1617B_-_XHZG162222_Repair_Bldg_222_Berm_System_-_Drawings.pdf

PROJECT

LOCATION

E 46TH ST N

N

97TH

E A

V E

OKLAHOMA AIR NATIONAL GUARD - TULSA

XHZG162222 - REPAIR BUILDING 222 BERM SYSTEM

100% CONSTRUCTION DOCUMENTS

138TH FIGHTER WING HEADQUARTERS

TULSA INTERNATIONAL AIRPORT AIR GUARD BASE

TULSA, OKLAHOMA

PROJECT NO. XHZG162222 G-001

COVER SHEET

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PROJECT NO.:

DATE:

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DRAWN BY:

DATEREV. DESCRIPTION

REVISIONS

SEAL:

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IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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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)

SHEET INDEX

GENERAL

G-001 COVER SHEET

ARCHITECTURAL

AD-001 DEMOLITION SITE PLAN

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

G-003 ATFP SITE PLAN

CIVIL

CE-101 EXISTING SITE PLAN

CN-101 NEW SITE PLAN

CN-102 NEW GRADING AND EROSIONS CONTROL PLAN

CO-100 HAUL ROAD

STRUCTURAL

S-101 BLDG 222

CD-101 EROSION CONTROL DETAILS

AN-301 NEW SECTION DETAILS

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)

NFPA 70: NATIONAL ELECTRIC CODE

UNIFIED FACILITIES CRITERIA (UFC) 1-200-01:

GENERAL BUILDING REQUIREMENTS

UNIFIED FACILITIES CRITERIA (UFC) 4-010-01: DOD

MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS

X

X

STATE CODE ADOPTION

INTERNATIONAL EXISTING BUILDING CODE (IEBC)X

INTERNATIONAL FIRE CODE (IFC)X

INTERNATIONAL FUEL GAS CODE (IFGC)X

INTERNATIONAL MECHANICAL CODE (IMC)X

INTERNATIONAL PLUMBING CODE (IPC)X

NATIONAL ELECTRIC CODE (NEC)X

ADDITIONAL CODES

X

X

16 AUG 2010 WITH CHANGE 2, 28 NOV 2011

9 FEB 2012 INCLUDING CHANGE 1, 1 OCT 2013

G-002

GENERAL

INFORMATION

SCHEDULE SUBMITTAL

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PROJECT NO.:

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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

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CO

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6' -0

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'-0

48'-0"

BUILDING 222

G-003

ATFP SITE

PLAN

NORTH

ATFP SITE PLAN

SCALE: 1" = 10'-0"01

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SHEET TITLE:

PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

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DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

CSM

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AFTP SITE LEGEND

CONVENTIONAL CONSTRUCTION

STANDOFF DISTANCE (CCSD)

MINIMUM STANDOFF DISTANCE

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PROJECT NO.:

DATE:

CHECKED BY:

PROJ. MANAGER:

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DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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PROJECT NO.:

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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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DATEREV. DESCRIPTION

REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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DATE:

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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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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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EROSION

CONTROL

DETAILS

CD-101

16 March 2017

RE: Tulsa Air National Guard Building 222 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

1617B

REMOVE EXISTING BERM

REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

'-5

'-5

'-2

32'-8"

10'-8"22'-0"

'-0

'-5

'-5

'-0

22'-0" 33'-0"

55'-0" 44'-0"

79'-0"

101'-0"

22'-0"

'-0

9'

-0

'-0

'-0

22'-0"12'-0"

34'-0"13'-0"

24'-8"7'-4"

32'-0"

REMOVE EXISTING BERM

REMOVE EXISTING

CONCRETE RETAINING

WALL

REMOVE EXISTING

CONCRETE PAD

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

REMOVE EXISTING

CONDENSER AND

STORE FOR

REINSTALLATION

REMOVE EXISTING

CONCRETE RETAINING

WALL TYP.

REMOVE EXISTING BERM

REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

REMOVE EXISTING

CONCRETE LOW

RETAINING WALL TYP.

REMOVE EXISTING BERM

REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

BUILDING 222

FF = 608.60

NO WORK IN SHADED AREA

EXISTING COMM LINES UNDER EXISTING BERM

AND SIDEWALK. REFER TO CIVIL FOR

INSTRUCTIONS ON REMOVAL AND

REINSTALLATION.

