F-1500

14783

FACTORY F-1 STORAGE S-1

S-1300

6302

BUSINESS B

B100

7788

FIRE EXTINGUISHER

FIRE EXTINGUISHER

3225 34

DOOR

37' - 4"

63' - 6"

55' - 11"

3225 34

DOOR EXISTING EXIT @ GRADE

EXISTING EXIT @

GRADE

F1 = LITHONIA, WSQ LED WALL SCONCE

WITH EMERGENCY BATTERY BACKUP, OR

EQUAL (Exterior Surface Mount)

E1 = LITHONIA, LQM QUANTUM LED EXIT

SIGN, OR EQUAL (Interior Surface Mount)

F1, E1

F1, E1

F1, E1

EGRESS LEGEND

XXXX XX

DOOR

XXXX

XXXXXX

OCCUPANCY DESIGNATIONFLOOR AREA (SF)

REQUIRED EGRESS WIDTH (INCHES)

PROVIDED EGRESS WIDTH (INCHES)

OCCUPANT LOAD

EGRESS COMPONENT

FLOOR AREA PER OCCUPANT

OCCUPANT LOAD

EXIT SIGN

FIRE EXTINGUISHER

EGRESS TRAVEL DISTANCE FROM FURTHEST ROOM

X'-X"

TRAVEL PATH FROM FURTHEST ROOM A

T

TS

XETEFO

SA

RO

DN

EY E. PA

LME

R

17 4 7 7

REGIS

TERED ARCH

ITECT

COPYRIGHT © 2016 ALL RIGHTS RESERVED. THESE

DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE GROUP ARCHITECTS AND MAY

NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS

WRITTEN PERMISSION.

REVISION:

SHEET:

PROJECT NO:DRAWN BY:DATE:PROJECT MGR:

A000

Cover

906 S

ou

th P

ac

e B

en

d R

d.

Sp

ice

wo

od

, TX

11.15.16

Co

pp

erle

af

Pro

pe

rty R

em

od

el

SET FOR PERMIT

16144JC

12.20.16RP

Copperleaf Property Remodel

906 South Pace Bend Rd.

Spicewood, TX 78669

1. ALL CONSTRUCTION SHALL CONFORM TO LOCAL BUILDING CODES AND TO O.S.H.A. REQUIREMENTS.

REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH THESE REGULATIONS.

2. CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE TO ALLOW UNINTERRUPTED PROGRESS

OF ALL WORK AND TO COMPLETE PROJECT WITHIN THE ESTABLISHED SCHEDULE.

3. CONTRACTOR TO VERIFY DELIVERY DATES FOR ANY LONG LEAD TIME ITEMS AND MATERIALS TO

ENSURE THEIR INSTALLATION ON THE PROPER SEQUENCE OF THE JOB.

4. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS ARE INTENDED TO MEET ALL APPLICABLE

CODES AND ORDINANCES. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES, ORDINANCES AND DEED

RESTRICTIONS.

5. ANY DISCREPANCIES IN CONSTRUCTION DOCUMENTS TO BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT PRIOR TO WORK BEING PERFORMED OR MATERIALS BEING ORDERED.

6. ALL PERMIT COSTS TO BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR

ASSURING THAT ALL PERMITS NECESSARY TO LEGALLY PERFORM THE WORK HAVE BEEN OBTAINED PRIOR TO

COMMENCING CONSTRUCTION.

7. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD. REPORT ANY AND ALL DISCREPANCIES, ERRORS OR

OMISSIONS TO THE ARCHITECT PRIOR TO COMMENCING WORK AND/ OR THE ORDERING OF MATERIALS.

8. UNDER NO CIRCUMSTANCES SHALL ANY DIMENSIONS BE SCALED FROM THESE DRAWINGS. ANY

CRUCIAL DIMENSION NOT GIVEN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. EXISTING

DIMENSIONS CAN BE VERIFIED IN THE FIELD.

9. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR AMENDED PLANS SHOULD ANY CHANGES BE MADE

TO THESE PLANS BY THE CONTRACTOR OR ANY OF HIS REPRESENTATIVES.

10. THE CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR

PERSONS IS CHARGE OF UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCING WORK.

11. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND

MATERIALS FROM THE SITE UPON COMPLETION OF THE WORK AND MAINTAIN A CLEAN AND ORDERLY WORK

AREA AT ALL TIMES.

