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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
od
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
Recommended