54'-0...2019/10/18 · REF. 4' - 0" 6' - 0" WINDOWS TO MATCH EXISTING WINDOWS IN THE DEVELOPMENT 8' - 0" 3' - 0" TYP. WINDOW EXTERIOR DOOR GROUND FLOOR 2' - 0" …

REF.

1. ALL CONSTRUCTION SHALL MEET ALL CURRENTLY ADOPTED BUILDING CODES.2. CONTRACTOR SHALL PROVIDE DESIGN-BUILD PLANS FOR ALL MEP WORK INCLUDING PLUMBING DESIGN (TO

INCLUDE LOADS, SIZES, ROUTING, AND PIPING). THIS WORK SHALL BE INCLUDED IN CONTRACTOR'S FEE. ALL WORK SHALL CONFORM TO LOCAL BUILDING CODE.

3. DESIGN - BUILD PLANS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND CITY OF NORMAN FOR PERMITTING.4. DO NOT SCALE FROM PLANS.5. CALL OKIE 1-800-522-6543 FOR EXACT LOCATIONS OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION.6. CONTRACTOR TO PROVIDE NECESSARY SAFETY BARRICADES.7. ALL SUBCONTRACTORS SHALL EXAMINE THE AREAS, CONDITIONS, AND SUBSTRATES UNDER WHICH THIS WORK IS

TO BE INSTALLED AND SHALL NOTIFY THE CONTRACTOR OF UNSATISFACTORY CONDITIONS. UNSATISFACTORY CONDITIONS SHALL BE CORRECTED IN A MANNER ACCEPTABLE TO THE OWNER.

8. CONTRACTORS SHALL SUBMIT ALL INSURANCE CERTIFICATES TO THE OWNER PRIOR TO COMMENCING WITH WORK. WAIVERS OF LIENS MUST BE FURNISHED BY ALL CONTRACTORS, SUBCONTRACTORS, AND MAJOR MATERIAL SUPPLIERS UPON FINAL PAYMENT. ALL CONTRACTORS TO BE LICENSED TO PERFORM THEIR SCOPES OF WORK IN THE STATE OF OKLAHOMA.

9. ALL APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR INSPECTION PROCESS.10. ALL SUBCONTRACTORS TO REVIEW FULL SET OF PLANS BEFORE PRICING PROJECT OR BEGINNING THEIR WORK.

ANY DESCREPENCIES IN DRAWINGS OR SPECFICATIONS ARE TO BE BROUGHT TO THE ARCHITECT AND GENERAL

CONTRACTOR'S ATTENTION IMMEDIATELY FOR RESOLUTION.11. CONTRACTOR TO PROVIDE AND COORDINATE WITH STRUCTURAL/CIVIL ENGINEER ON FOUNDATION AND SITE

DESIGN: CIVIL ENGINEERS: SMC CONSULTING ENGINEERS - 405-232-7715, STRUCTURAL ENGINEERING.12. ALL SITE DIMENSIONS SHOWN ARE TO FACE OF CURB, PROPERTY LINES, AND MASONRY VENEER.13. GENERAL CONTRACTOR TO LOCATE EXISTING UTILITY SERVICES.14. REFER: CIVIL DRAWINGS FOR HANDICAP PARKING SIGNAGE, STRIPING, SIDEWALK, AND RAMP DETAILS15. INSTALL SILT FENCE AS NEEDED AROUND DISTURBED AREA.16. PROVIDE IRRIGATION FOR ALL LANDSCAPING.

PROJECT NOTES

LEGAL DESCRIPTIONLEGAL DESCRIPTION AT 2216 36th AVENUE N.W.

A tract of land located in the Northeast Quarter (NE/4) of Section TWENTY-TWO (22), Township NINE (9) North, Range THREE (3) west, of the Indian Meridian, Norman, Cleveland County, Oklahoma, described as follows:

Commencing at the S.E. most Corner, Lot 1, Block 1, Brookhaven Office Park Section 1, Recorded in Book 24 of Plats, Page 118;

THENCE North 89°13'55" West a distance of 48.55 feet;THENCE North 00°46'05" East a distance of 15.03 feet to the POINT OF BEGINNING;

THENCE North 37°49'57" West a distance of 50.00 feet;THENCE North 52°10'03" East a distance of 60.00 feet;THENCE South 37°49'57" East a distance of 50.00 feet;THENCE South 52°10'03" West a distance of 60.00 feet to the POINT OF BEGINNING.

