XHZG162001 Type B-3 Drawing Set EP.pdf

NOT TO SCALE

BASE MAP

N

TULSA AIR NATIONAL GUARD

XHZG162001 ENERGY: UPGRADE HVAC AND DDC SYSTEMS BASE WIDE

TYPE B-3 FINAL SUBMITTAL

BASE CIVIL ENGINEER

FIRE CHIEF

ATFP OFFICER

ENVIRONMENTAL MANAGER

BIO ENVIRONMENTAL

COMMUNICATION

BUILDING MANAGER

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

138TH FIGHTER WING HEADQUARTERS

TULSA INTERNATIONAL AIRPORT AIR GUARD BASE

TULSA, OKLAHOMA

PROJECT NO. XHZG162001

SHEET INDEX

GENERAL

G-001 COVER SHEET

BUILDING 240

G-001

COVER SHEET

ARCHITECTS IN PARTNERSHIP, LLC

A_MD101 B240 MECHANICAL DEMOLITION PLAN

X H

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M

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03/27/2019

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

03/27/2019

SPS

G-002 GENERAL INFORMATION

A_MP101 B240 MECHANICAL PIPING PLAN

A_M-501 B240 MECHANICAL DETAILS

A_M-601 B240 MECHANICAL SCHEDULES

A_ED201 B240 ELECTRICAL DEMOLITION PLAN

A_EP401 B240 ELECTRICAL POWER PLAN

BUILDING 301

B_MD101 B301 MECHANICAL DEMOLITION PLAN (ALT. #3)

B_MH101 B301 MECHANICAL HVAC PLAN (ALT. #3)

B_MP101 B301 MECHANICAL PIPING PLAN (ALT. #3)

B_M-501 B301 MECHANICAL DETAILS (ALT. #3)

B_M-601 B301 MECHANICAL SCHEDULES (ALT. #3)

B_ED201 B301 ELECTRICAL DEMOLITION PLAN (ALT. #3)

B_EP401 B301 ELECTRICAL POWER PLAN (ALT. #3)

C_MD101 B313 MECHANICAL DEMOLITION PLAN

C_MH101 B313 MECHANICAL HVAC PLAN

C_MP101 B313 MECHANICAL PIPING PLAN

C_M-501 B313 MECHANICAL DETAILS

C_M-601 B313 MECHANICAL SCHEDULES

C_ED201 B313 ELECTRICAL DEMOLITION PLAN

C_EP401 B313 ELECTRICAL POWER PLAN

D_MD101 B314 MECHANICAL DEMOLITION PLAN

D_MP101 B314 MECHANICAL PIPING PLAN

D_M-501 B314 MECHANICAL DETAILS

D_M-601 B314 MECHANICAL SCHEDULES

D_ED201 B314 ELECTRICAL DEMOLITION PLAN

D_EP401 B314 ELECTRICAL POWER PLAN

E_MD101 B318 MECHANICAL DEMOLITION PLAN (ALT. #1)

E_MH101 B318 MECHANICAL HVAC PLAN (ALT. #1)

E_MP101 B318 MECHANICAL PIPING PLAN (ALT. #1)

E_M-501 B318 MECHANICAL DETAILS (ALT. #1)

E_M-601 B318 MECHANICAL SCHEDULES (ALT. #1)

BUILDING 313

BUILDING 314

BUILDING 318

E_ED201 B318 ELECTRICAL DEMOLITION PLAN (ALT. #1)

E_EP401 B318 ELECTRICAL POWER PLAN (ALT. #1)

G_MD101 B402 MECHANICAL DEMOLITION PLAN (ALT. #2)

G_MH101 B402 MECHANICAL HVAC PLAN (ALT. #2)

G_M-501 B402 MECHANICAL DETAILS (ALT. #2)

G_M-601 B402 MECHANICAL SCHEDULES (ALT. #2)

G_ED201 B402 ELECTRICAL DEMOLITION PLAN (ALT. #2)

