1. THE CONTRACTOR REPRESENTS THAT HE HAS THOROUGHLY REVIEWED THE DRAWINGS, SPECIFICATIONS AND CONTRACT DOCUMENTS AND THAT THEY ARE SUITABLE FOR SUBMITTING A VALID BID. CONTRACTOR SHALL SUBMIT A WRITTEN DESCRIPTION OF ALL DEFICIENCIES AND AMBIGUITIES IN THE CONTRACT DOCUMENTS TO THE OWNER WITHIN 7 DAYS OF SIGNING THE CONTRACT. CHANGE ORDERS FOR DESIGN DEFICIENCIES OR AMBIGUITIES NOT

INCLUDED IN CONTRACTOR'S DESCRIPTION WILL NOT BE ALLOWED.

2. THE CONTRACTOR ACKNOWLEDGES ITS RESPONSIBILITY TO SUBMIT CORRECT SHOP DRAWINGS AND OTHER REQUIRED SUBMITTALS. INCORRECT SUBMITTALS WILL BE RETURNED TO THE CONTRACTOR WITHIN 3 CALENDAR DAYS NOTING THE DEFICIENCIES. IF THE DEFICIENCIES ARE NOT CORRECTED IN THE NEXT SUBMITTAL, ANY TIME SPENT ON RE-REVIEWS WILL BE CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS NEXT PROGRESS PAYMENT.

3. THE CONTRACTOR ACKNOWLEDGES ITS RESPONSIBILITY TO BE FAMILIAR WITH THE CONTRACT DOCUMENTS.

REQUESTS FOR INFORMATION (RFIS) WILL BE RESPONDED TO THE CONTRACTOR WITHIN 3 CALENDAR DAYS OF RECEIPT. TIME SPENT REVIEWING RFIS IN WHICH THE INFORMATION REQUESTED IS CLEARLY INCLUDED IN THE DRAWINGS OR SPECIFICATIONS WILL BE CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS NEXT PROGRESS

PAYMENT.

4. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE DRAWINGS AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT.

5. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK CAN BE CONSTRUCTED AS SHOWN. ANY CONFLICTS OR CLARIFICATIONS, INCLUDING THOSE BETWEEN THE MEP AND ARCHITECTURAL DRAWINGS, SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR

CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION.

6. DIMENSIONS ARE TO FACE OF MATERIAL UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE

DRAWINGS. NOTIFY THE ARCHITECT FOR REQUIRED DIMENSIONS IF NOT NOTED.

7. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST BE SUBMITTED TO ARCHITECT AND CONSTRUCTION MGR. FOR REVIEW

PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.

8. CONTRACTOR TO CONFIRM WITHIN SEVEN (7) DAYS OF ISSUE OF CONTRACT DOCUMENTS ANY LONG LEAD ITEMS, WHICH MAY IMPACT COMPLIANCE WITH THE PROJECT SCHEDULE.

9. "ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.

10. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED.

11. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND

ORIENTATION ON DRAWINGS AND ELEVATIONS.

12. ALL WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY TENANT OR UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. "OFCI" MEANS ITEMS FURNISHED BY THE OWNER, AND INSTALLED BY THE CONTRACTOR. CONTRACTOR SHOULD INCLUDE INSTALLATION COSTS IN THE BID.

13. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS SHOWN OR REFERRED TO ON ANY SHALL BE PROVIDED

AS THOUGH SHOWN ON ALL. DO NOT DISASSEMBLE SETS OF DRAWINGS.

14. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED CONNECTED, ERECTED, CLEANED AND CONDITIONED PER MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCE BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

BEFORE PROCEEDING.

15. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS AND COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES (FEDERAL, STATE, OR LOCAL) GOVERNING THE

WORK. IN CASE OF CONFLICT, THE MOST STRINGENT SHALL APPLY.

16. THE CONTRACTOR, IN COORDINATION WITH THE OWNER, SHALL COORDINATE CONSTRUCTION PERSONNEL PARKING LOCATION AND REQUIREMENTS. DRIVEWAYS AND ENTRANCES SERVING THE PREMISES ARE TO BE CLEAR AND AVAILABLE FOR USE AT ALL TIMES. SCHEDULE DELIVERIES WITH BUILDING OWNER OR CONSTRUCTION MANAGER.

17. WORK AREAS ARE TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE

WITH OWNER TO ENSURE SECURITY.

18. DURING HANDLING AND INSTALLATION OF WORK AT PROJECT, CLEAN AND PROTECT WORK IN PROGRESS AND ADJOINING WORK CONTINUALLY. APPLY SUITABLE PROTECTIVE COVERING ON NEWLY INSTALLED WORK WHERE REASONABLY REQUIRED TO ENSURE FREEDOM FROM DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL

COMPLETION.

19. THE CONTRACTOR SHALL ENSURE THAT CAUTION IS TAKEN TO PROTECT THE BUILDING, ELEVATOR, AND ADJACENT FINISHED AREAS FROM BEING DAMAGED. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S COST.

20. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE SCHEDULE ALL POWER OUTAGES.

21. CONTRACTOR SHALL MAINTAIN FOR THE DURATION OF THE WORK ALL EXISTING EXIT LIGHTING, AND FIRE PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL NECESSARY FIRE ALARM DEVICES, TO COMPLY WITH LIFE SAFETY CODE AND TEXAS

ACCESSIBILITY REQUIREMENTS.

22.FIRE PROTECTION SYSTEM DESIGN IS THE RESPONSIBILITY OF THE CONTRACTOR'S FIRE PROTECTION SYSTEM CONTRACTOR. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED BY A TEXAS PROFESSIONAL ENGINEER WHO IS

LICENSED FOR THIS TYPE OF SYSTEM.

23. CONTRACTOR TO PROVIDE SUFFICIENT TEMPORARY LIGHTING TO ENSURE PROPER WORKMANSHIP EVERYWHERE; BY

COMBINED USE OF DAYLIGHT, GENERAL LIGHTING, AND PORTABLE PLUG-IN TASK.

24. CONTRACTOR TO COORDINATE THE USE OF BUILDING TOILET FACILITIES WITH THE BUILDING OWNER'S REPRESENTATIVE.

25. CONTRACTOR SHALL OPERATE TEMPORARY SERVICES AND FACILITIES IN A SAFE AND EFFICIENT MANNER. DO NOT OVERLOAD TEMPORARY SERVICES OR FACILITIES, AND DO NOT PERMIT THEM TO INTERFERE WITH THE PROGRESS OF

THE WORK.

26. LAYOUT OF EQUIPMENT, ACCESSORIES, AND PIPING SYSTEMS ARE DIAGRAMMATIC, EXCEPT AS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITH THE VARIOUS MECHANICAL AND ELECTRICAL TRADES SO AS TO AVOID INTERFERENCE, AND TO SECURE MAXIMUM HEADROOM, CLEAR ACCESS TO PIPES AND DUCTS AND MAXIMUM USABLE

AREA.

27. CONTRACTOR SHALL NOTIFY ARCHITECT AND CONSTRUCTION MANAGER IMMEDIATELY OF ALL UTILITIES DETERMINED IN THE COURSE OF CONSTRUCTION AS BEING NECESSARY TO BE REMOVED WHICH HAVE NOT OTHERWISE BEEN NOTED FOR REMOVAL IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL REMOVE SUCH UTILITIES ONLY AFTER CONSULTATIONS WITH ARCHITECT AND LANDLORD. WHETHER PREDETERMINED IN THE CONSTRUCTION DOCUMENTS OR DETERMINED LATER IN FIELD, DISCONNECT, CUT BACK TO SOURCE, AND CAP ALL UTILITY SERVICES REMOVED.

SEAL ALL PENETRATIONS CREATED BY REMOVAL OF UTILITIES TO MATCH ADJACENT CONSTRUCTION AND FINISHES.

28. ELECTRICAL PANELS FIRE EXTINGUISHER AND OTHER ITEMS INSTALLED IN WALLS SHALL BE BACKED WITH DRYWALL TO MAINTAIN REQUIRED FIRE RATINGS. CONTRACTOR SHALL COORDINATE AND PROVIDE METAL BACKING PLATES OR SOLID WOOD BLOCKING (FIRE TREATED) IN PARTITIONS FOR ALL MILLWORK AND WALL ATTACHED ITEMS.

29. REQUIRE INSTALLER OF EACH MAJOR UNIT OF WORK TO INSPECT SUBSTRATE TO RECEIVE WORK, AND CONDITIONS UNDER WHICH WORK WILL BE PERFORMED, AND TO REPORT UNSATISFACTORY CONDITIONS. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO INSTALLER.

30. WHERE INSTALLATIONS INCLUDE MANUFACTURED PRODUCTS, COMPLY WITH MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION, TO THE EXTENT THAT THESE ARE MORE EXPLICIT OR MORE

STRINGENT THAN REQUIREMENTS INDICATED IN CONTRACT DOCUMENTS.

31. PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS FOR SECURING WORK PROPERLY AS IT IS INSTALLED; TRUE TO LINE AND LEVEL, AND WITHIN RECOGNIZED INDUSTRY TOLERANCES IF NOT OTHERWISE INDICATED.