Containing 3,000 square feet or 0.0689 acres, more or less.

SYMBOLS LEGEND

X

X/AX.X

XXX

ROOM NAME

XXX

1

ELEVATIONAFF (ABOVE FINISHED FLOOR)

WALL SECTIONREFERENCE

NUMBERSHEET NUMBER

BUILDING SECTIONREFERENCE

NUMBERSHEET NUMBER

CENTER LINE

PROPERTY LINE

WINDOW NUMBER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

WALL PARTITION TYPE

INTERIOR ELEVATION

DETAIL REFERENCE

NUMBERSHEET NUMBER

MATERIALS LEGEND

WOOD BLOCKINGWOOD FRAMING

PLYWOOD

WOOD

BATT INSULATION

SUSP. ACOUSTIC CLG.

PLASTER / EIFS

GYPSUM WALL BDBRICK

STEEL

CMU

CONCRETE

SAND

EARTH

SITE LOCATION

AREA OF WORK

2216 36th AVENUE NW, NORMAN, OK 73072

REFER TO CODE REVIEW TABLE ON SHEET A0.0 FOR DETAILED INFORMATION.

FEC = FIRE EXTINGUISHER CABINETFEB = FIRE EXTINGUISHER BOTTLE AND BRACKET.

REFER MEP SUBCONTRACTOR PLANS FOR LOCATIONS OF FIRE ALARM HORN / STROBE LOCATION AND MANUAL PULL STATION BOXES.

BUILDING IS NOT SPRINKLED.

CONTRACTOR TO PROVIDE ALL EMERGENCY AND CODE REQUIRED SIGNAGE.

FIRE RATINGS ARE CALLED OUT ON THE FLOOR PLANS AND INDICATED ON LIFE SAFETY PLANS.

200' MAX. TRAVEL DISTANCE NOT EXCEEDED.

ALL APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR INSPECTION PROCESS.

LIFE SAFETY NOTESGROUND FLOOR:2,957 GROSS SQUARE FEET

BUSINESS -1/100 S.F. OCCUPANCY

TOTAL BUILDING OCCUPANCY = 30

1-HR RATED WALL

2-HR RATED WALLS

*HATCHING INDICATES PUBLIC CORRIDORS

1. ALL CONSTRUCTION SHALL MEET ALL CURRENTLY ADOPTED BUILDING CODES.2. CONTRACTOR SHALL PROVIDE DESIGN-BUILD PLANS FOR ALL MEP WORK INCLUDING PLUMBING DESIGN (TO

INCLUDE LOADS, SIZES, ROUTING, AND PIPING). THIS WORK SHALL BE INCLUDED IN CONTRACTOR'S FEE. ALL WORK SHALL CONFORM TO LOCAL BUILDING CODE.

3. DESIGN - BUILD PLANS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND CITY OF NORMAN FOR PERMITTING.

4. DO NOT SCALE FROM PLANS.5. CALL OKIE 1-800-522-6543 FOR EXACT LOCATIONS OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION.6. CONTRACTOR TO PROVIDE NECESSARY SAFETY BARRICADES.7. ALL SUBCONTRACTORS SHALL EXAMINE THE AREAS, CONDITIONS, AND SUBSTRATES UNDER WHICH HIS

WORK IS TO BE INSTALLED AND SHALL NOTIFY THE CONTRACTOR OF UNSATISFACTORY CONDITIONS. UNSATISFACTORY CONDITIONS SHALL BE CORRECTED IN A MANNER ACCEPTABLE TO THE OWNER.

8. CONTRACTORS SHALL SUBMIT ALL INSURANCE CERTIFICATES TO THE OWNER PRIOR TO COMMENCING WITH WORK. WAIVERS OF LIENS MUST BE FURNISHED BY ALL CONTRACTORS, SUBCONTRACTORS, AND MAJOR MATERIAL SUPPLIERS UPON FINAL PAYMENT. ALL CONTRACTORS TO BE LICENSED TO PERFORM THEIR SCOPES OF WORK IN THE STATE OF OKLAHOMA.