G_EP401 B402 ELECTRICAL POWER PLAN (ALT. #2)

BUILDING 402

M-001 MECHANICAL COVER SHEET

E-001 ELECTRICAL LEAD SHEET

E-501 ELECTRICAL DETAILS

B_A-111 B301 REFLECTED CEILING PLAN (ALT. #3)

C_A-101 B313 FLOOR PLAN

C_A-111 B313 REFLECTED CEILING PLAN

GENERAL NOTE:

CONTROLS SHOP DRAWINGS BY THE OWNER'S VENDOR ARE

PROVIDED FOR INFORMATION UNDER A SEPARATE COVER.

REFER TO PROJECT MANUAL SECTION 01 2100 ALLOWANCES FOR

ADDITIONAL REQUIREMENTS.

C_AD-111 B313 DEMO REFLECTED CEILING PLAN

G_A-111 B402 REFLECTED CEILING PLAN (ALT. #2)

GC-101 B313 CODE ANALYSIS PLAN

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

L

C

C

L

OR

TO

NORTH

NORTH

L

4'-6"

FACE TO FACE OF STUD

FACE TO FACE OF MASS

COLUMN TO FACE OF MASS 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

KNOCKDOWN

KITCHEN

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

KIT

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

HOT WATER HEATERHWH

AIR WATER VAPOR BARRIERAWV

GYPSUM BOARDGWB

PHOTOGRAPH MARKER

PHOTOGRAPH NUMBER

DRAWING NUMBER

G-002

GENERAL

INFORMATION

X H

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03/27/2019

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

03/27/2019

CSM

SALES FLOOR 103

M 2,190 SF (G)

60 SF = 36

108A

68"

0.2"

EXIT ACCESS TRAVEL

DISTANCE = 88'

SALES FLOOR

CONTROLS

OFFICE

STORAGE

STORAGE

JAN.

RESTROOM

MECH.

MECH.

108A

108B

103A

103B

OFFICE 104

M 208 SF (G)

100 SF = 2

MECH. 102

M 127 SF (G)

300 SF = 1

MECH. 101

M 120 SF (G)

300 SF = 1

STORAGE 107

M 145 SF (G)

300 SF = 1

STORAGE 108

M 209 SF (G)

300 SF = 1

CONTROLS 109

M 132 SF (G)

300 SF = 1

JAN. 106

M 31 SF (G)

300 SF = 1

30"

0.2"

103B

34"

0.2"

68"

0.2"

103A

34"

0.2"

NORTH

FLOOR PLAN

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

GC-101

B313 CODE

ANALYSIS PLAN

X H

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H

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C

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S A

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H O

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03/27/2019

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

03/27/2019

SPS

BUILDING CODE INFORMATION

BUILDING OCCUPANCY, CONSTRUCTION AND SEPARATION INFORMATION

BUILDING NAME AREAIBC CLASSIFICATION

BUILDING 'A' - GENERAL BUILDING HEIGHTS AND AREA (IBC CHAPTER 5)

ALLOWABLE BUILDING HEIGHTS AND AREAS (IBC, TABLES 504.3, 504.4, AND 506.2 )

GROUP

USE AND OCCUPANCY CLASSIFICATION (IBC CHAPTER 3)

M

HEIGHT (ft)

TYPE II B

STORIES

AREA

12,500 SF

55'-0"

AS-DESIGNED BUILDING HEIGHTS AND AREAS

GROUP

M

HEIGHT (ft)

TYPE II B

STORIES

AREA

BUILDING AREA MODIFICATIONS (IBC, SECTION 506)

SECTION 506

TYPES OF CONSTRUCTION (IBC CHAPTER 6)

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC, TABLE 601)

INTERIOR BEARING WALLS

BUILDING ELEMENT

EXTERIOR BEARING WALLS

PRIMARY STRUCTURAL FRAME (SEE IBC SECTION 202)