12. DO NOT USE PAINTS, PRIMERS, SEALERS OR GLUES THAT EMIT FLAMMABLE, TOXIC OR NOXIOUS FUMES.

EACH TRADE SHALL BE RESPONSIBLE TO VERIFY THE MATERIALS THEY ARE USING COMPLY WITH

MANUFACTURERS WRITTEN INSTRUCTIONS FOR THEIR USE.

13. LOCATION, SIZE, QUANTITY AND GRAPHIC DESIGNATIONS FOR FIRE EXTINGUISHERS SHALL BE

DETERMINED BY GOVERNING FIRE DEPARTMENT AND MAY NOT BE SHOWN ON THESE DRAWINGS.

14. GENERAL CONTRACTOR TO SUBMIT SPECIFICATIONS AND PRICING FOR FIRE SUPPRESSION/

SPRINKLERS, FIRE EXTINGUISHERS, ALARMS, ADA CALL STATIONS, AND SECURITY SYSTEMS IN INITIAL BID TO

CLIENT/ OWNER.

15. THESE DRAWINGS DO NOT ADDRESS ANY FIRE ALARM OR FIRE SUPPRESSION/ SPRINKLER SYSTEM

REQUIREMENTS. SYSTEM DESIGN AND REQUIRED PERMITS FROM OTHERS ARE THE RESPONSIBILITY OF THE

CONTRACTOR AND ARE SEPARATE FROM THIS SUBMITTAL.

16. ALL WINDOWS WITHIN 24" OF AN EXTERIOR OR INTERIOR DOOR TO BE TEMPERED GLASS. WINDOW

MANUFACTURER TO VERIFY FOR ALL TEMPERED GLASS LOCATIONS AS PER APPLICABLE CODE.

17. CONTRACTOR TO VERIFY SIZING AND LOCATION OF ALL APPLIANCES AND RELATED COMPONENTS.

18. ALL PLUMBING, APPLIANCE, & GAS VENTS TO VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE.

19. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS, AND

PATIOS.

20. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL FLOOR RECESSES AND DROPS MATCH

BETWEEN ARCHITECTURAL FLOOR PLANS AND ENGINEERED FOUNDATION PLANS. ANY DISCREPANCIES MUST

BE VERIFIED WITH ARCHITECT AND ENGINEER.

21. ALL MASONRY TO BE SUPPORTED BY OTHER MASONRY, CONCRETE, OR NON-CORROSIVE METAL

DOWN TO THE FOUNDATION.

22. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION START.

23. CONTRACTOR TO COORDINATE BAR JOISTS MANUFACTURER'S LAYOUT CONFORMS WITH ALL

REQUIRED PLUMBING PENETRATIONS AND ROOF HATCH LOCATION.

24. ARCHITECTS ARE GOVERNED BY THE TEXAS BOARD OF ARCHITECTURAL EXAMINERS, PHONE (512) 458-

1363.

GENERAL NOTES

AUTHORITIES HAVING JURISDICTION:

CODE SUMMARY:

TRAVIS COUNTY FIRE MARSHAL

APPLICABLE CODES:

2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL FIRE CODE2015 UNIFORM MECHANICAL CODE2015 UNIFORM PLUMBING CODE2014 NATIONAL ELECTRICAL CODE

PROJECT DESCRIPTION:

ONE STORY MIXED-OCCUPANCY BUILDING: FACTORY, STORAGE AND BUSINESS. NON SPRINKLED.CONSTRUCTION TYPE V-B

OCCUPANCY TYPES:

MIXED OCCUPANCY NON-SEPARATED PER IBC TABLE 508.4

GROUP B BUSINESSFOR OFFICE

GROUP F-1 MODERATE-HAZARD FACTORY INDUSTRIALFOR WAREHOUSE

GROUP S-1 MODERATE-HAZARD STORAGE FOR STORAGE AREAS

OCCUPANCY LOAD:

BUSINESS B @ 778 S.F. / 100 S.F. = 8FACTORY F-1 @ 1,478 S.F. / 100 S.F. = 15STORAGE S-1 @ 630 S.F. / 300 S.F. = 2TOTAL OCCUPANTS = 25

AREA SCHEDULE

BUSINESS B 778 SF

FACTORY F-1 1,478 SF

STORAGE S-1 630 SF

TOTAL GROSS AREA 2,885 SF

1/8" = 1'-0"1

LIFE SAFETY PLAN

EGRESS SYSTEM

IBC 903 NON-SPRINKLERED SYSTEM

IBC 1005 MIN. REQUIRED EGRESS WIDTH 0.3 INCH PER OCCUPANT FORSTAIRWAYS0.2 INCH PER OCCUPANT FOROTHER EGRESS COMPONENTS

IBC 1009 ACCESSIBLE MEANS OF EGRESS NOT REQUIRED IN EXISTING BUILDINGS

IBC 1006 SINGLE EXIT OK FOR 49 OCCUPANTS MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE 75 FT