9. ALL APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR INSPECTION PROCESS.

GENERAL NOTES

CIVIL ENGINEERINGSMC CONSULTING ENGINEERS, P.C.815 W. MAINOKLAHOMA CITY, OK 73106(405) 232-7715(405) 232-7859 – FAX

MUNICIPALITY CITY OF NORMAN201 WEST GRAY STNORMAN, OK 73069(405) 366-5432(405) 366-5445 - FAX

OWNERBROOKHAVEN OFFICE PARK LLC221 48th AVENUE NWNORMAN, OK 73072(405) 329-7979Attn: JOEY WISHNUCK

CONTRACTORWINDSTONE CONSTRUCTION221 48th AVENUE NWNORMAN, OK 73072(405) 329-7979Attn: JOEY WISHNUCK

ARCHITECTMITSCHER & ASSOCIATES ARCHITECTS221 48TH AVENUE NWNORMAN, OK 73072(405) 701-6363Attn: MICHAEL E. MITSCHER | AIA | NCARB

CONTACTS

TLT.

108

FLEX

110

INTER./TRAIN.

111

WAITING

100

CONFER.

103

IT

105

OFFICE

106

CONFER.

102

CONFER.

202

OFFICE

204

OFFICE

203

TLT.

208

TLT.

209

CORRIDOR

201

BREAK.

207

MECH.

206

2

A4.0

WAITING

200

CORRIDOR

101

OFFICE

205

SAFE ROOM

104

TLT.

109

54'-0"

40'-0"35'-0"

35'-0"

STOR./MECH.

107

LOCAL MUINICIPALITY: CITY OF NORMAN, CLEVELAND COUNTY, OKLAHOMA

APPLICABLE BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE

MECH & PLUMBING CODE: INT'L MECHANICAL CODE 2015, INT'L PLUMBING CODE 2015

ELECTRICAL CODE: NEC 2014

OCCUPANCY: BUSINESS (SHELL)

CONSTRUCTION TYPE: TYPE VB, UNPROTECTED, NON SPRINKLERED

FIRE RESISTANCE OF RATING REF.STRUCTURAL ELEMENTS: LOADBEARING EXTERIOR WALLS 0 HR. TABLE 601

FIRE ENCLOSURE OF EXITS 1 HR. SEC. 1022.1FIRE ENCLOSURE OF SHAFTS 0 HR. SEC. 707SMOKE BARRIERS 1 HR. SEC. 709.3INTERIOR BEARING WALLS ANDCOLUMNS SUPPORTING 1 FLOOR 0 HR. TABLE 601FLOOR CONSTRUCTION INCUDING BEAMS 0 HR. TABLE 601ROOF CONSTRUCTION

SIDEWALK

2957 GROSS BUILDING AREA

GRASS AREA

VENEER

ROOF EDGE

U-SHAPED BIKE RACKSAS REQUIRED (SHARED)

LO

T L

INE

EX

IST

ING

PA

RK

ING

CONCRETE LANDING

FUTURE

FUTURE

10

'-0

" M

IN.

10'-0" MIN.

15

' -

1 1

/8"

48' - 5 1/2"

15' B/L

P/L

P/L

W/L

U/E

D/E

LOT LINE

LO

T L

INE

N 89°13'55" W ~ 206.66'

S 0

0°0

2'5

5"

W ~

289.2

8'

P.O.C. BLDGS. 2212, 2216, 2220 & 2224S.E. MOST CORNER, LOT 1, BLOCK 1, BROOKHAVEN OFFICE PARK SECTION 1, RECORDED IN BOOK 24 OF PLATS, PAGE 118.

1. ALL DIMENSIONS SHOWN TO FACE OF CURB, PROPERTY LINES, AND MASONRY VENEER UNLESS NOTED OTHERWISE.

2. LANDSCAPE & IRRIGATION BY OWNER, SHOWN FOR SCHEMATIC PURPOSES ONLY.

3. INSTALL SILT FENCE AS NEEDED AROUND DISTURBED AREA.

GENERAL SITE NOTES

1. PROVIDE A MEDIUM BROOM FINISH ON ALL SIDEWALKS, PATIOS, AND PADS.2. SIDEWALKS SHALL NOT EXCEED A MAXIMUM SLOPE OF 1/20 IN THE

DIRECTION OF TRAVEL. CROSS SLOPE SHALL NOT EXCEED 1/50.3. PROVIDE SCHEDULE 40 PIPE SLEEVES FOR IRRIGATION LINES AT ALL

SIDEWALKS WHERE NEEDED.4. PROVIDE CONTROL JOINTS EVERY 5'-0" MAXIMUM.5. PROVIDE EXPANSION JOINTS EVERY 25'-0" MAXIMUM.