FLOOR CONSTRUCTION AND SECONDARY MEMBERS

ROOF CONSTRUCTION AND SECONDARY MEMBERS

HOURLY RATING REQUIRED HOURLY RATING PROVIDED

0 0

0 0

0 0

0 0

0 0

METHOD OF ACHIEVING RATING

N/A

N/A

N/A

N/A

N/A

INTERIOR NONBEARING WALLS

EXTERIOR NONBEARING WALLS 1 UNKNOWN

0 0

NO CHANGE TO EXISTING CONSTRUCTION

N/A

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (IBC, TABLE 602)

FIRE SEPARATION DISTANCE = X (feet)

5 ≤ X < 10

TYPE OF CONSTRUCTION OCCUPANCY GROUP

IIB M

FIRE RESISTANCE REQUIRED

FIRE RESISTANCE PROVIDED

N/A

FIRE AND SMOKE PROTECTION FEATURES (IBC CHAPTER 7)

MAXIUMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION (IBC, TABLE 705.8)

FIRE SEPARATION DISTANCE (feet) DEGREE OF OPENING PROTECTION ALLOWABLE AREA

FIRE PROTECTION SYSTEMS (IBC CHAPTER 9)

AUTOMATIC SPRINKLER SYSTEMS (IBC, SECTION 903)

GROUP

MERCANTILE M

STATUS

FIRE ALARM AND DETECTION SYSTEMS (IBC, SECTION 907.2.7)

FIRE ALARM SYSTEM

MERCANTILE GROUP M

SMOKE DETECTION SYSTEM

OCCUPANCY NOTIFICATION SYSTEM

EMERGENCY LIGHTING

EXIT SIGNS

EGRESS WIDTH (IBC, SECTION 1005)

MINIMUM REQUIRED EGRESS WIDTH SHALL BE A TOTAL WIDTH OF MEANS OF EGRESS IN INCHES NOT LESS THAN THE TOTAL OCCUPANCT LOAD SERVED BY THE MEANS

OF EGRESS MULTIPLIED BY 0.2 INCHES PER OCCUPANT.

EXIT ACCESS TRAVEL DISTANCE (IBC, TABLE 1006.2.1, SECTION 1020.4, AND TABLE 1017.2)

MERCANTILE M

OCCUPANCY

COMMON PATH OF TRAVEL

COMPONENT

DEAD END CORRIDORS

TRAVEL TO EXIT

REQUIRED (FEET)

PROVIDED

OCCUPANCY LOAD

MEANS OF EGRESS (IBC CHAPTER 10)

3,276 SF

5 TO LESS THAN 10 FEET UNPROTECTED, NON-SPRINKLERED 10% (PER SECTION 706.8)

AUTOMATIC SPRINKLER SYSTEM NOT PROVIDED

MANUAL NOT REQUIRED

AUTOMATIC NOT REQUIRED

AUTOMATIC NOT REQUIRED

AUTOMATIC REQUIRED

AUTOMATIC REQUIRED

OCCUPANCY OF 44 * 0.2 = 8.8" MINIMUM EGRESS WIDTH

N/A

N/A

88 FEET (SALES FLOOR ROOM 103)

MEANS OF EGRESS ILLUMINATION (IBC, SECTION 1008)

THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

EMERGENCY LIGHTING AUTOMATIC REQUIRED

EXIT SIGNS (IBC, SECTION 1013)

EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.

EXIT SIGNS AUTOMATIC REQUIRED

BUILDING 313, ARMY AIR FORCE EXCHANGE SERVICES.

THE BUILDING AREAS LIMITED BY TABLE 506.2 SHALL BE PERMITTED TO BE INCREASED DUE TO FRONTAGE (If) IN ACCORDANCE WITH THE FOLLOWING:

Aa = At + (NS x If)

BUILDING AREA MODIFICATIONS ARE NOT REQUIRED OR APPLICABLE SINCE THE PROJECT SCOPE OF WORK COMPLIES WITH THE ALLOWABLE BUILDING HEIGHT AND AREA FROM

TABLES 504.3 AND 506.2.