ALLOW FOR EXPANSION AND BUILDING MOVEMENTS. PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK, ORGANIZED FOR BEST POSSIBLE VISUAL EFFECT. REFER QUESTIONABLE VISUAL EFFECT CHOICES TO ARCHITECT AND

CONSTR. MGR. FOR FINAL DECISION.

32. CONTRACTOR SHALL KEEP A MARKED UP SET OF CONSTRUCTION DOCUMENTS AS A RECORD COPY OF THE PROJECT.

RECORD DOCUMENTS SHALL BE DELIVERED TO THE OWNER AT PROJECT COMPLETION.

33. ALL ROOM NUMBERS AND AREA NUMBERS ARE SHOWN FOR DRAWING COORDINATION ONLY UNLESS DIRECTED

OTHERWISE BY OWNER.

34. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SPECIAL SYSTEMS AND MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS (INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY MEP DOCUMENTS.

35. CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR REVIEW BY ARCHITECT AND MEP ENGINEER FOR, AT MINIMUM, THE

FOLLOWING ITEMS: DOORS, FRAMES, HARDWARE.

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JOB NO.:

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2024-01

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These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

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08/30/24

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

PLAN

NORTH

O.H.

T.B.D.

SECTION

METAL

PLYWOOD

U.N.O.

O.C. ON CENTER

SHEET

DIAMETER

REFERENCE

SHT.

REF.

DIA.

DWG. DRAWING

ADJUSTABLE

DETAIL

SECT.

ADJ.

DTL.

N.I.C.

AFF

MTL.

CL

ADA

TAS

TDLR

REQUIREDREQ'D.

PLAM.

PLYWD.

X

X/

XX

.X

ROOM NAME

X/XX.X

GENERAL NOTES

A0.0 COVER SHEET

A0.1 ACCESSIBILITY INFO

A0.2 SPECIFICATION SHEET

A1.0 DEMOLITION ENLARGED PLANS

A1.1 NEW CONSTRUCITON ENLARGED PLANS,

ELEVATIONS & DETAILS

A1.2 SECTIONS & DETAILS

INDEX OF DRAWINGS

OPPOSITE HAND

TO BE DETERMINED

AMERICANS WITH DISABILITIES ACT

TEXAS ACCESSIBILITY STANDARDS

TEXAS DEPARTMENT OF LICENSING

PLASTIC LAMINATE

UNLESS NOTED OTHERWISE

CENTER LINE

ABOVE FINISHED FLOOR

NOT IN CONTRACT

& REGULATION

LEGEND PROJECT TEAM CONTACTS

DRAWING REVISION

ELEVATION

SECTION

A0.0

INFORMATION

MIN.

MAX. MAXIMUM

MINIMUM

TEXAS STATE CAPITOL BUILDING

GENERAL

ABBREVIATIONS

ROOM NAME

ENLARGED PLAN/DETAIL

XX/XX.XX

A/1

HW.1

DOOR TYPE / FRAME TYPE

HARDWARE TYPE

EXISTING DOOR TO REMAINE

E1 EXISTING DOOR TO BE RELOCATED

A PARTITION TYPE

1 KEYED NOTE

EXISTING WALL TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NEW PARTITION

NEW PARTITION WITH FIRE RATING (REF WALL TYPE)

ARCHITECTURAL

DUPLEX OUTLET

VOICE/DATA

RECESSED LIGHT FIXTURE

QUAD OUTLET

S SECURITY CAMERA

EXIT SIGN- CEILING MOUNT

EXIT SIGN - WALL MOUNT

2'X4' PARABOLIC LIGHT FIXTURE

HVAC SUPPLY (CLG.)

HVAC RETURN (CLG.)

SWITCH

N = NEW

SPRINKLER HEAD

FIRE EXTINGUISHER / BRACKET MOUNT

2'X4' FLUORESCENT FIXTURE

S SPEAKER (CEILING)

ROOM NUMBER

FEC

NORTH ENTRANCE DOOR OPERATOR REPLACEMENT

*DATA AND PHONE SHOWN FOR DEVICE LOCATIONS ONLY

FOR GENERAL CONTRACTOR'S SCOPE. COORDINATE EXACT

DEVICE WITH TELECOM VENDOR.

EXST. EXISTING

E.T.R. EXISTING TO REMAIN

E = EXISTING

R = RELOCATED

PROPERTY OWNER

ARCHITECT

JDAI

2105 ARPDALE STREET

AUSTIN TX 78704

CONTACT: JACQUI DODSON, 512/699.9708

ELECTRICAL | PLUMBING

MEP ENGINEER

B2AEP

3510 EAGLE WAY

ROUND ROCK, TX 78681

CONTACT: CHAD BLACK 512-925-7418

CHADBLACK@B2AEP.COM

AREA OF WORK

AREA OF WORK

Push Side

Push Side y = 48in minimum if door y = 48in minimum if door has both a latch and closer door has a closer.

y = 54in minimum if

Latch Side Approaches - Swinging Doors

Y m in

NOTE:

Pull Side

NOTE:

has a closer

Hinge Slide Approaches - Doors

24"min

X 24min

Y

"m in x = 36in minimum if y = 60in;

x = 42in minimum if y = 54in

NOTE:

Pull Side

Pull Side

" m in

Front Approaches - Swing Doors y

Y

X 22"min

NOTE:

"m in

"m in

18"min, 12" if door has both

Push Side closer and latch

" M

IN

IM

UM

32" CLEAR

" M

IN

Doors in a Series

1 1/4"

TO 1 1/2" 1 1/2"

HANDRAIL

C

LE

A R

FL

O

O R

TOILET

48" MIN.

" M

A X

" M

A X.

13.5" MIN

" M

A X

6" MAX.

9" M

IN

17"-19"

8" MIN.

" M

IN

30" MIN.

(F

RO

N T)

"M

A X

(S

ID

E)

8"

" M

IN

8" MAX

Light switch Thermostats, Etc.

Convenience Outlets Data, Tel., Etc.

control

18"

SHOWER STALL

SHOWER SEAT DETAIL

48" fu ll d ep th o f s ta ll

15-16"

1 1/2" max 1 1/

2" m ax clear floor space se at w al l back control area area

-1

5"

"M

A X

" M

IN

-3

6"

48" MIN.

19" MAX.

17" MIN.

" M

IN

" M

A X

" M

IN

" M

A X

10" MAX 10" MAX

4" MAX.

" M

IN

" M

IN

ANY AMOUNT

" M

A X.

CLEAR WIDTH

9" M

IN

" M

IN

" M

IN

" M

A X.

" M

A X.

T O

R

EF

LE

C

TIV

E

SU

RF

A C

E

6" MAX.

17" MIN.

8" MIN.

TO

LO

W

ES

T O

PE

RA

BL

E

FU

N

C

TIO

N

Measured to highest point of control

5'-0" MIN

16-18"

SP

A

C E

PAPER

3' -0

" M

IN

36"

MIN

12"

MIN

CL OF FLUSH VALVE

TOP OF RIM AT FRONT OF URINAL

3' -0

X

WHEN X>2'-0"

C

LR

C

LR

4'-0"

CLR

13.5" MIN

4' -8

4' -1

1"

W /W

A

LL

M

TD

. W .C

W /F

LO

O

R M

TD

. W

.C

4' -4

" M

IN

. 1' -0

M A

X

5'-0" MIN

4' -4

" M

IN

1' -0

M A

X

16"-18"

C L

C L

4' -8

4' -1

1"

W /W

A

LL

M

TD

. W .C

W /F

LO

O

R M

TD

. W

.C

4"

MAX

2'-8" MIN

CLR DOOR OPENING

FAUCET W/SINGLE

LEVER OR WRISTBLADE

HANDLE

CLR

FLOOR

SPACE

CENTERED

ON

SINK

CL

CLCL

1' -5

"-1 '-7

T.

O

. S

EA

T

36" clear floor space

" M

IN

60" MIN

16" TO 18"

4' -8

" M

IN

5'-0" MIN

CL 3'-6"

MIN

SP

O

UT

H

EI

G

HT

48"

M

IN

C

LR

MIN CLR

1'

-3

1' -3

" C L

C

LR

C

LR

30X60 SHOWER STALL

control control area area

"M

A X

" M

IN

-3 6"

Clearance at Recessed Doors

WC

"m in

Push Side

15" MAX

CL

SEAT

CL

BARWCBAR 24"

MIN

" m in

18"min, X>8

" m in

X>8

" m in

X>8

12" if door has both closer and latch

3'-0"

X>

X>

5'-0"

3'-0" 2'

-0

3' -0

5'-0"

CLEARANCE AT ALCOVES

T-SHAPED TURN AROUND

1'-0"

1'-0"

" M

IN

CL

ALT DOOR

LOCN

20" MAX >20-25" MAX

" M

A X

" M

A X

" M

A X

10"-24" MAX

" M

A X

" M

IN

IM

UM

32" CLEAR

NON CIRCULAR GRABBARS

SPACING OF GRABBARS

CHECK OUT COUNTERS

NO OBJECTS WITHIN

THE CLEAR FLOOR

SPACE

T .O

. B A

R

"M

IN

6"

M A

X.