SIDEWALK NOTES

8"

/ 1

'-0

"8

" / 1

'-0

"

1'-2 3/8" / 1'-0"1'-2 3/8" / 1'-0"

GUTTERS AND DOWNSPOUTS TO MATCHEXISTING DEVELOPMENT

COMPOSTITION SHINGLES TO MATCH

13' - 9" 19' - 1 3/4" 28' - 6 3/4"

61' - 5 1/2"

51

' -

3 1

/4"

5 3

/4"

SIDEWALK BELOW

ISSUE DATE:

PROJECT NUMBER:

REVISIONS:

221 48th Avenue NWNorman, Oklahoma 73072

(405) 701-6363

10

/18/2

01

9 3

:07

:39

PM

A1.0

SITE PLAN &ROOF PLAN

10.18.2019

Build

ing 2

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19-037

10.18.2019

Permit Set

3/32" = 1'-0"1

ARCHITECTURAL SITE PLAN1/8" = 1'-0"

2ROOF PLAN

No. Description Date

REF.

4' - 0"

6' -

0"

WINDOWS TO MATCH EXISTING WINDOWS IN THE DEVELOPMENT

8' -

0"

3' - 0"

EXTERIOR DOORTYP. WINDOW

GROUND FLOOR

2' -

0"

DOORS TO MATCHEXISTING DOORSIN THE DEVELOPMENT

2

A2.0

3

A2.0

4' - 6"

7' -

7 1

/4"

6' -

2 1

/4"

7' -

8 3

/4"

7' -

8 3

/4"

16

' -

7 1

/2"

15' - 11 3/4" 13' - 2 3/4" 30' - 9 1/2"

60' - 0"

49

' - 1

1 1

/4"

60' - 0"

1' -

6 1

/4"

4' -

0"

4' -

6"

4' -

0"

4' -

6"

4' -

0"

6' -

1 5

/8"

4' -

0"

8' -

0 1

/4"

4' -

0"

5' -

3 1

/8"

5' - 11 7/8" 4' - 0" 3' - 7 1/4" 2' - 4 5/8" 3' - 6" 6' - 2 3/4" 3' - 6" 2' - 4 5/8" 3' - 2 1/4" 4' - 0" 10' - 10 3/4" 4' - 0" 6' - 3 7/8"

3' -

0"

4' -

0"

11

' - 1

1 1

/2"

4' -

0"

12

' -

7 1

/4"

4' -

0"

4' -

10

1/2

"4

' -

0"

1' -

6"

49

' - 1

1 1

/4"

4

A4.0

3

A4.01

A4.0

2

A4.0

7' - 10 7/8" 7' - 4 3/4" 4' - 10 3/4" 10' - 2 3/4" 5' - 4 1/4"

INTER./TRAIN.

111

FLEX

110

CONFER.

102

WAITING

100

CONFER.

103

SAFE ROOM

104

IT

105

TLT.

109

TLT.

108

CORRIDOR

101

OFFICE

106OFFICE

205

OFFICE

204

OFFICE

203

TLT.

208

BREAK.

207

MECH.

206

TLT.

209

WAITING

200

CONFER.

202

2957 Gross Building Area

110

102

103

106

108

109

205

206

208

204

209

203

202

200 100

201 101

104

GAS METER

DECORATIVE LIGHTS TYP.

1' -

3"

1' -

3"

1' -

6"

1' -

6"

1' -

3"

1' -

3"

CORRIDOR

201

MOP SINK

MOP SINK

6' CASED OPENING

SHELVING

6"

4' - 0 1/2" 4' - 0" 3' - 8 3/4" 3' - 0" 24' - 11 3/4" 3' - 0" 17' - 3"

5' -

0"

5' - 0"

CONCRETE LANDING

2A

2

3

2A

2A

2

2

2A

3

2

2A

2A

2

2

3

2A

STOR./MECH.