TOTAL

MERCANTILE GROUP M (SECTION 309)

EGRESS WIDTH PROVIDED: 234"

2,903 SQ. FT. NET

3,276 SQ. FT. GROSS

CONSTRUCTION NOTES

EXISTING TO REMAIN

EXISTING TO REMAIN

MEANS OF EGRESS (IBC CHAPTER 10)

OCCUPANT LOAD CALCULATIONS (IBC TABLE 1004.1.1)

OCCUPANCY SCHEDULE

ROOM NUMBER ROOM NAME OCCUPANCY

OCCUPANCY AREAS

TABLE 1004.1.2-

MAXIMUM FLOOR

ALLOWANCES

AREA TYPE

TABLE1004.1.2

-MAXIMUM FLOOR

ALLOWANCES

NET/GROSS ROOM AREA S.F. PER PERSON

OCCUPANCY LOAD

CALCULATED

101 MECHANICAL M 120 300 GROSS 1

102 MECHANICAL M 127 300 GROSS 1

103 SALES FLOOR M

2,190

60 GROSS 36

104 OFFICE M 208 100 GROSS 2

105 RESTROOM M 106 N/A NET 0

106 JANITOR M 31 300 GROSS 1

107 STORAGE M 145 300 GROSS 1

108 STORAGE M 209 300 GROSS 1

109 CONTROLS M 132 300 GROSS 1

TOTALS 44

NAME ##

B ### SF

### SF= ###

OCCUPANCY TYPE

ROOM NAME

SF PER PERSON

ROOM SF

ROOM NUMBER

OCCUPANCY LOAD

36"

0.15"

DOOR NUMBER

DOOR WIDTH

OCCUPANCY LOAD

REQ'D WIDTH

PER OCCUPANT

DOOR TAG

ROOM TAG

EGRESS PATH

ALLOWABLE

EGRESS LOAD

LIFE SAFETY LEGEND:

EXISTING FIRE BARRIER TO

BE ABANDONED. BOILER HAS

BEEN REMOVED AND TOTAL

GAS LOAD HAS BEEN

REDUCED TO 280 MBH.

AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED

EXISTING TO REMAIN

EXISTING TO REMAIN

OFFICE

MECH.

STO.

MENS

WOMENS

WORKROOM

CORR.

OFFICE

S

S

S

S

S

8'-0"

8'-0"

REMOVE AND REPLACE EXISTING CONCRETE FLOOR SLAB AS

REQUIRED FOR RELOCATION OF BACKFLOW PREVENTER - REFER

TO PLUMBING. MATCH EXISTING SLAB AND BASE THICKNESS.

MATCH EXISTING REINFORCING AND DOWEL INTO ADJACENT SLAB

WITH EPOXY-SET #4'S AT 16" O.C., MIN. 8" EMBEDMENT. COMPACT

SUBGRADE TO 95% STD. PROCTOR DENSITY.

NEW INTAKE HOOD TO REUSE

EXISTING PENETRATION IN MOD. BIT.

ROOF. PATCH AND FLASH TO

EXISTING ROOFING AS REQUIRED -

REFER TO MECHANICAL. FIELD VERIFY

TYPE OF ROOFING PRIOR TO BID.

PATCH GYP. BD. AT

ABANDONED PENETRATION

TO MATCH ADJACENT.

OFFICE

PROVIDE BOLLARD PER 02/B_A-111 AT

LEADING EDGE OF NEW CONDENSING

UNIT - REFER MECHANICAL.

2'-0"

SLOPE TOP OF

FOOTING TO

DRAIN - 1" MIN.

6" DIA. DOMED

GALVANIZED

STEEL EMBEDDED

BOLLARD CAP.

1/2" EXP. JOINT

W/ FILLER

PACK SOLID W/

3000# CONC.