TOE CLEARANCE AT STALL

TOE CLEARANCEL

TOE CLEARANCEL

42" MIN12" MAX

" T

.O . B

A R

" M

IN7-9"

TO CL OF ROLL

CL

54" MIN. CL

" M

A X

1/

2"

TP MUST BE

RECESSED IN

THIS AREA

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BYNO. DATE DESCRIPTION

REVISIONS

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

JA

CQ

UE

LINEG.DODSON

08/30/24

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

PLAN

NORTH

DRINKING FOUNTAINS CLEARANCES AT DOORSSHOWER STALLS TOILET STALLS

TOILET ELEVATIONS

URINALS

END OF ROW STALL

REACH RANGES

DOOR SIGN & MOUNTING HEIGHTS

LAVATORIES

PROTRUDING OBJECTS

MOUNTING HEIGHTS

STALL PLANS

STANDARD STALL

CLR FLOOR SPACE AT WATER CLOSET

HAND RAIL

NOTES

1. THE INFORMATION ON THIS SHEET IS INTENDED TO BE A REFERENCE FOR REQUIREMENTS SET FORTH

IN THE 2012 TEXAS ACCESSIBILITY STANDARDS ISSUED BY THE TEXAS DEPARTMENT OF LICENSING

AND REGULATION. THIS SHEET DOES NOT ADDRESS COMPLIANCE WITH OTHER CODES OR

STANDARDS.

2. IF CONTRACTOR FINDS CONFLICT WITH THIS SHEET AND THE DESIGN INTENT OF THE WORK, NOTIFY

ARCHITECT FOR RESOLUTION.

3. DO NOT SCALE THIS SHEET.

4. DIMENSIONS ARE TO FINISHED FACE OF WALLS.

5. NOT ALL DRAWINGS ON THIS SHEET ARE APPLICABLE TO THIS PROJECT. USE THIS SHEET FOR

REFERENCE ONLY ON ITEMS WITHIN THE SCOPE OF THE WORK.

TOE & KNEE CLEARANCES

MANEUVERING CLEARANCES

CLEARANCES

ARE

MINIMUMS

COUNTERS

TACTILE CHARACTERS HEIGHT TACTILE CHARACTERS LOCATION

A0.1

INFO. SHEET

ACCESSIBILITY

THE OWNER AND THE CONTRACTOR ACKNOWLEDGE THAT ITEMS MOUNTED BY THE OWNER OR

CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS BUT PROVIDED BY THE CONTRACTOR OR

OWNER (SUCH AS SOAP DISPENSERS, PAPER TOWEL DISPENSERS, SANITIZING GEL DISPENSERS, FIRST AID KITS AND FIRE EXTINGUISHERS) ARE ALSO SUBJECT TO TAS REQUIREMENTS AND SHALL

COMPLY WITH TAS 307.2 PROTRUSION LIMITS AND TAS 308.2.1 UNOBSTRUCTED FORWARD REACH.

NOTE REGARDING MOUNTING HEIGHTS AND PROTRUDING OBJECTS

FORCE REQUIRED TO OPEN DOORS SHALL NOT EXCEED 5 POUND FORCE

WASTE / CLEAN UP NOTES

1. Comply with safety standards and governing regulations for cleaning operations. Where extra materials of value remaining after completion of associated Work have become Owner's property, dispose of these to Owner's best advantage.

2. Contractor to provide final cleaning of the Work, at time indicated, consisting of cleaning each surface or unit or Work to normal "clean" conditions. Cleaning shall include but is not limited to:

Remove labels which are not required as permanent labels.

Wipe surfaces of mechanical and electrical equipment clean; remove excess lubrication and other substances.

Where projects have included exterior work or staging:

Clean project site (yard and grounds) of litter and foreign substances.

Sweep paved areas to a broom-clean condition: remove stains, petro-chemical spills and other foreign deposits.

Rake grounds that are neither planted nor paved to a smooth even textured surface.

3. The Contractor shall comply with all applicable provisions of local, state, and federal laws regarding the discharge of wastes into sewers and waterways.

4. All items indicated to be removed which will be of value after removal shall be removed with care as though the item is to be reinstalled in the remodeling Work. Such items not indicated to be reinstalled shall be turned over to the Owner, unless the Owner declines to accept the item whereupon the Contractor shall promptly remove from the site. Where indicated on drawings to be removed and reinstalled, carefully remove indicated items clean and store for reinstallation as specified.

5. Remove debris, rubbish and other materials resulting from demolition operations from building site. Transport and legally dispose of materials off site.

DEMOLITION NOTES

1. Protect from damage existing finish Work that is to remain in place and becomes exposed during demolition operations.

2. Repair demolition performed in excess of that required. Return structures and surfaces to remain to condition existing prior to commencement of selective demolition Work. Repair adjacent construction or surfaces soiled or damaged by selective demolition Work, including but not limited to walls, flooring and ceilings.

3. When demolition is indicated of an assembly, all components of the assembly shall be removed whether hidden within the new Work. Portions of walls above concealed ceilings shall be removed if the wall is indicated to be removed.

4. Where existing ceiling is indicated to be removed, all components of that assembly shall be removed. Ductwork shall remain in place.

5. Before demolition may begin, Contractor shall coordinate with the owner the termination and relocation of all electrical systems, switchgear, equipment, etc.

6. Remove electrical fixtures, wiring, and equipment as required.

Remove conduit and wires servicing electrical equipment to distribution panels unless otherwise approved. Remove abandoned data cabling.

7. Existing utilities to remain are to be kept in service throughout course of the Work. Certain service elements to remain may be located in and through demolished assemblies. The contractor as required shall remove, replace, and reroute these services.

8. If unanticipated mechanical, electrical or structural which conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict. Submit report to Owner's Representative.

9. Remove telephone fixtures, wiring and equipment as required.

Conduit may remain.

10. Upon completion of demolition Work, remove tools equipment and demolished materials from the site. Remove protection and leave interior areas broom clean.

SECTION 8740

BLASI C127 X CENTER PIVOT IN-GROUND OPERATED SWING DOOR OPERATOR

PART 1-GENERAL

1.01 DESCRIPTION

A. THIS SECTION DESCRIBES THE REQUIREMENTS FOR INSTALLATION OF THE BLASI C127 X

CENTER PIVOT (OR EQUAL) SWING DOOR OPERATOR IN LEFT OR RIGHT HAND

EXECUTION.

1. LOW ENERGY SWING DOOR OPERATORS MEETING ANSI A156.19.

2. HIGH SPEED, HEAVY DUTY SWING DOOR OPERATORS MEETING ANSI A156.10 AND

THAT UTILIZE SAFETY SYSTEMS AND RAILS AS REQUIRED BY THIS ANSI STANDARD.

B. RELATED SECTIONS

1. ELECTRICAL CONNECTIONS (HIGH AND LOW VOLT) AS SPECIFIED IN ELECTRICAL

SPECIFICATIONS

1.02 SUBMITTALS

A. PRODUCT DATA: FURNISH BLASI C127 X CENTER PIVOT (OR EQUAL) PRODUCT DATA

AND STANDARD DETAILS INCLUDING FABRICATION, FINISHING, HARDWARE, OPERATOR,

ACCESSORIES, AND OTHER COMPONENTS OF THE WORK. INCLUDE ROUGH-IN DIAGRAMS,

WIRING DIAGRAMS, AND MAINTENANCE INSTRUCTIONS.

B. SHOP DRAWINGS: FURNISH SHOP DRAWINGS FOR FABRICATION AND INSTALLATION.

SHOW ANCHORS, CEMENT CASINGS, HARDWARE, AND OTHER COMPONENTS NOT SHOWN

IN DOOR OPERATOR'S INSTRUCTIONS.

C. TEMPLATES AND DIAGRAMS: FURNISH TEMPLATES, DIAGRAMS, BLOCK-OUT DIMENSIONS,

AND OTHER DATA TO FABRICATORS AND INSTALLERS OF RELATED WORK FOR

COORDINATION OF OPERATORS WITH DOORS, FRAMES, HARDWARE, ELECTRICAL, AND

OTHER WORK.

1.03 QUALITY ASSURANCE

MANUFACTURER'S QUALIFICATIONS: MANUFACTURER MUST HAVE A MINIMUM OF FIVE (5)

YEARS EXPERIENCE IN THE FABRICATION OF IN-FLOOR AUTOMATIC DRIVE SYSTEMS SIMILAR

TO THOSE SPECIFIED. DOOR PACKAGES SHALL BE WARRANTED AGAINST DEFECT IN

MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF

INSTALLATION. INSTALLATION SHALL BE APPROVED BY AN AAADM CERTIFIED INSPECTOR.

A. INSTALLER'S QUALIFICATIONS: C127 X (OR EQUAL) SWING DOOR OPERATOR SHALL BE

OBTAINED AND INSTALLED SOLELY THROUGH AND BY AN AUTHORIZED TRAINED AND

FACTORY CERTIFIED AUTOMATIC DOOR PROVIDER. CONSULT MANUFACTURER (BLASI,

RECORD) FOR THE CURRENT LISTING.