FIRE RATED ASSEMBLIES

NO FIRE-RESISTANCE RATING REQUIREMENTS PER IBC TABLE 601

Owner: Allison Mary JeanContact: Arthur AllisonCopperleaf Property Group LLC2220 Lakeway Blvd. Ste 210Lakeway, Texas 78734arthura@copperleafpg.com

Architect: Cornerstone Architects LLPContact: Rodney Palmer7000 Bee Cave Rd, Ste 200Austin, Texas 78746rodney@cornerstonearchitectsllp.com

TX-7

1

LOCATION MAP

c o

c o

!

E

OH

OH

OH

OH

OH

OH

OH

OH

OH

Existing

metal

building on

ground

frame shed

on ground

covered

gravel

Exist

ing c

oncrete

covered p

atio

concrete

concrete

barrier

asp

ha

ltd

rive

asp

ha

ltd

rive

CM

P in

co

ncre

te

fence

post

18" CMP

asp

ha

ltro

ad

wa

y

Access Easement per Vol.

12742, Pg. 2213

20' x 91' Ingress and Egress

Easement

per Vol. 8706, Pg. 213

m

x x

0.1'

on

x

x

x

x

x

x

x

x

x

x

x

x

x

x0.6

' on

0.1' off

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

0.1' off

x

x

x

x

x

x

x

x

x

x

x

x

0.6' off

1.1' off

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

0.9' o

n

0.7' off

x

0.1' off

edge o

f ro

ad

x

x

0.4'

on

1.0' off

oo

5' P

UE

& D

E (P

lat)

5' PUE & DE (Plat)

5' PUE & DE (Plat)

S 55°18'16" E

203.58'

N 57°05'00" W

565.69'

N 57°05'00" W

209.68'

S 32

°59'

12" W

146.

12'

S 55°10'48" E

446.10'

N 4

8°44

'22"

E

579.7

5'

rad

ius

= 1

,217

.32'

arc

= 5

9.34

'

CH

= S

34°

32'0

1" W

, 59.

33'

N 4

8°44

'22" E

, 75.

00'

S 35°16'40" E, 74.59'

S 50°3

6'54" W, 3

94.34'

PA

CE

BEN

D R

OA

D

(pla

t ca

ll F.

M. H

ighw

ay

2322

- 1

00' R

.O.W

.)

0

Parcel A & B

Lot 3453015 60 90 120 180

PO

B

Existing 12' H.

metal building

on concrete

4.34 Acres

Parcel A

called 3.33 Acres

Vol. 12742, Pg. 2213

Parcel B

Lot 2

Robert E. Mansell

Subdivision

Vol. 50, Pg. 14

Lot 1

Francis R. Reid

1.000 Acre

Vol. 7634, Pg. 576

45.8

'

Existing gravel

drive

33' -

9"

50' -

11

1/4"

106'

- 4

1/2

"

125'

- 1

0 1/

2"

NO

RTH

21' diam. corrugated steel, water

storage tank on 25' square concrete

base, equal to CGS Model 2102S w/

nominal capacity of 18,800 gallons.

NFPA 22 approved

Parking

New gravel

loop added to

existing lane

Briarcliff water supply

15' -

0"

15

' -

0"

Existing fence line

x

x

20' -

0"

AT

TS

XETEFO

SA

RO

DN

EY E. PA

LME

R

17 4 7 7

REGIS

TERED ARCH

ITECT

COPYRIGHT © 2016 ALL RIGHTS RESERVED. THESE

DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE GROUP ARCHITECTS AND MAY

NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS

WRITTEN PERMISSION.

REVISION:

SHEET:

PROJECT NO:DRAWN BY:DATE:PROJECT MGR:

A101

Site Plan

906 S

ou

th P

ac

e B

en

d R

d.