6" DIA. SCH 40

STEEL PIPE - PAINT

TO MATCH

ADJACENT.

CENTER

BOLLARD IN

CONC.

FOOTING

EXISTING

CONC.

PAVING

NORTH

REFLECTED CEILING PLAN

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

B_A-111

B301

REFLECTED CEILING

PLAN (ALT. #3)

X H

Z G

E

R G

Y

U P

G R

A D

E

H

V A

C

A

S

T E

S

E

W

I D

E

N

C

O R

S A

L

S A

O

K L A

H O

M A

03/27/2019

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

03/27/2019

GENERAL NOTES:

1. AS REQUIRED AT AREAS SHOWN TO RECEIVE CEILING

WORK, EXISTING CEILING MOUNTED LIGHT FIXTURES,

EGRESS SIGNAGE, SPEAKERS, TELECOM DEVICES,

SECURITY DEVICES, FIRE ALARM DEVICES, FIRE SPRINKLER

HEAD ESCUTCHEONS, AND MECHANICAL DIFFUSERS SHALL

BE REMOVED PRIOR TO CONSTRUCTION, STORED, AND

REINSTALLED FOLLOWING CONSTRUCTION. COORDINATE

WITH MECHANICAL WORK. FIELD VERIFY TYPE, QUANTITY,

AND LOCATION OF ALL EQUIPMENT AND DEVICES.

2. PROVIDE NEW ACOUSTICAL CEILING TILE AND REPAIR GRID

AT ABANDONED MECHANICAL DIFFUSERS.

LEGEND:

EXISTING 2x4 ACOUSTIC GRID CEILING TO BE

REMOVED AS REQUIRED FOR MECHANICAL WORK

PRIOR TO CONSTRUCTION AND REINSTALLED

FOLLOWING CONSTRUCTION - REFER TO MECHANICAL.

EXISTING LIGHT FIXTURE

MECHANICAL DIFFUSER - REFER TO MECHANICAL.

EXISTING EGRESS SIGNAGE

EXISTING SPEAKER

EXISTING TELECOM DEVICE

S

T

EXISTING FIRE ALARM DEVICE

F

EXISTING FIRE SPRINKLER HEAD

SP

01/B_A-111SCALE: 3/4"=1'-0"

BOLLARD DETAIL

PLAN (ALT. #3)

(ALT. #3)

MECH.

MECH.

RESTROOM

STORAGE

JAN.

SALES FLOOR

OFFICE

CONTROLS

STORAGE

02/C_A-101

REMOVE EXISTING

GRILLE

REMOVE EXISTING

GRILLE

REMOVE EXISTING

GRILLE

F V

2'-1"

F.V.

F V

F V

4'-1"

F.V.

2'-1"

F.V.

EXISTING BRICK

VENEER

EXISTING CMU

BATT

INSULATION

SHEET METAL

(BOTH SIDES) -

PAINT EXTERIOR.

EXISTING RIGID

INSULATION

NORTH

FLOOR PLAN

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

C_A-101

B313

FLOOR PLAN

X H

Z G

E

R G

Y

U P

G R

A D

E

H

V A

C

A

S

T E

S

E

W

I D

E

N

C

O R

S A

L

S A

O

K L A

H O

M A

03/27/2019

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

03/27/2019

GENERAL NOTES:

1. ALL DIMENSIONS SHOWN ARE TO BE FIELD VERIFIED.

LEGEND:

EXISTING

(E)

(E) CONSTRUCTION TO BE REMOVED - REFER PLAN

FOR EXTENT

(E) CONSTRUCTION TO REMAIN

DEMOLITION KEYED NOTES:

REMOVE INDICATED PORTION OF GYP. BD. PARTITION

AND HOLLOW METAL DOOR AND FRAME TO DECK.

PROTECT ADJACENT CONSTRUCTION TO REMAIN.

