1617C_-_XHZG142601_Repair_Bldg_230_Berm_System_-_Drawings.pdf

PROJECT

LOCATION

E 46TH ST N

N

97TH

E A

V E

OKLAHOMA AIR NATIONAL GUARD - TULSA

XHZG142601 - REPAIR BUILDING 230 BERM SYSTEM

100% CONSTRUCTION DOCUMENTS

138TH FIGHTER WING HEADQUARTERS

TULSA INTERNATIONAL AIRPORT AIR GUARD BASE

TULSA, OKLAHOMA

PROJECT NO. XHZG142601 G-001

COVER SHEET

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PROJECT NO.:

DATE:

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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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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 230

AN-301 NEW SECTIONS DETAILS

AD-301 DEMOLITION SECTION DETAILS

CD-101 EROSION CONTROL 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) 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

SCHEDULE SUBMITTALSCHEDULE SUBMITTAL

G-002

GENERAL

INFORMATION

SCHEDULE SUBMITTAL

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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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CONTROLLED PARKING

BUILDING 230

MIN.

STANDOFF

12'-0"

CCSD = 30'-0"

44'-0"

G-003

ATFP SITE

PLAN

NORTH

ATFP 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

CSM

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AFTP SITE LEGEND

CONVENTIONAL CONSTRUCTION

STANDOFF DISTANCE (CCSD)

MINIMUM STANDOFF DISTANCE

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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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EXISTING SITE

PLAN

CE-101

TDS

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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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REVISIONS

SEAL:

ARCHITECTS

IN

3220 MARSHALL AVENUE

NORMAN, OK 73072

TEL: 405.360.1300

FAX: 405.360.1431

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NEW GRADING AND

EROSION CONTROL

PLAN

CN-102

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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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HAUL ROAD

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SHEET NO.:

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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 230 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

1617C

REMOVE EXISTING

BERM

REMOVE EXISTING

BERM

REMOVE EXISTING

BERM

REMOVE EXISTING

BERM

32'-6"48'-11"

'-4

8'-8"

8' -8

57'-7" (VERIFY ON SITE)

'-0

'-3

8'

-8

'-1

1"

8'-8" 51'-2"

59'-10"

BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

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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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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NO WORK IN

SHADED AREA

REMOVE EXISTING GEOTEXTILE

FABRIC, COMPOSITE DRAINAGE

BD., WATERPROOFING MEMBRANE

AND ALUM. TERMINATION BAR

PREP WALL FOR NEW FLUID APPLIED

WATERPROOFING

AD-301

TYP

REMOVE EXISTING

GEOTEXTILE FABRIC,

COMPOSITE DRAINAGE

BD., WATERPROOFING

MEMBRANE AND ALUM.

TERMINATION BAR

PREP WALL FOR NEW

FLUID APPLIED

WATERPROOFING

REMOVE EXISTING GEOTEXTILE

FABRIC, COMPOSITE DRAINAGE

BD., WATERPROOFING MEMBRANE

AND ALUM. TERMINATION BAR

PREP WALL FOR NEW FLUID APPLIED

WATERPROOFING

REMOVE EXISTING GEOTEXTILE

FABRIC, COMPOSITE DRAINAGE

BD., WATERPROOFING MEMBRANE

AND ALUM. TERMINATION BAR

PREP WALL FOR NEW FLUID APPLIED

WATERPROOFING

32'-6"48'-10 1/2"

'-3

/2

'-2

/2

51'-1 1/2"

AD-301

TYP

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL REMOVE EXISTING

CONCRETE WALL

GFE

D

C

B

A

4' -0

'-4

'-8

/2

AD-201

AD-201

AD-201

AD-201

02BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

AD-101

DEMOLITION

FLOOR PLAN

NORTH

DEMO 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:

03/16/2017A REMOVE EXISTING DAMAGED GYP. BD.

AND TRIM AT EXISTING FURR OUT.

B SAND DOWN EXISTING TAPE AND BED JOINT BELOW METAL WALL CHASE

(APPROXIMATELY 12'-0" LONG). SMOOTH TRANSITION AND PREP AREA FOR NEW TAPE,

BED AND PAINT.

C REMOVE WALL MOUNTED TELEVISIONS AND STORE FOR REINSTALLATION. REMOVE EXISTING RUBBER

BASE, GYP. BD. AND WALL INSULATION (BELOW METAL WALL CHASE).