PART 2-PRODUCTS

2.01 APPROVED MANUFACTURER

A. BLASI GMBH

CARL-BENZ-STR. 5 -15

77972 MAHLBERG / GERMANY

2.02 IN-GROUND SWING DOOR OPERATOR

A. DRIVE: TOTALLY NOISELESS DRIVE WITH HIGH PERFORMANCE GEAR FOR 90 DEGREE UP

TO 120 DEGREE OPENINGS. FULLY POWERED AUTOMATIC DRIVE WITHOUT HYDRAULICS

OR PNEUMATIC AND OPERATED WITH LOW VOLTAGE DC CHOPPED MOTOR AND SELF

CLOSING SPRING SYSTEM THAT ALLOWS THE DOOR TO CLOSE EVEN IN THE SITUATION

OF LOSS OF POWER.

1. DC LOW VOLTAGE MOTOR WITH HIGH CAPACITY SPECIAL ECCENTRIC GEARING

2. GEAR RATIO 59:1 FOR UP TO 600 KG HEAVY DOOR LEAVES. AUTOMATIC, PUSHES TO

START (POWER ASSIST) OPERATION OR PUSH-BUTTON ACTIVATION ARE POSSIBLE

FUNCTIONS THAT CAN BE OFFERED.

3. FLOOR BOX MANUFACTURED FROM DIE-CASTING ALUMINUM METAL.

4. FULLY TESTED IP RATING 67, 68 AND 69 WITH CERTIFICATE

5. ALL IN ONE DESIGN - NO EXTERNAL CABINET OR SWITCH BOX REQUIRED

6. EXTERNAL OPENING CYCLE ADJUSTMENT

7. DETACHABLE MOUNTING BRACKETS

8. INTERFACE FOR BLUETOOTH CONNECTION FOR SERVICE TABLET ACCESS

9. INCLUDING SUPER STRONG PIVOT ARM ASSEMBLY IN VARIOUS DESIGNS

10.COVER PLATE MADE OF DIE-CASTING ALUMINUM METAL.

11.ELECTRONIC CONTROL WITH FOUR (4) FUNCTIONS.

a) OFF/LOCKED

b) AUTOMATIC

c) ONE WAY

d) HOLD OPEN

12.SPEED AND OPENING TIME FULLY ADJUSTABLE.

13.AUTO-ADJUST POWER SUPPLY UNIT FOR 110V-230V AC, SINGLE PHASE 10 AMPS;

POWER CONSUMPTION 200 WATTS.

14.ELECTROMAGNETIC WIND DAMPENER IN OPERATOR AS STANDARD

a) THE “WIND BRAKE” HOLDS THE DOOR IN POSITION DURING WIND

LOADS. WHILE THE WIND BRAKE IS ENGAGED YOU MAY ONLY OPERATE

THE DOOR VIA PUSH BUTTON OR MOTION DETECTOR ACTIVATION.

15.OPTIONS: CEMENT ENCASING, CUSTOM TRENCH, TERRAZZO COVER PAN, ALL GLASS

DOOR LEAVES, PATCH FITTINGS, INVISIBLE IN-GLASS TITAN PIVOTS AND MORE…

16.DIMENSIONS:

a) LENGTH = 550MM (22'')

b) WIDTH = 280MM (11'')

c) DEPTH = 150MM (6'')

PART 3 - EXECUTION

3.01 INSTALLATION

A. INSTALL OF THE DRIVE SYSTEM IN PREPARED RECESS IN SLAB WHEN ALL CONDUITS AND

WIRES HAVE BEEN PREPARED TO INSTALL LOCATION.

B. CERTIFY THAT DOOR OPERATION COMPLIES WITH ANSI A156.19 OR A156.10 AS

SPECIFIED.

3.02 CLEANING AND PROTECTION

A. CLEAN EXPOSED OPERATING COMPONENTS AS RECOMMENDED BY BLASI GMBH.

B. PROTECT CONVERTER AND AUTOMATIC DOOR OPERATOR EQUIPMENT FROM DAMAGE AND

DETERIORATION DURING CONSTRUCTION.

END OF SECTION

PRESSURE MATS:

ELECTRODE ASSEMBLY

LOW-VOLTAGE (30VAC/VDC OR LESS) NORMALLY-OPEN CONSTANT

CONTACT SWITCH

HIGH-DURABILITY 24-GAUGE STEEL

18-GAUGE, 12-FOOT, 2-WIRE CORDS

HERMETICALLY ENCAPSULATED SWITCH AND LEAD WIRES

DESIGNED TO MEET IP67 AND NEMA 6

WATER-TIGHT AND TOTALLY SUBMERSIBLE

2 OUTER COVERING

PROPRIETARY MOLDED VINYL

SHORE A HARDNESS 72 ± 2

DIELECTRIC STRENGTH - 300 VOLTS/MIL

RIBBED TO PREVENT SLIPPING

COLORS: BLACK OR BROWN (OTHERS AVAILABLE)

MONOGRAM, LOGOS AND LETTERING CAPABILITIES

3 LOAD CAPACITY

3,000 PSI

TEMPERATURE RANGE

-35ºF TO 120ºF

-37ºC TO 49ºC

5 ACTIVATION SENSITIVITY

5-10 LBS. IN NORMAL FOOT TRAFFIC

CHEMICAL RESISTANCE

EXCELLENT RESISTANCE TO:

ICE

SNOW

SALT (CHLORIDES)

MOST FLOOR CLEANERS (INCLUDING WAX)

PETROLEUM SOLVENTS & OILS

FOR A COMPLETE CHEMICAL RESISTANCE CHART, CONTACT ATEK

DIRECTLY.

ACTUATOR BUTTON:

ARCHITECTURAL SPECIFICATION SHEET

AUTOMATIC AND INDUSTRIAL DOOR SOLUTIONS: PUSH PLATE -

(HARDWIRED)

SENSOR SPECIFICATIONS

ROUND PUSH PLATE FOR SLIDING, SWINGING, FOLDING AND

REVOLVING DOORS AS WELL AS INDUSTRIAL DOORS INCLUDING

OVERHEAD, ROLL-UP AND HIGH SPEED. WIRED PUSH PLATE SHALL

UTILIZE A SINGLE

POLE DRY CONTACT SWITCH CAPABLE OF PROVIDING A NORMALLY

OPEN OR NORMALLY CLOSED CONTACT FOR

DOOR ACTIVATION.

1. PUSH PLATE PROVIDED WITH NO EXPOSED FASTENERS ON THE

FACEPLATE AREA.

2. FACEPLATE UTILIZES AN ABRASIVE ETCH LETTERING

AND/OR LOGO. PUSH PLATES MADE OF PLASTIC, OR

HAVING SURFACE APPLIED PAINTED OR DECALED

LETTERING SHALL NOT BE ACCEPTABLE.

3. STAINLESS STEEL VERTICAL CONFIGURATION PUSH PLATE FOR

WALL MOUNT APPLICATIONS (APPROX 4"W X 36"H).

4. SCREWS COME IN MULTIPLE SIZES (#6 & #8) TO FIT BOTH

SINGLE AND DOUBLE GANG MOUNTING BOXES.

5. BEVELED EDGES PROVIDE A TAMPER AND VANDAL RESISTANT

SOLUTION.

6. 'ALL-ACTIVATE' PLATE ACTIVATES WITH ANY "PUSH" LOCATION.

7. WEATHER BOOT PROVIDED BETWEEN PLATE AND PLATE BACK.

8. HANDICAPPED LOGO AND MARKED PUSH TO OPEN, 4.5 INCHES

(11.43 CM) BY 1.25 INCH (3.19 CM)

9. MODEL 10BOX45RNDSM - ABS SURFACE MOUNT BOX

10. MODEL 10ESCUTCHEON45 - STAINLESS STEEL SURFACE

MOUNT ESCUTCHEON

TECHNICAL SPECS:

FACEPLATE MATERIAL 16 GAUGE, 304 2B STAINLESS STEEL

BACKPLATE MATERIAL 1/8 INCH (.31 CM) THICK, ALUMINUM

MOUNTING SCREWS STAINLESS STEEL, 6-32 × 1 IN & 8-32 × 1 IN

ALLEN HEAD SIZE: 5/64

CHERRY SWITCH SINGLE-POLE, 15 A, COM/NO/NC CONTACT

A0.2

SHEET

SPECIFICATION

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DRAWN:

PHASE:

JOB NO.:

JGD

08/30/24

2024-01

JGD

CD

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

JA

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LINEG.DODSON

08/30/24

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

PLAN

NORTH

SERVICE CORRIDOR

MECHANICAL ROOM

2'-4"

2"

2'-4"

VESTIBULE

VESTIBULE

2'-4"

2"

2'-4"

2'-4"

2" 2'-4"

SCALE :1 LEVEL 0 ENLARGED PLAN

1/4"=1'-0"

A1.0

DEMO PLANS

GENERAL DEMOLITION NOTES

1. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS.

2. MAINTAIN ALL EMERGENCY EXITING AND FIRE PROTECTION SYSTEMS AND DEVICES THROUGHOUT THE DEMOLITION WORK.

3. ALL EXISTING EXTERIOR WALLS AND DOORS ARE TO REMAIN, U.N.O.

4. MINIMIZE DEMOLITION IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO COMMENCEMENT OF

SELECTIVE DEMOLITION WORK. GC SHALL ENDEAVOR TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION OR SURFACES .