PATCH EXISTING WALL AND FINISH TO MATCH

ADJACENT CONSTRUCTION. CAP REMAINING STUD

PARTITION WITH GYP. BD. AND FINISH TO MATCH

ADJACENT CONSTRUCTION.

NOTEMARK

SCALE: 3/8"=1'-0"

ELEVATION

SCALE: 1"=1'-0"

SECTION

FLOOR PLAN KEYED NOTES:

PATCH ABANDONED PENETRATIONS TO MATCH

ADJACENT CONSTRUCTION - REFER TO MECHANICAL.

PAINT OVER ANY EXISTING FIRE ASSEMBLY

IDENTIFICATION MARKINGS ON WALL.

NOTEMARK

BOILER

MECH.

RESTROOM

STORAGE

JAN.

SALES FLOOR

OFFICE

CONTROLS

STORAGE

S

T

F

F

F

SP

7'-11"

7'-11"

7'-11"

NORTH

DEMO REFLECTED CEILING PLAN

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

C_AD-111

B313 DEMO

REFLECTED

CEILING PLAN

X H

Z G

E

R G

Y

U P

G R

A D

E

H

V A

C

A

S

T E

S

E

W

I D

E

N

C

O R

S A

L

S A

O

K L A

H O

M A

03/27/2019

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

03/27/2019

GENERAL NOTES:

1. AS REQUIRED AT AREAS SHOWN TO RECEIVE CEILING

WORK, EXISTING CEILING MOUNTED LIGHT FIXTURES,

EGRESS SIGNAGE, SPEAKERS, TELECOM DEVICES,

SECURITY DEVICES, FIRE ALARM DEVICES, FIRE SPRINKLER

HEAD ESCUTCHEONS, AND MECHANICAL DIFFUSERS SHALL

BE REMOVED PRIOR TO CONSTRUCTION, STORED, AND

REINSTALLED FOLLOWING CONSTRUCTION. COORDINATE

WITH MECHANICAL WORK. FIELD VERIFY TYPE, QUANTITY,

AND LOCATION OF ALL EQUIPMENT AND DEVICES.

2. NEW THERMAL INSULATION WILL BE PROVIDED ABOVE

CEILING TILE IN WORK AREAS. RECORD TYPE AND

THICKNESS OF THE EXISTING INSULATION FOR MATCHING.

LEGEND:

EXISTING 2x4 ACOUSTIC GRID CEILING TO BE

REMOVED AS REQUIRED FOR MECHANICAL WORK

PRIOR TO CONSTRUCTION AND REINSTALLED

FOLLOWING CONSTRUCTION - REFER TO MECHANICAL.

EXISTING LIGHT FIXTURE

EXISTING MECHANICAL DIFFUSER

EXISTING EGRESS SIGNAGE

EXISTING SPEAKER

EXISTING TELECOM DEVICE

S

T

EXISTING FIRE ALARM DEVICE

F

EXISTING FIRE SPRINKLER HEAD

SP

DEMOLITION KEYED NOTES:

REMOVE AND DISCARD ACOUSTIC GRID CEILING THIS

ROOM.

NOTEMARK

REMOVE AND DISCARD EXISTING LIGHT FIXTURE.

MECH.

MECH.

RESTROOM

STORAGE

JAN.

SALES FLOOR

OFFICE

CONTROLS

STORAGE

S

T

F

F

SP

F

NEW LIGHT FIXTURE - REFER

TO ELECTRICAL.

7'-11"

PATCH ABANDONED FLUE THROUGH

EXISTING OVERBUILT METAL ROOF -

REFER TO MECHANICAL.

NEW INTAKE HOOD TO REUSE EXISTING

PENETRATION IN OVERBUILT METAL ROOF.

PATCH AND FLASH TO EXISTING ROOFING AS

REQUIRED - REFER TO MECHANICAL.