D SAND DOWN EXISTING TAPE AND BED JOINT BELOW WINDOW SILL (APPROXIMATELY 2 '-0"

HIGH). SMOOTH TRANSITION AND PREP AREA FOR NEW TAPE, BED AND PAINT.

E REMOVE EXISTING LAMINATE WINDOW SILL (APPROXIMATELY 4'-0" WIDE), WATER

DAMAGED GYP. BD. AROUND OPENING AND ANY WATER DAMAGED WALL INSULATION.

F SAND DOWN EXISTING TAPE AND BED JOINT

BELOW WINDOW SILL (APPROXIMATELY 2 '-0"

HIGH). SMOOTH TRANSITION AND PREP AREA

FOR NEW TAPE, BED AND PAINT.

G SAND DOWN EXISTING TAPE AND BED JOINT

BELOW WINDOW SILL (APPROXIMATELY 2 '-0"

HIGH). SMOOTH TRANSITION AND PREP AREA

FOR NEW TAPE, BED AND PAINT.

2' -0

F.

V

2' -0

F.

V

4'-0" (F.V.)

1/

2" (F

.V

2' -0

F.

V

2' -0

F.

V

TV

TV

19'-4" (F.V.)

3' -4

F.

V

12'-0" (F.V.)

2'-0" (F.V.)

E X

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(F.V

AD-301

TYP

REMOVE EXISTING

SOIL BERM

REFER CIVIL

AD-301

TYP

REMOVE EXISTING

ALUM TERMINATION BAR

REMOVE EXISTING

ALUM DOWNSPOUT TYP

REMOVE EXISTING

CONCRETE WALL

EXISTING DOWNSPOUT TYP.

EXISTING MASONRY WALL TYP.

EXISTING METAL ROOF TYP.

EXISTING MASONRY WALL TYP.

EXISTING METAL WALL PANELS TYP.

AD-301

TYP

AD-301

TYP

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

ALUM TERMINATION BAR

REMOVE EXISTING

ALUM DOWNSPOUT TYP

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

EXISTING MASONRY WALL TYP.

EXISTING METAL ROOF TYP.

EXISTING METAL WALL PANEL TYP.

AD-301

TYP

AD-301

TYP

REMOVE EXISTING

SOIL BERM

REFER CIVIL

REMOVE EXISTING

ALUM TERMINATION BAR

REMOVE EXISTING

CONCRETE WALL

REMOVE EXISTING

CONCRETE WALL

EXISTING MASONRY WALL TYP.

EXISTING METAL

WALL PANEL TYP.

EXISTING ALUMINUM

FRAMED GLAZING TYP.

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.:

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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

CSM

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5' -0

1' -0

4'

-0

EXISTING SOIL

TO REMAIN

EXISTING 4" DIA.

FOUNDATION DRAIN

TO REMAIN

REMOVE EXISTING

SOIL BERM

CLEAN WALL AND

PREP FOR NEW

FLUID APPLIED

WATERPROOFING

REMOVE EXISTING

SPINKLER SYSTEM

REMOVE EXISTING

METAL DRAINAGE BOOT

REMOVE EXISTING

METAL DOWNSPOUT

5' -0

1' -0

4'

-0

EXISTING SOIL

TO REMAIN

EXISTING 4" DIA.

FOUNDATION DRAIN

TO REMAIN

REMOVE EXISTING

SOIL BERM

CLEAN WALL AND

PREP FOR NEW

FLUID APPLIED

WATERPROOFING

REMOVE EXISTING

SPINKLER SYSTEM

REMOVE EXISTING

METAL DRAINAGE BOOT

REMOVE EXISTING

METAL DOWNSPOUT

AD-301

DEMOLITION

SECTIONS

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

DEMO WALL SECTION

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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

GL

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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.

NEW RIVER ROCK PLANTING

BED OVER WEED VEGETATION

BARRIER TYP. WHERE HATCHED

NEW RIVER ROCK

PLANTING BED OVER

WEED VEGETATION

BARRIER TYP.

WHERE HATCHED

32'-6"48'-11"

'-4

8'-8"

8' -8

57'-7"

'-0

'-3

8'

-8

'-1

1"

8'-8" 51'-2"

59'-10"

NEW SOD TYP.

WHERE HATCHED

NEW SOD TYP.

WHERE HATCHED

NEW METAL TURF

EDGING AT RIVER

ROCK PLANTING

BED TYP.

