ESBD_404242_1742927681774_Exhibit M-Construction_Documents.pdf

Goliad

San Antonio RiverSan Antonio Rive r

Presidio La Bahia State Historic Site

BATHROOM REMODEL AT

PRESIDIO LA BAHIA

STATE HISTORI SITE

S OLIAD T

PROJECT #: HSD-2024-040

Texas Historical Commission P.O. Box 12276

Austin, TX 78711-2276 Phone - 512.463.3297

APPLICABLE CODES

A-0.0 - GENERAL NOTES

A-0.1 - TEXAS ACCESSIBILITY STANDARDS

A-0.2 - SYMBOLS AND ABBREVIATIONS

A-0.3 - OUTLINE SPECS

A-0.4 - OUTLINE SPECS

A-0.5 - OUTLINE SPECS

A-0.6 - EXISTING PHOTOS

A-1.0 - SITE PLAN

A-1.1 - DEMO PLAN - ABOVE SLAB

A-1.2 - DEMO PLAN - AT SLAB

A-1.3 - DEMO REFLECTED CEILING PLAN

A-2.0 - NEW CONSTRUCTION PLAN - ACCESSORIES

A-2.1 - FINISH PLAN

A-2.2 - DIMENSIONED FLOOR PLAN

A-2.3 - DIMENSIONED FLOOR PLAN

A-3.0 - REFLECTED CEILING PLAN

A-3.1 - REFLECTED CEILING PLAN - BID ALTERANTE #1

A-4.0 - ELECTRICAL PLAN

A-4.1 - ELECTRICAL PLAN - BID ALTERNATE #1

A-5.0 - INTERIOR ELEVATIONS

A-5.1 - INTERIOR ELEVATIONS

A-6.0 - CONSTRUCTION DETAILS

A-6.1 - CONSTRUCTION DETAILS

A-6.2 - CONSTRUCTION DETAILS

A-6.3 - CONSTRUCTION DETAILS - BID ALTERNATE #1

A-6.4 - CONSTRUCTION DETAILS - BID ALTERNATE #1

A-6.5 - MILLWORK DETAILS

A-7.0 - TOILET ACCESSORIES,ELECTRICAL FIXTURES,FINISHES SCHEDULES

A-8.0 - DOOR SCHEDULE

SCOPE OF WORK SUMMARY

BASE BID:

1. DEMO INTERIOR OF TWO EXISTING PUBLIC BATHROOMS

2. CONSTRUCT NEW METAL STUD PARTITIONS, AND INSTALL NEW FINISHES AND

FIXTURES INSIDE TWO NEW PUBLIC BATHROOMS (VIGA BEAMS WITH HERRING

BONE PATTERN LATILLAS WOOD CEILING, SPOT-TYPE LIGHTING FIXTURES AT

CEILING, TERRACOTTA WALL TILE )

3. REMOVE EXISTING ELECTRICAL PANEL INSIDE JANITOR"S CLOSET, INSTALL NEW

ELECTRICAL PANEL AND BREAKERS

BID ALTERNATE #1:

1. TONGUE AND GROOVE WOOD CEILING, LINEAR LIGHTING FIXTURES AT CEILING WITH

SPOP-TYPE LIGHTS AT VANITY, CERAMIC WALL TILE) (RE: A-3.1, A-4.1, A-5.0, A-5.1)

VICINITY MAP:

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INDEX OF DRAWINGS

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL ELECTRICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2021 INTERNATIONAL EXISTING BUILDING CODE

2012 TEXAS ACCESSIBILITY STANDARDS

OCCUPANCY CLASSIFICATION: B

CONSTRUCTION TYPE: V-B

TOTAL GROSS FLOOR AREA: 184.6 SF

OCCUPANT LOAD FACTOR: 150

TOTAL OCCUPANTS: 2

WIDTH OF EXITS: 0.2" PER OCCUPANT = 1.4" EXIT WIDTH REQUIRED / 36" PROVIDED

NUMBER OF EXITS: 1 EXIT REQUIRED / 1 PROVIDED

MAX TRAVEL DISTANCE TO EXIT: 24' 8 5/8"

DESIGN TEAM

ARCHITECT:

Texas Historical Commision Historic Sites Division

(512) 463-7948 H. Glenn Reed, Chief Architect Pablo Serna, AIA, Deputy Chief Achitect Ksenia Nation, Architect

SITE MANAGEMENT:

Presidio La Bahia State Historic Site

(361) 645-3752 Scott McMahon, Site Manager Mitchell Critel, Assistant Site Manager

03/03/2025

EXHIBIT HALL

NOT IN SCOPE

RR1

RR2

LOBBY

COMMON PATH

OF TRAVEL

JC

P1

P2 P1 8' - 0 34 " P2 16' - 7 78 "

TOTAL: 24' - 8 58 "

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ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-0.0

General Notes and Life Safety

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

THE TEXAS HISTORICAL COMMISSION (THC)

ISSUES THESE DRAWINGS TO SOLICIT BIDS

FROM QUALIFIED INDIVIDUALS OR FIRMS

FOR PLUMBING REPAIR AND BATHROOM

RENOVATIONS AT THE PRESIDIO LA BAHIA

STATE HISTORIC SITE.