107

CLR.

23

' - 1

1"

10

' -

4 3

/4"

14

' -

6 3

/4"

8' -

6 1

/8"

12

' -

3 1

/2"

10

' - 1

0 3

/4"

7' -

8 3

/4"

6' -

5 3

/8"

10' - 6 3/4" 4' - 10 3/4" 7' - 8 1/2" 15' - 3 1/2" 4' - 10 3/4" 10' - 2 3/4" 5' - 4 1/4"

14

' -

9 3

/4"

10

' -

4 1

/8"

10

' -

4 3

/4"

13

' -

3 7

/8"

14' - 5 1/2" 8' - 8 1/2" 6' - 2 1/2" 13' - 11 3/4" 15' - 7"

11

' -

6 1

/8"

3

2A

2

FLOOR BOXES

7' - 10 3/8"

6' -

10

"5

' -

6"

5' -

6"

12

' -

0 3

/4"

17

' -

3"

27' - 11"

10' - 1"

20

' -

8"

5' - 6"

6' -

4"

FLOORBOX

FLOORBOX

FLOOR BOX

FLOORBOX

107

NOTES:1.) DOOR STYLE AND HARDWARE TO BE COORDINATED WITH OWNER.2.) ALL DOORS AND FRAMES TO BE STAINED OR PAINTED. CONTRACTOR TO COORDINATE WITH OWNER/TENANT ON COLOR.

HARDWARE1. ENTRANCE LOCKSET W/ DEADBOLT2. OFFICE LOCKSET3. PASSAGE LATCH SET4. PRIVACY LOCKSET5. STOREROOM LOCKSET

* S.C. = SOLID CORE* H.C. = HOLLOW CORE* WD = WOOD

TITLE BASE TYP. TOILETS

1' -

6"

1' - 3"

3' -

4"

2' -

10

"

3' -

0"

RUBBER BASE TYP.THROUGHOUT

2' - 9" 2' - 9"

2' -

11

"1

' -

7"

2' -

6"

7' -

0"

2' - 9" 2' - 9"

GFI

HOLLOW METAL DOOR AND FRAME W/ 2" HEAD AND JAMB

3' - 4"

2" 3' - 0" 2"

7' -

2"

3' - 4"

2"3' - 0"2"

2"

7' -

0"

GROUND FLOOR

2"

7' -

0"

7' -

2"

ISSUE DATE:

PROJECT NUMBER:

REVISIONS:


(405) 701-6363

10

/18/2

01

9 3

:07

:42

PM

A2.0

FLOOR PLAN

10.18.2019

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Permit Set

1/4" = 1'-0"1

FLOOR PLAN- DIMENSION

1/2" = 1'-0"2

TOILET - 1061/2" = 1'-0"

3COFFEE BAR

Room ScheduleNumber Name Area Floor Finish Base Finish Wall Finish Ceiling Finish

202 CONFER. 194 SF

201 CORRIDOR 147 SF

204 OFFICE 100 SF

203 OFFICE 99 SF

208 TLT. 54 SF

209 TLT. 54 SF

200 WAITING 130 SF

201 CORRIDOR Redundant Room

207 BREAK. 45 SF

206 MECH. 50 SF

107 MECH./STOR. Not Placed

108 TLT. 51 SF

107 STOR./MECH. 86 SF

110 FLEX 156 SF

111 INTER./TRAIN. 175 SF

100 WAITING 190 SF

101 CORRIDOR 169 SF

103 CONFER. 98 SF

105 IT 7 SF

106 OFFICE 208 SF

102 CONFER. 340 SF

104 SAFE ROOM 36 SF

205 OFFICE 128 SF

109 TLT. 54 SF

PARTITION SCHEDULEType Mark Width Description

1 1' - 0 1/2" 3 5/8" BRICK MASONRY VENEER WITH 1 3/8" AIR SPACE ON 3/4" EXTERIOR SHEATHING, ON 5 1/2" WOOD STUDS W/ BATT INSUL

2 4 3/4" 3 1/2" WOOD STUDS @ 16" O.C. (1) ONE LAYER 5/8" GWB EA. SIDE

2A 4 3/4" 3 1/2" WOOD STUDS AT 16" O.C. W/ 5/8" GWB EA. SIDE WITH (1) LAYER OF 5/8" GWB EACH SIDE TO 6" ABOVE CEILING w/ BATTINSULATION

3 6 3/4" 5 1/2" WOOD STUDS AT 16" O.C. WITH (1) LAYER OF 5/8" GWB EA. SIDE w/ SOUND BATTS TO DECK.