5. WHEN DEMOLITION IS INDICATED OF AN ASSEMBLY, ALL COMPONENTS OF THE ASSEMBLY SHALL BE REMOVED WHETHER HIDDEN WITHIN THE NEW WORK

6. BEFORE DEMOLITION MAY BEGIN, CONTRACTOR SHALL COORDINATE THE TERMINATION AND RELOCATION OF ALL ELECTRICAL SYSTEMS, SWITCHGEAR, EQUIPMENT, ETC.

7. REMOVE ELECTRICAL FIXTURES, WIRING, AND EQUIPMENT AS REQUIRED. REMOVE CONDUIT AND WIRES SERVICING ELECTRICAL EQUIPMENT TO DISTRIBUTION

PANELS UNLESS OTHERWISE APPROVED.

8. EXISTING UTILITIES TO REMAIN ARE TO BE KEPT IN SERVICE THROUGHOUT COURSE OF THE WORK. CERTAIN SERVICE ELEMENTS TO REMAIN MAY BE LOCATED IN

AND THROUGH DEMOLISHED ASSEMBLIES. THE CONTRACTOR AS REQUIRED SHALL REMOVE, REPLACE, AND REROUTE THESE SERVICES.

9. IF UNANTICIPATED MECHANICAL, ELECTRICAL OR STRUCTURAL WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND

MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT TO OWNER'S REPRESENTATIVE.

10. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS EQUIPMENT AND DEMOLISHED MATERIALS FROM THE SITE. REMOVE PROTECTION AND LEAVE

INTERIOR AREAS BROOM CLEAN.

11. PROVIDE TEMPORARY WALLS AND PROTECTION AS REQUIRED FOR ADJACENT SPACES.

12. PROVIDE FLOOR PROTECTION WHEN MOVING MATERIAL OR DEBRIS AS INSTRUCTED BY STATE PRESERVATION BOARD.

SCALE :2 LEVEL 1 ENLARGED PLAN

1/4"" = 1'-0"

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JOB NO.:

JGD

08/30/24

2024-01

JGD

CD

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

JA

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LINEG.DODSON

08/30/24

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

PLAN

NORTH

DEMO FLOOR PLAN KEYED NOTES

EXISTING DOOR OPERATOR TO BE REMOVED

EXISTING BRONZE THRESHOLDS (SHOWN HATCHED) AND PRESSURE

PLATES AND MATS TO BE REMOVED. MATS ARE TO BE MODIFIED /

RE-USED WHERE POSSIBLE, ALL ELECTRONICS ARE TO BE REPLACED.

GC TO PROVIDE LINE ITEM PRICE TO REPLACE ELECTRONICS AND

MATS. NEW THRESHOLDS THROUGHOUT.

EXISTING PIVOT ARMS TO BE RETAINED. MODIFIED AND RE-USED

WHERE APPLICABLE

EXISTING GRANITE THRESHOLD TO REMAIN INTACT. NO CUTTING OR

CHIPPING.

EXISTING TERRAZZO TO BE DEMOLISHED IN PREPARATION FOR NEW

DOOR OPERATOR HOUSINGS. CUTTING SHALL BE LIMITED TO AREA

OF WORK AS REQUIRED TO MINIMIZE DEMOLITION IN EXCESS OF

WHAT IS REQUIRED FOR THE WORK. REF A1.1

EXISTING WIRELESS CONTROLS FOR OPERATORS TO REMAIN

EXISTING HYDRAULIC CONTROLS TO BE REMOVED

EXISTING HYDRAULIC PIPING TO BE REMOVED (RETAIN EXISTING

PATHWAY FOR NEW ELECTRICAL CONDUIT). DEMOLITION AT LOWER

LEVEL SHALL BE COMPLETED WITH MINIMAL DISTURBANCE TO

EXISTING BRICK AND STONE AT HYDRAULIC PIPING AND ELECTRIC

CONDUIT. GC TO FOLLOW HISTORIC TREATMENT SPECIFICATIONS

FOR WORK IN THIS AREA.

EAST

DOORS

WEST

DOORS

1 1

1 1

5 55 5

SCALE :3 ENLARGED DEMOLITION PLAN

1"=1'-0"

APPROXIMATE

EXTENT OF

EXISTING

TRENCHES

2'-4" 2'-4"

2"

APPROXIMATE

EXTENT OF

EXISTING

TRENCHES

8 8

APPROX LOCATION

OF HYDRAULIC LINES

TO BE REMOVED

(TRENCHES TO BE

UTILIZED FOR NEW

ELECTRICAL LINES

THROUGH FLOOR)

APPROX LOCATION OF

HYDRAULIC LINES TO BE

REMOVED (TRENCHES TO BE

UTILIZED FOR NEW ELECTRICAL

LINES THROUGH FLOOR)

7"

PUSH

TO

OPEN

SCALE :1 LEVEL 0 ENLARGED PLAN

1/4"=1'-0"

A1.1

ELEVS & DETLS

SCALE :2 LEVEL 1 ENLARGED PLAN

1/4"" = 1'-0"

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REVISIONS

DATE:

CHECKED:

DRAWN:

PHASE:

JOB NO.:

JGD

08/30/24

2024-01

JGD

CD

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

JA

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LINEG.DODSON

08/30/24

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

PLAN

NORTH

NEW FLOOR PLAN KEYED NOTES

3/A 1.0

EAST

DOORS

WEST

DOORS

3/A 1.0

NEW DOOR OPERATOR, RECORD USA C127X CENTER PIVOT OR

EQUAL

NEW BRONZE THRESHOLD TO MATCH EXISTING

NEW PRESSURE PLATES, REF SPECIFICATIONS AND ELECTRICAL,

EXISTING PRESSURE MATS TO BE RE-USED WHERE POSSIBLE.

(PROVIDE LINE-ITEM PRICE FOR NEW PRESSURE PLATES AND MATS)

EXISTING PIVOT ARMS TO BE MODIFIED AS NECESSARY. EXISTING

DOORS MAY NOT BE ALTERED TO THE POINT OF VISIBILITY.

BUTT NEW OPERATORS TO EXISTING GRANITE THRESHOLDS

PROVIDE GROUT INFILL AROUND ALL SIDES OF NEW OPERATOR

HOUSINGS PER MANUFACTURER REQUIREMENTS, REF STRUCTURAL

NEW ACTUATOR FOR OPERATORS, REF SPECS (LINE ITEM PRICE TO

REPLACE, BASE BID TO RE-USE EXISTING ACTUATOR)

NEW ELECTRIC CONTROLS PANEL

NEW CONDUIT LOCATIONS

4 4

55 6

4 4

55 6

SCALE :3 WOOD ENTRY DOORS

3/8"=1'-0"

ELEVATION / SECTION @

4/A1.1

SCALE :4 WOOD ENTRY DOORS

1"=1'-0"

OPERATOR ARM AT EXISTING IRON BEAMS

BELOW

EXISTING

BRICK

VAULTS

BEYOND

NEW PIVOT ARM

NEW PIVOT ARM SHALL ALIGN

WITH DOOR IN OPEN POSITION

(APPROX 87 DEGREES MAX

OPENING). EXTERIOR VENEER

TO BE REPAIRED / REPLACED TO

MATCH EXISTING AT REMOVAL

OF EXISTING PIVOT ARM.

VENEER SHALL BE 5

16" OAK

VENEER OVER WHITE PINE

CORE. ALL TOUCH UP PAINTING

TO BE PERFORMED WITH

TNEMEC PAINT.

NEW PLANS,

3/A1.13/A1.1(SIM)

IRON BEAMS, REF LOWER

LEVEL CORRIDOR PLAN

FOR APPROX LOCATION

7"

4'-8" 3' -1

1 4"

2' -6

4"

EXISTING PIVOT ARM

SCALE :6 GLASS DOOR OPERATORS

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

ENLARGED PLAN

SCALE :5 WOOD DOOR OPERATORS

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

ENLARGED PLAN

NEW CENTER PIVOT OPERATORS

RECORD C127X OR EQUAL

BUTT THIS EDGE OF OPERATOR

HOUSING TO EXISTING GRANITE

THRESHOLD

EXISTING DOOR PIVOT POINT

NEW OPERATOR PIVOT POINT

2"

(V

ER

IF

Y)

NEW CENTER PIVOT OPERATORS

RECORD C127X OR EQUAL

NEW

OPERATOR

PIVOT POINT

ALIGNS WITH

EXISTING

PIVOT

GC TO MODIFY PIVOT ARM TO

ACCOMODATE NEW PIVOT POINT

DOORS IN

CLOSED POSITION

DOORS IN OPEN

POSITION

MODIFY MOUNTING TABS IN FIELD AS

REQUIRED FOR PROXIMITY TO

OPPOSING OPERATOR

LINE ITE PRICE FOR NEW ACTUATION BAR,

HARDWIRE TO OPERATOR, REF SPECS AND

ELEC. GC TO SCRIBE BACK SURFACE OF

ACTUATOR HOUSING TO STONE FACE AS

NEEDED FOR AESTHETICS AND TO PREVENT

WATER INFILTRATION

NEW WIREWAY TO

OPERATOR FROM

ACTUATOR, REF ELEC

GC TO COORDINATE /

RELOCATE ANCHOR STUDS

(PROVIDED WITH HOUSING) AS

REQUIRED TO FASTEN SECURELY

TO SUPPORT TROUGH AND

ADJACENT STRUCTURE

BASE STRUCTURAL

DESIGN: CONCRETE

TROUGH, REF

STRUCTURAL, REF

A1.2 FOR ALTERNATE

STRUCTURAL DESIGN

SHEET METAL

"GUTTER" FOR

VISIBLE DRAIN

PAN BOLTED

TO STONE.