THE FOLLOWING GENERAL NOTES APPLY IN

ALL CASES TO THE CONDITIONS

ENCOUNTERED AND PROVIDE A GENERAL

REFERENCE FOR THE CONTRACTOR AS TO

THE SCOPE, INTENT OF THE WORK AND THE

REQUIRED STANDARDS.

1 ALL WORK MUST COMPLY WITH ALL

APPLICABLE ORDINANCES AND CODES.

2 A REPRESENTATIVE OF THE PRESIDIO LA

BAHIA STATE HISTORIC SITE WILL BE

DESIGNATED FOR INSPECTION OF WORK.

5 STATE BUSINESS HOURS WILL BE

OBSERVED BY CONTRACTOR UNLESS

ALTERNATIVE ARRANGEMENTS ARE MADE

WITH SITE STAFF.

6 NO EQUIPMENT WILL BE ALLOWED OFF

PAVEMENT IN THE PRESIDIO LA BAHIA

STATE HISTORIC SITE AREA WHEN

MOISTURE WILL CREATE TRACKING.

WEATHER DAYS WILL BE GRANTED IF

WARRANTED.

7 PROVIDE ALL MATERIALS AND LABOR TO

COMPLETE THIS JOB AS DESCRIBED IN THE

CONTRACT DOCUMENTS, UNLESS

OTHERWISE NOTED.

8 PROTECT ALL ADJACENT SURFACES AND

OBJECTS FROM DAMAGE. PROTECT ALL

EXISTING TREES & VEGETATION IN WORK

AREA.

9 COORDINATE VEHICULAR ROUTE FOR ALL

WORK AND DELIVERIES WITH SITE

MANAGER, TO LIMIT IMPACT OF PROJECT

ON OVERALL SITE. STAGE AND STORE

MATERIALS AND PARK VEHICLES AS

DIRECTED BY SITE MANAGER.

10 PROTECT INTERIOR OF EXISTING

STRUCTURE AGAINST THE ELEMENTS

DURING THE COURSE OF THIS WORK. THE

CONTRACTOR SHALL BEAR ALL COSTS OF

REPAIR FOR DAMAGE AS A RESULT OF

FAILURE TO COMPLY WITH THIS

REQUIREMENT. NOTE THAT THIS BUILDING

CONTAINS IRREPLACEABLE HISTORIC

ARTIFACTS.

12 PROVIDE RESTROOM FACILITIES FOR

CONSTRUCTION WORKERS. DO NOT USE THE

SITE FACILITIES.

13 ALL WORKMANSHIP SHALL MEET INDUSTRY

STANDARDS AND SHALL BE PERFORMED BY

CRAFTSMEN SKILLED IN THEIR PARTICULAR

TRADE. PROVIDE ADEQUATE NUMBERS OF

CRAFTSMEN AND COMPETENT FULL-TIME

SUPERVISION. ANY WORK THAT IS DETERMINED

BY THE OWNER TO BE DEFICIENT IN

WORKMANSHIP OR QUALITY OF MATERIALS

SHALL BE REJECTED AND CORRECTIVE

MEASURES UNDERTAKEN BY THE CONTRACTOR

SHALL BE AT NO ADDITIONAL COST TO THE

OWNER.

14 THE CONTRACTOR IS SOLELY RESPONSIBLE

FOR JOB SAFETY. COMPLY WITH ALL REQUIRED

SAFETY STANDARDS AND REGULATIONS THAT

APPLY AND BE MINDFUL OF THE SAFETY OF

WORKERS AND THE GENERAL PUBLIC. WHERE

NEEDED OR REQUIRED, ERECT BARRICADES,

SCAFFOLDING AND SIGNS FOR THE SAFE

EXECUTION OF THE WORK. MAINTAIN A CLEAN,

SAFE AND SECURE JOB SITE.

15 DO NOT SCALE THE DRAWINGS. VERIFY ALL

DIMENSIONS AND CONDITIONS BY TAKING FIELD

MEASUREMENTS AND BY OBSERVING EXISTING

CONDITIONS. THE DIMENSIONS SHOWN ON THE

DRAWINGS ARE INTENDED TO GIVE GENERAL

SIZES, SHAPES, RELATIONSHIPS AND TO SHOW

THE EXTENT OF THE WORK. INFORM THE OWNER

PRIOR TO PROCEEDING WITH ANY PORTION OF

THE WORK SHOULD DISCREPANCIES BE

ENCOUNTERED.