DOOR SCHEDULE

Mark Width Height Door Type Door FinishFrame

MaterialHardware

Set Comments

100 3' - 0" 8' - 0" S.C. WOOD/GLASS STAIN HM 1

101 3' - 0" 7' - 0" S.C. WOOD STAIN HM 1

102 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

103 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

104 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

106 3' - 0" 7' - 0" S.C. WOOD STAIN HM 2

107 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

108 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

109 3' - 0" 7' - 0" S.C. WOOD STAIN HM 4

110 3' - 0" 7' - 0" S.C. WOOD STAIN HM 4

200 3' - 0" 8' - 0" S.C. WOOD/GLASS STAIN HM 1

201 3' - 0" 7' - 0" S.C. WOOD STAIN HM 1

202 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

203 3' - 0" 7' - 0" S.C. WOOD STAIN HM 2

204 3' - 0" 7' - 0" S.C. WOOD STAIN HM 2

205 3' - 0" 7' - 0" S.C. WOOD STAIN HM 2

206 3' - 0" 7' - 0" S.C. WOOD STAIN HM 3

208 3' - 0" 7' - 0" S.C. WOOD STAIN HM 4

209 3' - 0" 7' - 0" S.C. WOOD STAIN HM 4


GFI

3

3

3

GFI

GF

I

33

GFI

GFI

GFIGFI

1. LIGHT FIXTURES TO BE CENTERED IN ROOM IN BOTH DIRECTIONS.2. ALL CEILINGS TO BE AT 10'-0" A.F.F. TYPICAL UNLESS NOTED OTHERWISE.3. REFER FLOOR PLANS FOR UNDERCABINET LIGHT LOCATIONS.4. ALL ELECTRICAL OUTLETS AND LIGHT SWITCHES TO BE SURFACE MOUNTED. 5. ALL ELECTRICAL OUTLETS ARE 110 UNLESS NOTED OTHERWISE (U.N.O.)6. REFER ELECTRICAL FOR ALL LIGHTING AND DESIGNATIONS AND TYPES. ARCHITECTURAL PLANS ILLUSTRATE LAYOUT AND ALIGNMENT.7. REFER A7.0 ROOM FINISH SCHEDULE FOR ROOMS WITH BATT INSULATION ABOVE CEILING TILE.8. COORDINATE ELECTRICAL PANEL LOCATION WITH OWNER.9. CONTRACTOR TO COORDINATE WITH ARCHITECT ON PLACEMENT OF MECHANICAL SUPPLY DIFFUSERS AND RETURNS.10. CONTRACTOR TO COORDINATE LOCATION OF ATTIC ACCESS, WATER HEATER, AND EXTERIOR LIGHTING WITH OWNER.

2'-0" x 2'-0" ACOUSTICAL CEILING GRID

GYPSUM WALLBOARD

SURFACE MOUNTEDLIGHT FIXTURE

RECESSED LIGHT FIXTURE

EXIT LIGHT

RCP / ELECTRICAL LEGEND / NOTES:

PENDANT MOUNTEDLIGHT FIXTURE

UNDER-CABINET LIGHT

OUTLET-DUPLEX - SINGLE

OUTLET-GFI- SINGLE

SWITCH - SINGLE

SWITCH - THREE WAY

EXHAUST FAN

DATA

EMERGENCY LIGHT

EXTERIOR WALL SCONCES

ELECTRIC METERS AND PANELS

SOFT LIGHT TYP.

MECH. ACCESS

WALL PACK LIGHTING

ACCESSIBLE FIXTURES AND ACCESSORIES MOUNTING SCHEDULE PER ANSI & ADA STANDARDS

SIDE APPROACHFRONT APPROACH

ELEVATOR HALL LANTERN FIXTURE - TO CENTERLINE

ELEVATOR ENTRANCE DESIGNATIONS - TO CENTERLINE

ELEVATOR CALL BUTTON - TO CENTERLINE

DD

CC

BB

72" MIN.