REFER TO 02/AN-001

AN-201

AN-201

AN-201

AN-201

02BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

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

CSM

GL

R E

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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

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER AN-301

TYP

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

NEW 5/8" THICK

ADHERED

MANUFACTURED

BRICK VENEER

34'-6"50'-3 1/2"

'-3

/2

'-3

/2

52'-1 1/2"

AN-301

TYP

AN-301

TYP

GFE

D

C

B

A

4' -0

'-4

'-8

/2

AN-201

AN-201

AN-201

AN-201

02BUILDING 230

FF = 609.90

NO WORK IN SHADED AREA

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

GL

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SEAL:

03/16/2017A INSTALL NEW GYP. BD. TAPE, BED AND TEXTURE

TO MATCH EXISTING. PAINT TO MATCH EXISTING.

B NEW TAPE AND BED OVER TRANSITION JOINT UNDER EXISTING METAL ELECTRICAL CHASE. TEXTURE

AND SMOOTH TRANSITION TO MATCH EXISTING. PAINT TO MATCH EXISTING.

C INSTALL NEW BATT INSULATION TO MATCH EXISTING R-VALUE. INSTALL NEW GYP. BD. UNDER EXISTING METAL ELECTRICAL CHASE TO REPAIR EXISTING WALL. TAPE, BED AND TEXTURE TO MATCH EXISTING WALLS. PAINT TO MATCH EXISTING. INSTALL NEW RUBBER BASE TO MATCH EXISTING. REINSTALL WALL

MOUNTED TELEVISIONS.

D NEW TAPE AND BED OVER GYP. BD. JOINT. TEXTURE AND SMOOTH TRANSITION TO MATCH EXISTING.

PAINT TO MATCH EXISTING.

E INSTALL NEW LAMINATE WINDOW SILL (APPROXIMATELY 4'-0" WIDE) TO MATCH EXISTING. INSTALL NEW BATT INSULATION TO MATCH EXISTING R-VALUE. INSTALL NEW GYP. BD. WHERE NECESSARY TO REPAIR EXISTING WALL. TAPE, BED AND TEXTURE TO MATCH EXISTING WALLS. PAINT TO MATCH EXISTING.

F

NEW TAPE AND BED OVER GYP. BD. JOINT.

TEXTURE AND SMOOTH TRANSITION TO MATCH

EXISTING. PAINT TO MATCH EXISTING.

G NEW TAPE AND BED OVER GYP. BD. JOINT.

TEXTURE AND SMOOTH TRANSITION TO MATCH

EXISTING. PAINT TO MATCH EXISTING.

2' -0

F.

V

2' -0

F.

V

4'-0" (F.V.)

1/

2" (F

.V

2' -0

F.

V

2' -0

F.

V

TV

TV

19'-4" (F.V.)

3' -4

F.

V

12'-0" (F.V.)

2'-0" (F.V.)

E X

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N

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(F.V

SECTION 09 90 00 - PAINTING AND COATING

PART 1 GENERAL

1.01 SUBMITTALS

A. SEE SECTION 01 33 00 - SUBMITTAL PROCEDURES.

B. PRODUCT DATA: PROVIDE COMPLETE LIST OF ALL PRODUCTS TO BE USED, WITH THE FOLLOWING

INFORMATION FOR EACH:

1. MANUFACTURER'S NAME, PRODUCT NAME AND/OR CATALOG NUMBER, AND GENERAL PRODUCT

CATEGORY (E.G. "ALKYD ENAMEL").

2. MPI PRODUCT NUMBER (E.G. MPI #47).

3. MANUFACTURER'S INSTALLATION INSTRUCTIONS.

C. SAMPLES: SUBMIT THREE PAPER "DRAW DOWN" SAMPLES, 8-1/2 BY 11 INCHES IN SIZE, ILLUSTRATING

COLORS SPECIFIED AND RANGE OF SHEENS RECOMMENDED TO MATCH EXISTING.

D. PRODUCT DATA: PROVIDE DATA ON ALL FINISHING PRODUCTS, INCLUDING VOC CONTENT.

E. CERTIFICATION: BY MANUFACTURER THAT ALL PAINTS AND COATINGS COMPLY WITH VOC LIMITS

SPECIFIED.

