED
BRICK VENEER
AN-301
EXISTING 6" PERFORATED
FOUNDATION DRAIN TO
REMAIN
EXISTING IMPERVIOUS
MEMBRANE TO REMAIN
AN-301
AN-301
04NEW FLUID APPIED
WATER BARRIER
NEW 2" RIGID
INSULATION BOARD
NEW METAL LATH
NEW LATH FASTENER
6 INCHES EACH WAY
NEW THICK MORTAR
BED SETTING
NEW 5/8" THICK ADHERED
MANUFACTURED
BRICK VENEER
EXISTING WALL
SHOWN SHADED
NEW FLUID APPIED
WATER BARRIER
NEW 2" RIGID
INSULATION BOARD
NEW METAL LATH
NEW LATH FASTENER
6 INCHES EACH WAY
NEW THICK MORTAR
BED SETTING
NEW 5/8" THICK ADHERED
MANUFACTURED
BRICK VENEER
NEW 2" RIVER ROCK TO BE 4"
THICK AND SUFFICIENTLY COVER
THE NEW WEED BARRIER
NEW FLASHING MEMBRANE
1" 4"
M
IN
ELESTOMERIC PAINT AT
EXPOSED CONC.
4" M
IN
WEEP SCREED
NEW FLUID APPIED
WATER BARRIER
NEW 2" RIGID
INSULATION BOARD
NEW METAL LATH
NEW LATH FASTENER
6 INCHES EACH WAY
NEW THICK MORTAR
BED SETTING
EW 5/8" THICK ADHERED
MANUFACTURED
BRICK VENEER
EXISTING WALL
SHOWN SHADED
1/2" BEAD AND CAULK
CONTINUOUS AT NEW
BRICK VENEER
NEW FLUID APPIED
WATER BARRIER
NEW 2" RIGID
INSULATION BOARD
NEW METAL LATH
NEW LATH FASTENER
6 INCHES EACH WAY
NEW THICK MORTAR
BED SETTING
NEW 5/8" THICK ADHERED
MANUFACTURED
BRICK VENEER
EXISTING WALL
SHOWN SHADED
1/2" BEAD AND CAULK
CONTINUOUS AT NEW
BRICK VENEER
EXISTING MASONRY WALL TO REMAIN
NEW THIN BRICK ON THICK MORTAR
SETTING BED OVER EXIST. CMU TYP.
AN-301
TYP
4' -1
0" (F
.V
2'-0" (F.V.) 8'-4" (F.V.)
EXISTING WALL
SHOWN SHADED
MORTAR WASH AT
TOP OF BRICK, TYP.
NEW THICK MORTAR
BED SETTING
NEW 5/8" THICK ADHERED
MANUFACTURED
BRICK VENEER
EXISTING CMU
AN-301
NEW SECTION
DETAILS
NORTH
PLAN DETAIL
SCALE: 3"=1'-0"05
TU
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03/16/2017
1617A
SHEET NO.:
SHEET TITLE:
PROJECT NO.:
DATE:
CHECKED BY:
PROJ. MANAGER:
DRAWN BY:
DATEREV. DESCRIPTION
REVISIONS
SEAL:
ARCHITECTS
IN
3220 MARSHALL AVENUE
NORMAN, OK 73072
TEL: 405.360.1300
FAX: 405.360.1431
CSM
GL
R E
P A
IR
B
U
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D
IN
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B
E R
M S
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TE
M
BKW
03/16/2017
SEAL:
03/16/2017
01 SCALE: 3/4"=1'-0"
NEW WALL SECTION
03 SCALE: 3"=1'-0"
NEW WALL SECTION DETAIL
02 SCALE: 3"=1'-0"
NEW WALL SECTION DETAIL
04 SCALE: 3"=1'-0"
NEW WALL SECTION DETAIL
3 5/8"
3 5/8"
3 5/8"
3 5/8"
06 SCALE: 1/2"=1'-0"
NEW ENLARGED WALL ELEVATION
07 SCALE: 3"=1'-0"
NEW WALL SECTION DETAIL
File details come from the government source that posted it.