PROVIDE

"PLUG" AT END

OF DRAIN PAN

FOR HOSE

CONNECTION,

PAINT TO

MATCH WALL

DRAIN OUTLET

A1.2

STRUCTURAL

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REVISIONS

DATE:

CHECKED:

DRAWN:

PHASE:

JOB NO.:

JGD

08/30/24

2024-01

JGD

CD

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

JA

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LINEG.DODSON

08/30/24

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

PLAN

NORTH

SCALE :2 SECTION AT NEW DOOR OPERATORS

3""=1'-0"

SCALE :1 SECTION AT DOORS

1"=1'-0"

NEW CENTER PIVOT DOOR

OPERATOR, RELOCATED

PIVOT POINT, GC TO

COORDINATE

MODIFICATION OF PIVOT

ARM WITH NEW PIVOT

POINT, REF STRUCTURAL

DETAIL FOR SECURING

OPERATOR, REF

ELECTRICAL FOR WIRING

HIGH POINT OF EXISTING

BRICK VAULT (BEYOND),

REF LONGITUDINAL

SECTION

COLUMN BEYOND

EXISTING WOOD DOOR

NEW CENTER PIVOT DOOR

OPERATOR, PIVOT POINT

ON GLASS DOORS TO

REMAIN AS IS

EXISTING GLASS DOOR

OUTLINE OF

EXISTING

OPERATOR

NEW

OPERATOR

HOUSING

NEW OPERATOR PIVOT ARM

CENTER POINT

EXISTING

PIVOT

CENTER

POINT

112"

7" 6"

DEPTH OF IRON BEAM

SERVICE

CORRIDOR

BELOW

8"

LINE OF

GRANITE

7"

APPROX 5-6"

EXISTING

DRESSED STONE

FACING

DETAILS &

SCALE :3 DETL @ OPERATORS

nts

OPT 1 STRUCTURAL

SCALE :4 DETL @ OPERATORS

nts

OPT 2 STRUCTURAL

BASE DESIGN -

STRUCTURAL

DETAIL OPTION 1

TO BE USED

UNLESS GC

DISCOVERS THIS

WILL NOT BE

POSSIBLE. GC

TO CONTACT

STRUCTURAL

ENGINEER AFTER

DEMOLITION TO

DETERMINE BEST

COURSE OF

ACTION PRIOR

TO

IMPLEMENTATION

ALTERNATE

STRUCTURAL

DETAIL OPTION 2

PROVIDE

ALTERNATE PRICE

IN THE EVENT THAT

DETAIL #1 IS NOT

POSSIBLE

SHEET METAL

"GUTTER" FOR

VISIBLE DRAIN

PAN BOLTED TO

STONE. REF

PLUMBING.

PAINT TO MATCH

WALL.

RUBBLE FILL

BEHIND (3"-8"

LOOSE

LIMESTONE IN

MORTAR)

STUCCO

/PLASTER

FINISHED

SURFACE

ALL SIDES OF

HOUSING TO BE

GROUTED TO

ADJACENT

SUPPORT

OPERATOR DRAIN OUTLET,

REF PLUMBING

P0.0

PLUMBING

COVER SHEET

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CHECKED:

DRAWN:

PHASE:

JOB NO.:

MCB

08/30/24

2024-01

MCB

CD

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

B2AEP, LLC

TBPE F-18874

3510 EAGLE WAY

ROUND ROCK, TX 78681

SIGNED DATE: 8/30/2024

PLUMBING DRAWING LIST

DRAWING # DESCRIPTION

P0.0 PLUMBING COVER SHEET

P0.1 PLUMBING SPECIFICATIONS

P0.2 PLUMBING SPECIFICATIONS

P1.0 PLUMBING PLAN - LEVEL 0 - DEMOLITION

P2.0 PLUMBING PLAN - LEVEL 0 - NEW

P5.0 PLUMBING DETAILS

ABBREVIATION DESCRIPTION

A AMPS

ADD AUTOMATIC AIR DAMPER

ABS ABSOLUTE

ACCU AIR COOLED CONDENSING UNIT

A/C AIR CONDITIONING

AD ACCESS DOOR OR AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AMB AMBIENT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

~ APPROXIMATELY

ARCH ARCHITECT

AS AIR SEPARATOR

AVG AVERAGE

BDD BACKDRAFT DAMPER

BHP BRAKE HORSEPOWER

BFP BACKFLOW PREVENTOR

CA COMPRESSED AIR

CAV CONSTANT AIR VOLUME

CCW COUNTER CLOCKWISE

CD CONDENSATE DRAIN

CFM CUBIC FEET PER MINUTE

CFOI CONTRACTOR FURNISHED / OWNER INSTALLED

CFS CUBIC FEET PER SECOND

CH CHILLER

CHWM CHILLED WATER MAKE-UP

CHWP CHILLED WATER PUMP

CHWPP CHILLED WATER PRIMARY PUMP

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CHWSP CHILLED WATER SECONDARY PUMP

CI CAST IRON

CLG CEILING

CLG HT CEILING HEIGHT

CW CLOCKWISE

CO CLEAN-OUT, CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

CONC CONCRETE

COP COEFFICIENT OF PERFORMANCE (HEATING)

CP CONDENSATE PUMP

CT COOLING TOWER

CU CONDENSING UNIT

CV CONSTANT VOLUME

CW COLD WATER

CWP CONDENSER WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

dB DECIBEL(S)

DB DRY BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROL

DEG DEGREE(S)

DF DRINKING FOUNTAIN

DH DUCT HEATER

DIA DIAMETER

DP DEW POINT

DPT DEW POINT TEMPERATURE

D DRAIN

DT DELTA TEMPERATURE

DYCO DOUBLE YARD CLEAN-OUT

EAT ENTERING AIR TEMPERATURE

ECON ECONOMIZER

EDB ENTERING DRY BULB

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EFF EFFICIENCY

ELEC ELECTRIC

ENT ENTERING

EQIV FT EQUIVALENT FEET

EQP EQUIPMENT

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EUH, EH ELECTRIC (UNIT) HEATER

EVAP EVAPORAT(E), (IVE)

EWB ENTERING WET BULB

EWH ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXT EXTERIOR

F FAHRENHEIT

FA FREE AREA

FC FLEXIBLE CONNECTION

FCO FLOOR CLEAN-OUT

FCU FAN COIL UNIT

FD FLOOR DRAIN, FIRE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FF FINAL FILTERS

FHC FIRE HOSE CABINET

FLR FLOOR

FPC FIRE PROTECTION CONTRACTOR

FS FLOOR SINK

FPTU FAN POWERED TERMINAL UNIT

FTLB FOOT POUND

FPM FEET PER MINUTE

FPS FEET PER SECOND

FRP FIBERGLASS REINFORCED PLASTIC

FV FACE VELOCITY

G NATURAL GAS

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GT GREASE TRAP

H HEIGHT

HB HOSE BIB

HD HEAD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HOA HAND, OFF, AUTO STATION

HP HORSEPOWER

HR HOUR

HS HAND SINK

HSTAT HUMIDISTAT

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER COIL

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWT HOT WATER TANK

HZ FREQUENCY

IAQ INDOOR AIR QUALITY

ID INSIDE DIAMETER

IN WC INCHES, WATER COLUMN

INCL INCLUDE

INSUL INSULAT(E), (ED), (ION)

INT INTERIOR

INV INVERT

I/O INPUT/OUTPUT

IPS INTERNATIONAL PIPE STANDARD

IPT IRON PIPE THREADED

IWH INSTANTANEOUS WATER HEATER

ABBREVIATION DESCRIPTION

JS JANITOR SINK

KEC KITCHEN EQUIPMENT CONTRACTOR

KW KILOWATT

KWH KILOWATT HOUR

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LDB LEAVING DRY BULB

L LENGTH

LF LINEAR FEET

LOC LIMITS OF CONSTRUCTION

LP LOW PRESSURE

LWT LEAVING WATER TEMPERATURE

MAT MIXED AIR TEMPERATURE

MAU MAKE UP AIR UNIT

MAX MAXIMUM

MBH BTH/HR X 1,000

MC MECHANICAL CONTRACTOR

MD MOTORIZED DAMPER

MECH MECHANICAL

MIN MINIMUM

MISC MISCELLANEOUS

MPT MALE PIPE THREAD

MTL METAL

MVD MANUAL VOLUME DAMPER

MZ MULTIZONE

NA NOT APPLICABLE

NC NOISE CRITERIA

N.C. NORMALLY CLOSED

NIC NOT IN CONTRACT

N.O. NORMALLY OPEN

NTS NOT TO SCALE

OA OUTSIDE AIR

OAD OUTSIDE AIR DAMPER

OAT OUTSIDE AIR TEMPERATURE

OBD OPPOSED BLADE DAMPER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFOI OWNER FURNISHED / OWNER INSTALLED

OZ OUNCE

P PUMP

PCT PERCENT

PD PRESSURE DROP/DIFFERENCE

PF PRE-FILTER

PH PHASE

PLBG PLUMBING

POC POINT OF CONNECTION

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH, ABSOLUTE

PSIG POUNDS PER SQUARE INCH, GAGE

PTAC PACKAGED TERMINAL AIR CONDITIONER

PVC POLYVINYL CHLORIDE

QT QUART

QTY QUANTITY

RA RETURN AIR

RAF RETURN AIR FAN

RAT RETURN AIR TEMPERATURE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFRIGERATOR

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RM ROOM

RPM REVOLUTIONS PER MINUTE

RPS REVOLUTIONS PER SECOND

RTU ROOF TOP UNIT

RV RELIEF VALVE

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SAN SANITARY

SAT SATURATED

SCFM STANDARD CUBIC FEET PER MINUTE

SCFS STANDARD CUBIC FEE PER SECOND

SD SMOKE DAMPER, STORM DRAIN

SEC SECOND(S)

SFD SMOKE/FIRE DAMPER

SH SHOWER

SHT SHEET

SK SINK

SP SUMP PUMP

SPEC SPECIFICATIONS

SS SERVICE SINK, SANITARY SEWER, STORM

SEWER, STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

T TEMPERATURE

T&P TEMPERATURE AND PRESSURE VALVE

T/S TUB/SHOWER COMBINATION

TAB TEST ADJUST & BALANCE

TD TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TDV TRIPLE DUTY VALVE

TEMP TEMPERATURE

TONS TONS OF REFRIGERATION

TSTAT THERMOSTAT

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT, UNDER COUNTER

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UR URINAL

UV UNIT VENTILATOR

V VENT, VOLTS

VA VOLT AMPERE

VAC VACUUM

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

VRV VARIABLE REFRIGERANT VOLUME

VEL VELOCITY

VERT VERTICAL

VOL VOLUME

VTR VENT THROUGH THE ROOF

VVT VARIABLE VOLUME TERMINAL

W WASTE, WIDTH

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WCO WALL CLEAN-OUT

WH WALL HYDRANT

WHA WATER HAMMER ARRESTOR

WM WATER METER

WT WEIGHT

WTR WATER

YCO YARD CLEAN-OUT

YD YARD

YR YEAR

ZN ZONE

ABBREVIATIONS PLUMBING GENERAL NOTES

A. REFER TO THE PLUMBING PLANS FOR DEMOLITION, NEW WORK, AND ADDITIONAL

INFORMATION.

B. REFER TO THE PLUMBING SPECIFICATIONS, SCHEDULES, RISERS, AND DETAIL

DRAWINGS FOR ADDITIONAL INFORMATION.

C. CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATIONS OF ALL EQUIPMENT,

DUCTWORK, & PIPING PRIOR TO SUBMITTING A BID. COORDINATE COMPLETELY

WITH ALL OTHER TRADES. RELOCATE TERMINAL UNITS AND PROVIDE

ADDITIONAL DUCTWORK, OFFSETS, FITTINGS, ETC. AS REQUIRED.

D. THE CONTRACTOR SHALL VERIFY THAT ALL EXISTING AND NEW PLUMBING

EQUIPMENT ARE MOUNTED SO THAT ALL REQUIRED CODE AND

MANUFACTURER'S SERVICES CLEARANCES ARE MAINTAINED AT THE BOTTOM

AND SIDES OF EACH UNIT FOR PROPER SERVICING AND MAINTENANCE.

COORDINATE COMPLETELY WITH ALL NEW WALLS TO STRUCTURE, AND

RELOCATE AS REQUIRED TO MAINTAIN PROPER CLEARANCES.

E. REFER TO THE ARCHITECTURAL PLANS AND DETAILS FOR EXACT LOCATIONS

AND MOUNTING HEIGHTS OF ALL PLUMBING FIXTURES, FLOOR DRAINS, FLOOR

SINKS, ETC.

F. ALL SANITARY PIPING SHALL BE SLOPED AS PER CODE BASED UPON PIPE SIZE.

G. THE PLUMBING CONTRACTOR SHALL COORDINATE EXACT ROUTING OF ALL

PIPING WITH THE WORK OF ALL OTHER TRADES. PROVIDE OFFSETS IN PIPING

WHERE REQUIRED BY COORDINATION OF TRADES.

H. THE PLUMBING CONTRACTOR SHALL CLEAN, FLUSH, AND DISINFECT ALL COLD

WATER AND HOT WATER PIPING AND ALL FIXTURES PRIOR TO COMPLETION OF

WORK.

I. INSTALL ALL FLOOR DRAINS AND FLOOR SINKS SUCH THAT GRATING IS FLUSH

WITH ADJACENT FLOORING SURFACE. FLOOR SHALL SLOPE TO DRAINS NOT

FLOOR SINKS. COORDINATE ALL REQUIREMENTS WITH ARCHITECT AND GENERAL

CONTRACTOR PRIOR TO INSTALLATION.

J. VENTS THROUGH ROOF TO BE LOCATED A MINIMUM OF 10'-0" HORIZONTALLY

AWAY FROM OUTSIDE AIR INTAKES.

K. FLOOR DRAINS NOT RECEIVING REGULAR-USE DRAINAGE ARE TO BE TRAP

PRIMERED.

L. PROVIDE BACKFLOW PREVENTION AS REQUIRED BY THE LOCAL CROSS

CONNECTION CONTROL DEPARTMENT STANDARDS WHERE NOT PROVIDED OR

INADEQUATELY PROVIDED, BY EQUIPMENT MANUFACTURER.

M. INSTALL PIPING AS HIGH AS POSSIBLE UNLESS NOTED OTHERWISE.

N. VERIFY DIMENSIONS FROM ARCHITECTURAL DRAWINGS AND FROM ACTUAL

MEASUREMENTS AT JOBSITE.

O. PROVIDE SADDLES AND SHIELDS FOR SUPPORT OF INSULATED PIPING TO

PREVENT CRUSHING.

P. PIPING PENETRATIONS THROUGH PERIMETER BEAMS, FOUNDATION ON GRADE,

AND STRUCTURAL FLOORS SHALL BE SLEEVED. COORDINATE SLEEVE

LOCATIONS AND SIZES WITH STRUCTURAL PRIOR TO POUR.

Q. PROVIDE DIELECTRIC UNIONS AT DISSIMILAR MATERIALS.

R. PROVIDE ESCUTCHEONS AT ALL FINISHED WALL AND CEILING PIPING

PENETRATIONS.

S. ALL PIPING SHALL BE IDENTIFIED AS TO TYPE OF USE, SERVICE, AND DIRECTION

OF FLOW. LOCATE MARKERS AT EACH VALVE, AT ENTRIES TO WALLS, AND ON

20-FOOT CENTERS ON STRAIGHT RUNS OF PIPE. PROVIDE A FLOW ARROW AT

EACH IDENTIFICATION MARKER. PIPE MARKERS SHALL BE SETON "SETMARK" OR

EQUAL.

T. COORDINATE WORK COMPLETELY WITH ALL OTHER TRADES.

U. INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE NON-METALLIC COATED

HANGERS WHERE IN DIRECT CONTACT WITH COPPER PIPING.

V. PROVIDE ENGINEERED WATER HAMMER ARRESTERS SIZED AND PLACED IN

ACCORDANCE WITH STANDARD PDI-WH 201. AIR CHAMBERS SHALL NOT BE

ALLOWED.

W. PROVIDE FLEXIBLE EXPANSION FITTINGS SUITABLE FOR SANITARY (DWV) AND

RAINWATER PIPING WHERE PIPING ENTERS EXPANSIVE SOILS TO ALLOW FOR

4-IN OF DIFFERENTIAL MOVEMENT.

X. MAKE ALL NECESSARY EXCAVATIONS, CUTTING OF PAVING, CONCRETE, ETC.,

REMOVAL OF UNUSABLE SPOIL MATERIAL, DO ALL BACKFILLING WITH STABILIZED

FILL, AND DO TEMPORARY PATCH PAVING REPAIRS NECESSARY FOR PROPER

EXECUTION OF THE WORK. BACKFILL SHALL BE MECHANICALLY COMPACTED TO

A DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE

CONTENT AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST.

Y. SADDLE CLAMPS SHALL NOT BE PERMITTED AT 1/4" CW PIPING STUB-OUTS FOR

ICE MAKERS AND COFFEE MAKERS.

Z. PROVIDE MINIMUM 1" AIR GAP OR 2 TIMES THE PIPE DIAMETER, WHICHEVER IS

GREATER, AT DRAIN DISCHARGE FOR ALL INDIRECT WASTE DISCHARGE PIPING.