F. MANUFACTURER'S INSTRUCTIONS: INDICATE SPECIAL SURFACE PREPARATION PROCEDURES.

G. MAINTENANCE DATA: SUBMIT DATA INCLUDING FINISH SCHEDULE SHOWING WHERE EACH

PRODUCT/COLOR/FINISH WAS USED, PRODUCT TECHNICAL DATA SHEETS, MATERIAL SAFETY DATA SHEETS (MSDS), CARE AND CLEANING INSTRUCTIONS, TOUCH-UP PROCEDURES, REPAIR OF PAINTED AND COATED

SURFACES, AND COLOR SAMPLES OF EACH COLOR AND FINISH USED.

PART 2 PRODUCTS

2.01 BASIS OF DESIGN MANUFACTURER: SHERWIN WILLIAMS.

A. COLOR: #240 BEIGE.

B. SHEEN: MATCH EXISTING.

SECTION 09 65 00 - RESILIENT FLOORING

1.01 SUBMITTALS

A. SEE SECTION 01 33 00 - SUBMITTAL PROCEDURES.

B. PRODUCT DATA: PROVIDE DATA ON SPECIFIED PRODUCTS, DESCRIBING PHYSICAL AND PERFORMANCE CHARACTERISTICS; INCLUDING SIZES, PATTERNS AND COLORS AVAILABLE; AND INSTALLATION

INSTRUCTIONS.

C. VERIFICATION SAMPLES: SUBMIT TWO SAMPLES, 4 BY 6 INCH IN SIZE ILLUSTRATING COLOR FOR PRODUCT

SPECIFIED.

D. MAINTENANCE DATA: INCLUDE MAINTENANCE PROCEDURES.

PART 2 PRODUCTS

2.01 RESILIENT BASE

A. RESILIENT BASE: ASTM F1861, TYPE TS RUBBER, VULCANIZED THERMOSET; TOP SET STYLE B, COVE.

1. HEIGHT: 4 INCH.

2. THICKNESS: 0.125 INCH THICK.

3. FINISH: MATTE.

4. LENGTH: ROLL.

5. BASIS OF DESIGN MANUFACTURER: ROPPE CORP: WWW.ROPPE.COM.

6. COLOR: #174 BROWN.

2.02 ACCESSORIES

A. PRIMERS, ADHESIVES, AND SEAMING MATERIALS: WATERPROOF; TYPES RECOMMENDED BY FLOORING

MANUFACTURER.

SECTION 12 36 00 - COUNTERTOPS

1.01 SUBMITTALS

A. SEE SECTION 01 33 00 - SUBMITTAL PROCEDURES.

B. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TO BE USED, INCLUDING:

1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.

2. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS.

3. SPECIMEN WARRANTY.

C. SHOP DRAWINGS: COMPLETE DETAILS OF MATERIALS AND INSTALLATION; SHOW EXISTING

CONSTRUCTION TO BE USED.

D. VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT SPECIFIED, MINIMUM SIZE 6 INCHES SQUARE, REPRESENTING ACTUAL PRODUCT, COLOR, AND PATTERN.

E. INSTALLATION INSTRUCTIONS: MANUFACTURER'S INSTALLATION INSTRUCTIONS AND

RECOMMENDATIONS.

F. MAINTENANCE DATA: MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR MAINTENANCE

AND REPAIR OF COUNTERTOP SURFACES.

PART 2 PRODUCTS

2.01 COUNTERTOP & WINDOW SILL ASSEMBLIES

A. QUALITY STANDARD: CUSTOM GRADE, IN ACCORDANCE WITH AWI/AWMAC/WI (AWS).

B. PLASTIC LAMINATE COUNTERTOPS: HIGH PRESSURE DECORATIVE LAMINATE SHEET BONDED TO

SUBSTRATE.

1. LAMINATE SHEET, UNLESS OTHERWISE INDICATED: NEMA LD 3, GRADE HGS, 0.048 INCH NOMINAL

THICKNESS.

A. WEAR RESISTANCE: IN ADDITION TO SPECIFIED GRADE, COMPLY WITH NEMA LD 3 HIGH

WEAR GRADE REQUIREMENTS FOR WEAR RESISTANCE.

B. BASIS OF DESIGN MANUFACTURER: WILSONART.

C. FINISH: STANDARD HIGH DEFINITION LAMINATE.

D. SURFACE COLOR AND PATTERN: TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE.

2. EXPOSED EDGE TREATMENT:

A. COUNTERTOP: BULLNOSE, SUBSTRATE BUILT UP TO MINIMUM 1-1/2 INCH THICK; COVERED WITH

MATCHING LAMINATE.