60"

48" MAX.48" MAX.

42"

ELEVATOR FLOOR BUTTONS

ELEVATOR EMERGENCY CONTROL BUTTONS - TO CENTERLINE

36" GRAB BAR - LOCATED FROM ADJACENT WALL

WATER CLOSET - CLEAR SPACE (WALL MTD)

42" GRAB BAR - LOCATED FROM REAR WALL

LAVATORIES - CLEAR SPACE FROM CENTERLINE

WATER CLOSET - CLEAR SPACE FROM ADJ. WALL

WATER CLOSET - FROM ADJACENT WALL TO CENTERLINE

TOILET PAPER DISPENSER - DEPTH FROM WATER CLOSET

PAPER TOWEL DISPENSER - HEIGHT TO DISPENSER OPENING

TOILET PAPER DISPENSER - HEIGHT TO DISPENSER OPENING

WATER CLOSET - HEIGHT TO FLUSH CONTROLS

LAVATORIES - HEIGHT TO TOP OF RIM

DRINKING FOUNTAIN - HEIGHT TO BOTTOM OF APRON

LAVATORIES - HEIGHT TO BOTTOM OF APRON

URINAL - HEIGHT TO TOP OF RIM.

SIDE APPROACHFRONT APPROACH

DRINKING FOUNTAIN - HEIGHT TO TOP OF SPOUT

CONTROLS & DISPENSERS: (TELEPHONES INCLUDED)MAXIMUM TO CENTER LINE OF CONTROL DEVICE -

EDGE OF REFLECTING SURFACE.

DRINKING FOUNTAIN - DEPTH FROM FINISHED WALL

GRAB BARS - HEIGHT TO TOP OF BAR.

MIRROR - HEIGHT MAXIMUM TO BOTTOM

URINAL - DEPTH FROM WALL TO EDGE OF TOILET RIM

WATER CLOSET - HEIGHT TO TOP OF SEAT.

LAVATORIES - DEPTH FROM FINISHED WALL

Y

AA

Z

X

W

T

V

U

R

S COAT HOOK

N

P

Q

M

L

K

H

J

C

F

G

D

E

B

A

DIM. MK. ITEM

12" MAX.

35" MIN.

6" MAX.

15" MIN.

56" MIN.

60" MIN.

18"

7" - 9"

40-48" MAX.

17" MIN.

48" MAX.

18" - 48"

27" MIN.

36" MAX.

48" MAX.48" MAX.

44" MAX.

40" MAX.

17" MIN

33"- 36"

17" - 19"

13 1/2 " MIN.

17" MAX.

29" MIN

34" MAX.

ACCESSIBLEDIM. REQ.

MOP & BROOM HOLDEREE 38" MIN.

SANITARYGG 30" MIN.

PASS THRUFF 48" MIN.

SHELFHH 46" MIN.

S

48" MIN.

19" MAX.

C

30"

MIN

.

J

8 MIN.

B A

M

E

L

P

11" MIN.

9"

MIN

.

D

8" MIN.

N

27"

MIN

.

9 M

IN.

6" MAX.

C

36" MIN.T

XU

Y

FF E

E

GG

COAT HOOKMIRROR

LAVATORY

HAND

DRYER

DRINKING FOUNTAIN

URINAL

ACCESSIBLE STALL

PASS

THRU

MOP &

BROOM

SANITARY

NAPKIN

DISPOSAL

ELEV.ELEV.

PLANPLAN

FLOORCLEAR

SPACE

ELEV.

ELEV.

ELEV.

ELEV.

PLAN

W.C. CLEARFLOOR SPACE

ELEV. ELEV.ELEV.

1' - 6" 1' - 6"

2' -

0"

MA

X

30" X 48" CLEAR FLOOR SPACE

MA

X

AC

CE

SS

IBLE

17"

-19

"1

' -

0"

2' -

3"

3' -

0"

AT

HH

SHELF

ELEV.

V

ELEV.

F

GQ

12"

R

42" MIN.

1'-6"

ELEV.

TPH

MAX.

ELEV.

1 1/2" DIAS.S. GB

1 1/2" DIAS.S. GB

39"-41"

39"-

41"

VE

RT

ICA

L B

AR

WATER CLOSET

H

U

F

39"-

41"

VE

RT

ICA

L B

AR

6" MAX.36" MIN.