Sp

ice

wo

od

, TX

12.20.16

Co

pp

erle

af

Pro

pe

rty R

em

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el

SET FOR PERMIT

16144JC

12.20.16RP

1" = 30'-0"1

SITE PLAN

1 12.20.16 Revision 1

WAREHOUSE

5

WAREHOUSE

6

STORAGE 1

8

VESTIBULE

7

STORAGE 2

9

MENS RR

4

WOMENS RR

3

OFFICE

2

LOBBY

1

23' - 5 1/2" 26' - 2" 9' - 7"

35' - 5 1/2" 9' - 3 1/2" 14' - 5 1/2"

59' - 2 1/2"

49

' -

4"

21

' -

6 1

/4"

70

' -

10

1/4

"

70

' -

10

1/4

"

29' - 6" 30' - 0"

8' - 0" 10' - 0" 3' - 9 1/2" 3' - 3" 10' - 5" 3' - 11 1/2" 3' - 3" 2' - 1"

59' - 2 1/2"

8' - 0" 10' - 0" 2' - 0" 3' - 3"

2 1/2"

3' - 7 1/2" 3' - 2 1/2" 12' - 9 1/2" 3' - 2 1/2" 3' - 4"

12

' -

6"

9' -

4 1

/2"

7' -

8 1

/2"

19

' -

9"

21

' -

6 1

/4"

12

' -

11

1/4

"1

4' -

6 1

/4"

21

' -

10

1/2

"

27

' -

5 1

/2"

5' -

3 1

/2"

16

' -

7"

12' - 0" 9' - 1" 5' - 1"

4' - 10 1/2" 9' - 7"

CASED

OPENING

(VERIFY HEIGHT

W/OWNER)

B

A

A B

A A

A

A

CASED

OPENING

(VERIFY HEIGHT

W/OWNER)

B

B

A

A

A

A

EXISTING OVERHEAD DOOR

EXISTING OVERHEAD DOOR 3080 3080

3080

30803080

3080

3080

3080

3080

3080

3080

EXT. 2x6 WALL BEARING

STRUCTURAL FLOOR

5/8" GYPSUM

BOARD, ONE LAYER

2x6 STUDS AND SOUND

BATTS

STRUCTURAL DECK

INT. 2x4 WALL w/ SOUND BATTSNON-BEARING

STRUCTURAL FLOOR

5/8" GYPSUM BOARD, ONE

LAYER ON EACH SIDE

2x4 STUDS AND SOUND

BATTS

CEILING OR

STRUCTURAL DECK

4 3/4"

A

EXISTING EXTERIOR

FINISH MATERIAL

B

MIRRORPAPER

TOWEL

DISP.

HAND

DRYER

SOAP

DISP.

ELEC./

DATA

OUTLE

T

F.F.

FIRE

EXTING.

CABINET

SWITCHFIRE

EXTING.

74

" (M

IN.)

40

" M

AX

.

TO B

OTT

OM

OF

REFLE

CTI

VE S

UR

FA

CE

15

" M

IN.

- 4

8"

MA

X.

OP

ER

AB

LE P

AR

TS,

48

" M

AX

.

15

" M

IN.

9" MIN.

48

" M

IN.-

60

" M

AX

.

48

" M

AX

.

7"-9"

12" MAX.

54" MIN.

42" MIN.

17"

12" MIN.

36" MIN.

17"-

19"

12" MAX.

54" MIN.

36"

MIN

.

15" MIN.

15"

MIN

.

2'-10"

MA

X.

60"

MIN

.

56" MIN.

30" MIN. CLR.

17" (MIN.)19" (MAX.)

8" MIN. 6" MAX.

34"

MA

X.

29"M

IN.

27"M

IN.

9"M

IN.

LAV HEIGHTS FRONT ELEVATIONGRAB BAR

SIDE ELEVATION FRONT ELEVATION

TOILET COMPARTMENT PLAN VIEW

SIDE ELEVATION

CL

SLANTED

CAB. FACE

CIRCULAR CROSS

SECTION: OUTSIDE

DIA. OF 1 1/4" MIN. - 2"

MAX.NON-CIRCULAR

CROSS SECTION: 2"

MAX. AND PERIMETER

DIM. OF 4" MIN. - 4.8"

MAX.

PROVIDE BLOCKING

IN WALL TO ENSURE

STRUCTURAL

STRENGTH

PROJECTIN

G

OBJECTS

NOTE: IF WALL MOUNTED FIXTURE, FLUSH VALVE

CONTROL TO COMPLY WITH REACH RANGE. ALL

OTHER DIMENSIONS APPLY ACCORDINGLY.

CL

RECESSED

OBJECTS

OVERLAP NOTE

THE FOLLOWING SHALL BE PERMTTED

TO OVERLAP THE WC CLEARANCE

SPACE: ASSOCIATED GRAB BARS,

DISPENSERS, SANITARY NAPKIN

DISPOSAL UNITS, COAT HOOKS,

SHELVES, TURNING SPACE, AND

CLEARANCE SPACES OF OTHER

FIXTURES.