AA. PROVIDE A MINIMUM 1" AIR GAP OR 2 TIMES THE PIPE DIAMETER, WHICHEVER IS

GREATER, ABOVE THE FLOOD RIM OF A JANITOR SINK FOR ALL INDIRECT WASTE

DISCHARGE PIPING.

AB. DISCHARGE PIPING FROM A DISHWASHER SHALL BE LOOPED UP AND SECURELY

FASTENED TO THE UNDERSIDE OF THE COUNTER OR AN APPROVED

DISHWASHER AIR-GAP FITTING IS REQUIRED.

AC. COMPRESSION TANKS SUPPLIED AT EACH WATER HEATER SHALL BE SECURED

TO A WALL WITH (2) 1" X 14 GA. GALVANIZED STRAPS. PROVIDE LAG BOLTS AND

BLOCKING AS REQUIRED.

AD. AN ATMOSPHERIC VACUUM BREAKER OR OTHER APPROVED BACKFLOW

PREVENTION DEVICE MUST BE INSTALLED ON ALL THREADED HOSE BIBB, WALL

HYDRANT OR THREADED FAUCET CONNECTIONS LOCATED INSIDE OR OUTSIDE

THE BUILDING.

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

PLUMBING SYMBOLS

days 2 working

CALL 811

COLD WATER SUPPLY

NON-POTABLE WATER

HOT WATER SUPPLY

140°F HOT WATER SUPPLY

HOT WATER RETURN

TRAP PRIMER

COMPRESSED AIR

NATURAL GAS

FIRE MAIN, STANDPIPE

SPRINKLER, DRY OR WET

PLUMBING VENT

PUMP DISCHARGE

SANITARY, ABOVE GRADE

SANITARY, BELOW GRADE

STORM, ABOVE GRADE

STORM, BELOW GRADE

OVERFLOW, ABOVE GRADE

OVERFLOW, BELOW GRADEOD

OD

RD

RD

SS

PD

S

F

G

A

NPW

FLOOR DRAIN

FLOOR SINK

ROOF DRAIN

CLEAN-OUT: WALL, FLOOR, YARD,

DOUBLE

HOSE BIBB, WALL HYDRANT

PIPING AND EQUIPMENT SHOWN

LIGHT AND SOLID ARE FURNISHED

BY OTHERS

EXISTING PIPING AND EQUIPMENT

SHOWN LIGHT LINES

NEW TO EXISTING CONNECTION

LOCATION

DEMOLISH TO THIS POINT

FIRE HOSE VALVE

ALARM VALVE

DRY-PIPE VALVE

POST-INDICATOR VALVE

DETECTOR CHECK VALVE

STANDPIPE BASE VALVE

FIRE DEPARTMENT CONNECTION

RELIEF VALVE

GATE VALVE

OS&Y VALVE

CIRCUIT SETTER

GLOBE VALVE

CIRCUIT SOLVER

BALL VALVE

CHECK VALVE

BUTTERFLY VALVE

PLUG VALVE

PRESSURE REGULATING VALVE

SOLENOID VALVE

STRAINER

SLEEVE

UNION

SHOCK ARRESTER AND SIZE ('X')

WATER CONNECTION, WALL BOX

DWH-1 EQUIPMENT TAG, FIXTURE TAG

EQUIPMENT

P0.1

SPECIFICATIONS

TE

XA

S

ST

AT

E

C

AP

IT

O

L

AC

C

ES

SI

BL

E

EN

TR

AN

C E

D O

O R

O

PE

R

AT

O R

S

C

O N

G R

ES

S

AV

E

AU

ST

IN

T

X

BYNO. DATE DESCRIPTION

REVISIONS

DATE:

CHECKED:

DRAWN:

PHASE:

JOB NO.:

MCB

08/30/24

2024-01

MCB

CD

These designs / drawings are the sole property of the Architect, Jacqui Dodson AIA Architecture & Interior Design, Inc. These documents may not be reproduced in any form, by any method, for any purpose without previous written consent from the Architect.

2105 ARPDALE STREET

A U S T I N, T X 7 8 7 0 4 5 1 2 . 6 9 9 . 9 7 0 8

B2AEP, LLC

TBPE F-18874

3510 EAGLE WAY

ROUND ROCK, TX 78681

SIGNED DATE: 8/30/2024

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. PLUMBING EQUIPMENT, PIPING, FIXTURES, ACCESSORIES, ASSOCIATED TRIM, INSULATION, HANGERS, AND SUPPORTS.

1.2 RELATED SECTIONS

A. SCOPE OF WORK

1. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, SUPPLIES, MATERIALS, TOOLS,

LABOR, ETC...FOR A COMPLETE INSTALLATION.

2. THE CONTRACTOR SHALL COORDINATE ALL OF THE CONSTRUCTION WORK WITH ALL

OTHER TRADES ON THIS PROJECT.

3. THE CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SYSTEM AS SHOWN ON THE

DRAWINGS AND SPECIFIED BY NOTES AND/OR THE SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND

SPECIFICATIONS FOR SCOPE OF WORK THAT SHALL BE COMPLETED FOR THIS PROJECT.

5. THE CONTRACTOR SHALL REVIEW SITE CONDITIONS ALONG WITH THE CONTRACT

DOCUMENTS TO ASCERTAIN THE COMPLETE SCOPE OF WORK FOR THE PROJECT.

6. THE CONTRACTOR SHALL FIELD VERIFY ALL SITE MEASUREMENTS WITH REGARDS TO

THE SCOPE OF WORK TO ACCOUNT FOR ALL REQUIRED DIMENSIONAL ADJUSTMENTS. NO

ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR ANY DISCREPANCIES BETWEEN

DIMENSIONS INDICATED ON THE CONTRACT DOCUMENTS AND ACTUAL FIELD

MEASUREMENTS.

1.3 REFERENCES

A. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

B. AMERICAN SOCIETY OF PLUMBING ENGINEERS (ASPE)

C. AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE)

D. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

E. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

F. UNDERWRITERS LABORATORY (UL)

1. LISTED PRODUCTS

1.4 SUBMITTALS

A. THE CONTRACTOR SHALL SUBMIT AN ELECTRONIC COPY OF THE SHOP DRAWINGS,

EQUIPMENT PERFORMANCE SUBMITTALS, AND PRODUCT DATA FOR THE FOLLOWING ITEMS:

1. EQUIPMENT

2. PIPING

3. INSULATION

4. FIXTURES

5. TRIM/ACCESSORIES

6. ALL OTHER INSTALLED PLUMBING ITEMS

B. SHOP DRAWINGS

1. INCLUDE SYSTEM COMPONENTS

2. APPLICABLE DIMENSIONAL DATA

3. DIMENSIONS TO ADJACENT CONSTRUCTION AND/OR OBSTRUCTIONS

4. ALL REQUIRED CLEARANCES AND ACCESS DIMENSIONS FOR SERVICING

C. EQUIPMENT WEIGHTS

1. THE CONTRACTOR SHALL INCLUDE EQUIPMENT WEIGHTS ON ALL SUBMITTALS TO VERIFY

WHICH PIECES OF EQUIPMENT WEIGH 300 POUNDS OR MORE.

D. HAZARDOUS MATERIALS, PRODUCTS, PROCESSES, AND VOC'S

1. IN THE EVENT THAT MATERIALS, PRODUCTS, AND/OR PROCESSES BEING PROPOSED FOR

THIS PROJECT CONTAIN, OR MAY EMIT, ANY VOLATILE ORGANIC COMPOUNDS (VOC),

FORMALDEHYDE FORMULATIONS, OR HAZARDOUS OUT-GASSING, AS DETERMINED BY

THE MANUFACTURER, A MATERIALS SAFETY DATA SHEET SHALL BE SUBMITTED AS PART

OF THE SHOP DRAWING PROCESS FOR REVIEW BY THE ARCHITECT, ENGINEER, AND

OWNER.

E. SUBSTITUTIONS OF EQUIPMENT OR MATERIALS

1. THE CONTRACTOR SHALL NOT SUBSTITUTE EQUIPMENT OR MATERIAL WITHOUT PRIOR

WRITTEN AUTHORIZATION FROM THE ENGINEER OF RECORD AND OWNER.

2. THE DETERMINATION OF WHAT SHALL BE CONSIDERED EQUAL IS AT THE SOLE

DISCRETION OF THE ENGINEER OF RECORD AND OWNER.

3. THE CONTRACTOR SHALL INCLUDE SUFFICIENT DESCRIPTIVE INFORMATION, INCLUDING

BUT NOT LIMITED TO THE MANUFACTURER'S PUBLISHED DATA TO ESTABLISH CONTRACT

COMPLIANCE.

4. THE CONTRACTOR SHALL SUBMIT SAMPLES IF REQUESTED BY THE ARCHITECT OR

ENGINEER OF RECORD.

5. ALL SUBSTITUTIONS SHALL BE SUBMITTED AT LEAST SEVEN (7) DAYS PRIOR TO BID

SUBMISSION FOR REVIEW.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND ALL

ASSOCIATED COSTS FOR ALL DIMENSIONAL DIFFERENCES, WEIGHTS, CLEARANCES,

MATERIAL & LABOR FOR…