ISSUE DATE:

PROJECT NUMBER:

REVISIONS:


(405) 701-6363

10

/18/2

01

9 3

:07

:43

PM

A3.0

REFLECTEDCEILING PLAN

10.18.2019

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19-037

10.18.2019

Permit Set

1/4" = 1'-0"1

REFLECTED CEILING PLAN


GROUND FLOOR0"

HAIL RESISTANT SHINGLES CLASS 4

BRICK TO MATCHEXISTING BUILDINGSIN THE DEVELOPMENT

ELECTRIC METER

BRICK WINDOW SILL

GUTTER SYSTEM

EXTERIOR WALLSCONCE

4' X 6' LOW "E"WINDOWS TO MATCH EXISTING WINDOWSIN THE DEVELOPMENT

DOWNSPOUT

TOP OF ROOF29' - 0"

WOOD ACCENTS

8" / 1'-0"

BRICK SOLDIERCOURSE VENEER


GROUND FLOOR0"

ELECTRICMETERS

DOORS TO MATCHEXISTING BUILDINGSIN THE DEVELOPMENT

HAIL RESIST.SHINGLES CLASS4.

GUTTERS ANDDOWNSPOUTS BYCONTRACTOR TYP.

BRICK VENEER

LOW-E WINDOWS

BRICK WINDOW SILL

TOP OF ROOF29' - 0"

DOWNSPOUT

GASMETER

BRICK SOLDIER COURSE

GROUND FLOOR0"

EXTERIOR WALLSCONCE

DOWNSPOUT

GUTTERS

ELECTRIC METERS

4' X 6' LOW "E"WINDOWS TO MATCHEXISTING WINDOWS IN THE DEVELOPMENT

BRICK WINDOW SILL

WALL PACK LIGHTING

TOP OF ROOF29' - 0"

WOOD ACCENTS


8" / 1'-0"


GROUND FLOOR0"

SHINGLE ROOF TOMATCH EXISTINGBUILDINGS IN THE DEVELOPMENT

WOOD ACCENTS

BRICK TO MATCH EXISTING BUILDINGSIN THE DEVELOPMENT

BRICK ARCH

4' X 6' LOW "E"WINDOWS TO MATCHEXISTING WINDOWSIN THE DEVELOPMENT

DOWNSPOUT

DOORS TO MATCH EXISTINGIN THE DEVELOPMENT

EXTERIOR WALL SCONCE

TOP OF ROOF29' - 0"

GUTTER AND DOWNSPOUT

BRICK WINDOWSILL

WOODEN ACCENTS

HAIL RESISTANTSHINGLES. CLASS 4

2216

CAST STONE TO MATCHDEVELOPMENT STANDARD


28

' - 1

1 1

/8"

1. CONTRACTOR TO VERIFY WINDOW AND DOOR DESIGN, TYPES AND SIZES. MATCH EXISTING DEVELOPMENT STANDARDS.

2. ALL WINDOWS AND DOORS TO HAVE LOW "E" WINDOW SYSTEMS

DOOR AND WINDOW NOTES

ISSUE DATE:

PROJECT NUMBER:

REVISIONS:


(405) 701-6363

10

/18/2

01

9 3

:07

:45

PM

A4.0

EXTERIORELEVATIONS

10.18.2019

Build

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6 3

6th

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19-037

10.18.2019

Permit Set

3/16" = 1'-0"1

NORTH ELEVATION

3/16" = 1'-0"2

EAST ELEVATION

3/16" = 1'-0"3

SOUTH ELEVATION

3/16" = 1'-0"4

WEST ELEVATION


Structural PlansFOUNDATION PLAN

SheetsA0.0 - COVER SHEET & LIFE SAFETY PLANA1.0 - SITE PLAN & ROOF PLANA2.0 - FLOOR PLANA3.0 - REFLECTED CEILING PLANA4.0 - EXTERIOR ELEVATIONSS2.0 - FOUNDATION PLAN

Documents

54'-0...2019/10/18 · REF. 4' - 0" 6' - 0" WINDOWS TO MATCH EXISTING WINDOWS IN THE DEVELOPMENT 8' - 0" 3' - 0" TYP. WINDOW EXTERIOR DOOR GROUND FLOOR 2' - 0" …