7'-11"

NORTH

REFLECTED CEILING PLAN

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

C_A-111

B313

REFLECTED

CEILING PLAN

X H

Z G

E

R G

Y

U P

G R

A D

E

H

V A

C

A

S

T E

S

E

W

I D

E

N

C

O R

S A

L

S A

O

K L A

H O

M A

03/27/2019

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

03/27/2019

GENERAL NOTES:

1. AS REQUIRED AT AREAS SHOWN TO RECEIVE CEILING

WORK, EXISTING CEILING MOUNTED LIGHT FIXTURES,

EGRESS SIGNAGE, SPEAKERS, TELECOM DEVICES,

SECURITY DEVICES, FIRE ALARM DEVICES, FIRE SPRINKLER

HEAD ESCUTCHEONS, AND MECHANICAL DIFFUSERS SHALL

BE REMOVED PRIOR TO CONSTRUCTION, STORED, AND

REINSTALLED FOLLOWING CONSTRUCTION. COORDINATE

WITH MECHANICAL WORK. FIELD VERIFY TYPE, QUANTITY,

AND LOCATION OF ALL EQUIPMENT AND DEVICES.

LEGEND:

EXISTING LIGHT FIXTURE

NEW MECHANICAL DIFFUSER

EXISTING EGRESS SIGNAGE

EXISTING SPEAKER

EXISTING TELECOM DEVICE

S

T

EXISTING FIRE ALARM DEVICE

F

EXISTING FIRE SPRINKLER HEAD

SP

NEW 2x2 ACOUSTIC GRID CEILING. PROVIDE NEW BATT

INSULATION ABOVE CEILING TILE TO MATCH EXISTING.

EXISTING 2x4 ACOUSTIC GRID CEILING TO BE

REINSTALLED FOLLOWING CONSTRUCTION. PROVIDE

NEW BATT INSULATION ABOVE CEILING TILE TO MATCH

EXISTING.

PLAN (ALT. #1)

(ALT. #1)

SP

SP

SP

SP

SP

SPSP

SP

SP

SP

SP

SP

SP

SP

SP

SP SP

SP

SP

SP

SP

SPSP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

F

PROJECTOR

F

F

F

F

F

F

F

F

F

FF

F

FF

F

F

F

F

NORTH

REFLECTED CEILING PLAN

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

G_A-111

B402

REFLECTED CEILING

PLAN (ALT. #2)

X H

Z G

E

R G

Y

U P

G R

A D

E

H

V A

C

A

S

T E

S

E

W

I D

E

N

C

O R

S A

L

S A

O

K L A

H O

M A

03/27/2019

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

03/27/2019

GENERAL NOTES:

1. AS REQUIRED AT AREAS SHOWN TO RECEIVE CEILING

WORK, EXISTING CEILING MOUNTED LIGHT FIXTURES,

EGRESS SIGNAGE, SPEAKERS, TELECOM DEVICES,

SECURITY DEVICES, FIRE ALARM DEVICES, FIRE SPRINKLER

HEAD ESCUTCHEONS, AND MECHANICAL DIFFUSERS SHALL

BE REMOVED PRIOR TO CONSTRUCTION, STORED, AND

REINSTALLED FOLLOWING CONSTRUCTION. COORDINATE

WITH MECHANICAL WORK. FIELD VERIFY TYPE, QUANTITY,

AND LOCATION OF ALL EQUIPMENT AND DEVICES.

LEGEND:

EXISTING 2x4 ACOUSTIC GRID CEILING TO BE

REMOVED AS REQUIRED FOR MECHANICAL WORK

PRIOR TO CONSTRUCTION AND REINSTALLED

FOLLOWING CONSTRUCTION - REFER TO MECHANICAL.

EXISTING LIGHT FIXTURE

EXISTING MECHANICAL DIFFUSER

EXISTING EGRESS SIGNAGE

EXISTING FIRE ALARM DEVICE

F

EXISTING FIRE SPRINKLER HEAD

PLAN (ALT. #2)

(ALT. #2)