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER..

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

AD-201

AD-201

AD-201

AD-201

AD-001

DEMOLITION

SITE PLAN

NORTH

DEMOLITION SITE PLAN

SCALE: 1" = 10'-0"01

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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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REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

REMOVE EXISTING CONCRETE

LOW RETAINING WALL TYP.

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

REMOVE EXISTING

CONCRETE LOW

RETAINING WALL TYP.

EXISTING RIGID

INSULATION TO

BE REMOVED

EXISTING RIGID

INSULATION TO

BE REMOVED

EXISTING RIGID

INSULATION TO

BE REMOVED

EXISTING RIGID

INSULATION TO

BE REMOVED

5'-10"

'-7

'-7

29'-2"

19'-10" 11'-2"

'-4

75'-2"

AD-101

TYP

BUILDING 222

FF = 608.60

NO WORK IN

SHADED AREA

A

REMOVE EXISTING

CONCRETE RETAINING

WALL TYP.

12'-0"

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER..

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

AD-201

AD-201

AD-201

AD-201

8' -0

8"

7' -4

EXISTING SOIL

TO REMAIN

REMOVE EXISTING

2" RIGID INSULATION

REMOVE EXISTING

SOIL BERM

CLEAN WALL AND

PREP FOR NEW

FLUID APPLIED

WATERPROOFING

AD-101

DEMOLITION

FLOOR PLAN

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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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SEAL:

03/16/2017

NORTH

DEMO FLOOR PLAN

SCALE: 1/8"=1'-0"01

02 SCALE: 3/4"=1'-0"

DEMO WALL SECTION

A

INTERIOR DEMOLITION NOTE (ROOM 17)

EXISTING OFFICE FURNITURE TO BE RELOCATED BY

CONTRACTOR. COVER AND PROTECT FURNITURE

DURING CONSTRUCTION. REMOVE EXISTING CEILING

TILES AND GRID ADJACENT TO SOUTH WALL AND STORE

FOR REINSTALLATION. REMOVE 12' WIDE X 8' TALL

SECTION OF EXISTING DAMAGED GYP. BD., INSULATION

AND WALL BASE DOWN TO EXISTING STRUCTURAL WALL.

PREP EXISTING WALL FRAMING FOR INSTALLATION OF

NEW GYP. BD.

GENERAL SOIL REMOVAL NOTE:

REFER TO CIVIL FOR INSTRUCTIONS ON SOIL

REMOVAL, STOCKPILES AND REUSE.

AD-101

TYP

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVILREMOVE EXISTING

CONCRETE RETAINING

WALL TYP.

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

EXISTING ALUMINUM

FRAMED GLAZING

AD-101

TYP

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

MECHANICAL SCREEN WALLS

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

AD-101

TYP

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

EXISTING OVERHEAD

DOOR TYP.

EXISTING GAS METER..

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

AD-101

TYP

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

LOW RETAINING

WALL

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

CONCRETE RETAINING

WALL TYP.

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

EXISTING ALUMINUM

FRAMED GLAZING

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

AD-201

DEMOLITION

EXTERIOR

ELEVATIONS

01 SCALE: 1/8"=1'-0"

DEMO SOUTH ELEVATION

02 SCALE: 1/8"=1'-0"

DEMO EAST ELEVATION

03 SCALE: 1/8"=1'-0"

DEMO NORTH ELEVATION

04 SCALE: 1/8"=1'-0"

DEMO WEST ELEVATION

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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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NEW RIVER ROCK PLANTING

BED OVER WEED VEGETATION

BARRIER TYP. WHERE HATCHED

'-5

'-5

'-2

32'-8"

10'-8"22'-0"

'-0

'-5

'-5

'-0

22'-0" 33'-0"

55'-0" 44'-0"

79'-0"

101'-0"

22'-0"

'-0

9'

-0

'-0

'-0

22'-0"12'-0"

34'-0"13'-0"

24'-8"7'-4"

32'-0"

NEW 4" CONCRETE

PAD AND RELOCATED

CONDENSER UNIT

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

NEW SOD TYP.

WHERE HATCHED

BUILDING 222

FF = 608.60

NO WORK IN SHADED AREA

NEW METAL TURF

EDGING AT RIVER

ROCK PLANTING BED TYP.