B. WINDOW SILLS: SQUARE WITH APRON, SUBSTRATE BUILT UP TO MINIMUM 1-1/2 INCH THICK;

COVERED WITH MATCHING LAMINATE.

3. BACK AND END SPLASHES: SAME MATERIAL, SAME CONSTRUCTION.

4. FABRICATE IN ACCORDANCE WITH AWI/AWMAC/WI (AWS), SECTION 11 - COUNTERTOPS, CUSTOM GRADE.

2.02 ACCESSORY MATERIALS

A. PLYWOOD FOR SUPPORTING SUBSTRATE: PS 1 EXTERIOR GRADE, A-C VENEER GRADE, MINIMUM 5-PLY;

MINIMUM 3/4 INCH THICK; JOIN LENGTHS USING METAL SPLINES.

B. ADHESIVES: CHEMICAL RESISTANT WATERPROOF ADHESIVE AS RECOMMENDED BY MANUFACTURER OF

MATERIALS BEING JOINED.

C. JOINT SEALANT: MILDEW-RESISTANT SILICONE SEALANT, CLEAR.

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 PREFINISHED METAL

DOWNSPOUT TO MATCH

EXISTING.

DSDSDS EXIST

DS

EXIST

DS

EXIST

DS

EXIST

DS

EXIST

DS

EXISTING DOWNSPOUT TYP.

EXISTING MASONRY WALL TYP.

EXISTING METAL ROOF TYP.

EXISTING MASONRY WALL TYP.

EXISTING METAL WALL PANELS 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 PREFINISHED METAL

DOWNSPOUT TO MATCH

EXISTING. TYPICAL

DS DS DS DS DS

EXISTING MASONRY WALL TYP.

EXISTING METAL ROOF TYP.

EXISTING METAL WALL PANEL 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.

EXISTING MASONRY WALL TYP.

EXISTING METAL

WALL PANEL TYP.

EXISTING ALUMINUM

FRAMED GLAZING TYP.

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

TU

LS

A A

IR

N

A

TI

O N

A L

G U

A R

D

XH

ZG

TU

LS

A A

IR

N

A

TI

O N

A L

G U

A R

D B

A

A , O

K

LA

H O

M A

03/16/2017

1617C

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

IL

D

IN

G

B

E R

M S

Y S

TE

M

BKW

5' -0

1' -0

4'

-0

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

NEW MANUFACTURED

CAST CONCRETE

WATERTABLE

4"

AN-301

AN-301

AN-301

SIM

EXISTING 4" DIA.

FOUNDATION DRAIN

TO REMAIN

NEW METAL DOWNSPOUT.

CONNECT TO EXISTING

UNDERGROUND DRAINAGE

SYSTEM. PAINT TO MATCH

EXISTING.

5' -0

1' -0

4'

-0

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

NEW MANUFACTURED

CAST CONCRETE

WATERTABLE

4"

AN-301

AN-301

AN-301

EXISTING 4" DIA.

FOUNDATION DRAIN

TO REMAIN

NEW METAL DOWNSPOUT.

CONNECT TO EXISTING

UNDERGROUND DRAINAGE

SYSTEM. PAINT TO MATCH

EXISTING.

NEW LIQUID 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 LIQUID 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.

NEW FLASHING MEMBRANE

NEW LIQUID 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

PREFORMED CORNERS

NEW LIQUID 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 MANUFACTURED

CAST CONCRETE WATERTABLE

5/8"

1/

2"

4" 1/4"

GALVANIZED METAL BRACKET,

HOLDING CAPACITY 5 LBS/LF

AN-301

NEW

SECTION

DETAILS

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

NEW WALL SECTION

TU

LS

A A

IR

N

A

TI

O N

A L

G U

A R

D

XH

ZG

TU

LS

A A

IR

N

A

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A L

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A R

D B

A

A , O

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LA

H O

M A

03/16/2017

1617C

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

IL

D

IN

G

B

E R

M S

Y S

TE

M

BKW

SEAL:

03/16/2017

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

NEW WALL SECTION

NORTH

PLAN DETAIL

SCALE: 3"=1'-0"06

04 SCALE: 3"=1'-0"

NEW WALL SECTION DETAIL

03 SCALE: 3"=1'-0"

NEW WALL SECTION DETAIL

05 SCALE: 3"=1'-0"

NEW WALL SECTION DETAIL

3 5/8"

3 5/8"

3 5/8"

3 5/8"