EQUIPMENT

PERMITTED IN

SHADED AREA ONLY.

BOWL DEPTH EQUALS

6 1/2" MAX. FROM

COUNTER TOP, OR

TOP EDGE OF RAISED

BOWL .

SIDE ELEVATION

CLEAR

FLOOR

SPACE

NOTE: NO FLOOR DRAINS IN

CLEAR FLOOR SPACE OF THE

WATER CLOSET

TO R

IM O

F S

INK

SIGNAGE &

HARDWARE

12

" M

IN.

1"

MIN

.

33

"-3

6"

MA

X.

33

"-3

6"

MA

X.

33

"-3

6"

MA

X.

16

" M

IN.-

18

" M

AX

.

AT

TS

XETEFO

SA

RO

DN

EY E. PA

LME

R

17 4 7 7

REGIS

TERED ARCH

ITECT

COPYRIGHT © 2016 ALL RIGHTS RESERVED. THESE

DESIGNS/ DRAWINGS ARE THE SOLE PROPERTY OF CORNERSTONE GROUP ARCHITECTS AND MAY

NOT BE REPRODUCED IN ANY FORM, BY ANY METHOD, FOR ANY PURPOSE WITHOUT PREVIOUS

WRITTEN PERMISSION.

REVISION:

SHEET:

PROJECT NO:DRAWN BY:DATE:PROJECT MGR:

A201

Floor Plan - Level 1

906 S

ou

th P

ac

e B

en

d R

d.

Sp

ice

wo

od

, TX

11.15.16

Co

pp

erle

af

Pro

pe

rty R

em

od

el

SET FOR PERMIT

16144JC

12.20.16RP 3/16" = 1'-0"

1FLOOR PLAN

1. ALL PERMANENT SIGNAGE MUST BE FULLY T.A.S.

COMPLIANT.

2. DOOR THRESHOLDS SHALL NOT EXCEED 1/2 IN (13 MM).

RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT

ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE

NO GREATER THAN 1:2.

3. DOOR CLOSERS & GATE CLOSERS: SHALL BE ADJUSTED

SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME

REQUIRED TO MOVE THE DOOR TO A POSITION OF 12

DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.

SPRING HINGES: SHALL BE ADJUSTED SO THAT FROM THE

OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL

MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM.

4. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER

OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A

SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES

NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR

TWISTING OF THE WRIST TO OPERATE. LEVER-OPERATED

MECHANISMS, AND U-SHAPED HANDLES ARE ACCEPTABLE

DESIGNS. WHEN SLIDING DOORS ARE FULLY OPEN,

OPERATING HARDWARE SHALL BE EXPOSED AND USABLE

FROM BOTH SIDES. HARDWARE REQUIRED FOR ACCESSIBLE

DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48 IN

(1220 MM) ABOVE FINISHED FLOOR.

5. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A

DOOR SHALL BE AS FOLLOWS:

(1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING

FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE

AUTHORITY.

(2) OTHER DOORS:

(A) INTERIOR HINGED DOORS: 5 LBF (22.2N).

(B) SLIDING OR FOLDING DOORS: 5 LBF. (22.2N).

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO

RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT

MAY HOLD THE DOOR IN A CLOSED POSITION- SEE T.A.S.

SECTION 404.2.9.

11. THE HIGHEST OPERABLE PART OF CONTROLS,

DISPENSERS, RECEPTACLES, AND OTHER OPERABLE

EQUIPMENT SHALL BE PLACED AS FOLLOWS:

(A) FOR FORWARD APPROACH, UNOBSTRUCTED REACH

THE MAXIMUM HEIGHT SHALL BE 48" (1220 MM) AND

MINIMUM IS 15" (380 MM) ABOVE FLOOR, IF EQUIPMENT IS

OVER AN OBSTRUCTION SUCH AS COUNTERTOP, REFER TO

ADA REGULATION IN T.A.S. 2012 SECTION 308.2.2.

(B) FOR SIDE PARALLEL APPROACH THE MAXIMUM

HEIGHT SHALL BE 48" (1370 MM) AND MINIMUM IS NO LESS

THAN 15" (230 MM) ABOVE FLOOR. IF EQUIPMENT IS OVER

AN OBSTRUCTION SUCH AS COUNTERTOP, REFER TO T.A.S.

2012 SECTION 308.3.2.

T.A.S. NOTES

3/8" = 1'-0"3

T.A.S. - ACCESSORIES, WATER CLOSET,GRAB BARS, LAVATORY, SIGNAGE