REFER TO 02/AN-001

NEW AND EXISTING COMM LINES UNDER

NEW GRADE AND EXISTING SIDEWALK. REFER

TO CIVIL FOR INSTRUCTIONS ON REMOVAL

AND REINSTALLATION.

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER..

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

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 PLAN

NORTH

NEW SITE PLAN

SCALE: 1" = 10'-0"01

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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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SEAL:

03/16/2017

SITE PLAN LEGEND:

NEW SOD

NEW RIVER ROCK OVER

EXISTING BACKFILL

02 SCALE: NO SCALE

LANDSCAPE EDGING DETAIL

AN-301

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.

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'-11 5/8"

'-8

/8

'-2

'-8

/8

'-7

/4

29'-3 5/8" 52'-0" 75'-3 5/8"

156'-7 1/4"

'-7

/4

12'-3 5/8"12'-0"1'-6"3'-4"20'-10"

49'-11 5/8"

BUILDING 222

FF = 608.60

NO WORK IN

SHADED AREA

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

EXISTING RETAINING

WALL TO REMAIN

AN-301

TYP

TYP

A

12'-0"

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER..

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

AN-201

AN-201

AN-201

AN-201

AN-101

NEW FLOOR

PLAN

NORTH

NEW FLOOR PLAN

SCALE: 1/8"=1'-0"01

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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

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SEAL:

03/16/2017

A

INTERIOR CONSTRUCTION NOTE (ROOM 17)

INSTALL 12' WIDE X 8' TALL NEW GYP. BD., WALL

INSULATION AND WALL BASE TO MATCH EXISTING. TAPE,

BED AND TEXTURE NEW GYP. WALL. PAINT TO MATCH

EXISTING. REINSTALL EXISTING CEILING TILES AND GRID.

MOVE OFFICE FURNITURE BACK TO EXISTING LOCATION.

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.

INSTALL (2) TWO NEW DUCT BANKS AND

NEW COMM LINES UNDER NEW GRADE

AND EXISTING SIDEWALK. REFER

TO CIVIL FOR INSTRUCTIONS ON REMOVAL

AND REINSTALLATION.

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

EXISTING ALUMINUM

FRAMED GLAZING

AN-301

TYP

GENTLY WASH AND

CLEAN CONC. PANEL EXPOSED

FROM REMOVAL OF

SOIL BERM 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 CONC. PANEL EXPOSED

FROM REMOVAL OF

SOIL BERM TYP.

NEW THIN BRICK ON

THICK MORTAR SETTING

BED OVER METAL LATHE

ON 2" RIGID INSULATION

OVER FLUID APPLIED

VAPOR BARRIER TYP.

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE 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.

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

EXISTING OVERHEAD

DOOR TYP.

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

AN-301

TYP

EXISTING COMM EQUIPMENT.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

EXISTING GAS METER.

COORDINATE ADJUSTMENT TO

NEW GRADE WITH OWNER.

GENTLY WASH AND

CLEAN CONC. PANEL EXPOSED

FROM REMOVAL OF

SOIL BERM TYP.

NEW THIN BRICK ON

THICK MORTAR SETTING

BED OVER METAL LATHE

ON 2" RIGID INSULATION

OVER FLUID APPLIED

VAPOR BARRIER TYP.

EXISTING METAL

WALL PANEL TYP.

EXISTING MASONRY

SOLDIER COURSE TYP.

EXISTING ALUMINUM

FRAMED GLAZING

AN-201

NEW EXTERIOR

ELEVATIONS

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

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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

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7' -4

8" 6'

-0

8"

NEW WEED

VEGETATION BARRIER

NEW 2" RIVER ROCK TO

BE 4" THICK AND

SUFFICIENTLY COVER

THE NEW WEED BARRIER

EXISTING PRECAST

WALL PANEL

NEW 2" RIGID

INSULATION BOARD

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

AN-301

AN-301

AN-301

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

WEEP SCREED

1" 4"

M

IN

ELASTOMERIC PAINT AT

EXPOSED CONC.

4" M

IN

NEW FLASHING MEMBRANE

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

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

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

AN-301

NEW SECTION

DETAILS

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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

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SEAL:

03/16/2017

01 SCALE: 3/4"=1'-0"

NEW WALL SECTION

NORTH

PLAN DETAIL

SCALE: 3"=1'-0"05

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"