17 CONSTRUCT ALL WORK PLUMB, SQUARE,

LEVEL AND TRUE TO LINE.

19 REPAIR ALL AREAS OF SITE DAMAGED BY

CONSTRUCTION ACTIVITIES TO DOCUMENTED

PRE-CONSTRUCTION CONDITION.

20 ELECTRICAL AND WATER SERVICES TO BE

PROVIDED BY SITE.

21 CONTRACTOR TO COORDINATE

CONSTRUCTION PROJECT CONTRACTOR'S SITE

NEEDS WITH PRESIDIO LA BAHIA HISTORIC SITE

MANAGER

22 LEAVE SITE CLEAN AND FREE OF DEBRIS.

DISPOSE OF ALL CONSTRUCTION DEBRIS

LEGALLY OFF SITE.

3 BIDDER MUST VISIT SITE, MEET WITH SITE

MANAGER, AND BECOME THOROUGHLY

FAMILIAR WITH THE EXISTING CONDITIONS

AND REQUIREMENTS BEFORE SUBMITTING

A BID.

4 ALL WORK MUST COMPLY WITH THE

SECRETARY OF THE INTERIOR STANDARDS

FOR THE TREATMENT OF HISTORIC

PROPERTIES.

11 SUBMIT COMPLETE PRODUCT

INFORMATION AND SHOP DRAWINGS FOR

ALL NEW BUILDING COMPONENTS,

PRODUCTS, AND MATERIALS TO ARCHITECT

FOR APPROVAL PRIOR TO COMMENCING

WORK.

18 PRESIDIO LA BAHIA STATE HISTORIC SITE IS

DESIGNATED AS A STATE ANTIQUITIES

LANDMARK AND NATIONAL HISTORIC LANDMARK.

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16 ALL DIMENSIONS ARE SHOWN TO FRAMING

UNLESS NOTED OTHERWISE.

LIFE SAFETY PLAN

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

604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimum and 19 inches (485

mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position.

308.2.2 Obstructed High Reach. Where a high forward reach is

over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum.

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ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-0.1

Texas Accessibility Standards

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

TEXAS ACCESSIBILITY STANDARDS

604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition.

604.3.1 Size. Clearance around a water closet shall be 60

inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall.

604.5 Grab Bars

604.5.1 Side Wall. The side wall grab bar shall be 42 inches

(1065 mm) long minimum, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370

mm) minimum from the rear wall.

604.5.2 Rear Wall. The rear wall grab bar shall be 36 inches

(915 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side.

604.7 Dispensers. Toilet paper dispensers shall comply

with 309.4 and shall be 7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above the finish floor and shall not be located behind grab bars.

Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow.

609.2.1 Circular Cross Section. Grab bars with circular cross sections shall have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum.

603.3 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground.

609.3 Spacing. The space between the wall and the grab

bar shall be 1 1/2 inches (38 mm). The space between the grab bar and projecting objects below and at the ends shall be 1 1/2 inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (305 mm) minimum.

609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the gripping surface.

304.3.1 Circular Space. The turning space shall be a

space of 60 inches (1525 mm) diameter minimum.

308.2.1 Unobstructed. Where a forward reach is

unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

308.3.1 Unobstructed. Where a clear floor or ground

space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

609.5 Surface Hazards. Grab bars and any wall or other

surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges.

609.6 Fittings. Grab bars shall not rotate within their

fittings.

609.7 Installation. Grab bars shall be installed in any

manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space.

609.8 Structural Strength. Allowable stresses shall not

be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, or supporting structure.

606.4 Faucets. Controls for faucets shall comply with 309.

Hand-operated metering faucets shall remain open for 10 seconds minimum.

309.2 Clear Floor Space. A clear floor or ground space

complying with 305 shall be provided.

309.3 Height. Operable parts shall be placed within one or

more of the reach ranges specified in 308.

309.4 Operation. Operable parts shall be operable with one

hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum.

305.3 Size. The clear floor or ground space shall be 30

inches (760 mm) minimum by 48 inches (1220 mm) minimum.

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306.3.1 General. Space under an element between 9 inches

(230 mm) and 27 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3.

306.3.2 Maximum Depth. Knee clearance shall extend 25 inches

(635 mm) maximum under an element at 9 inches (230 mm) above the finish floor or ground.

306.3.3 Minimum Required Depth. Where knee clearance is

required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish floor or ground.

306.3.4 Clearance Reduction. Between 9 inches (230 mm) and

27 inches (685 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25

mm) in depth for each 6 inches (150 mm) in height.

306.3.5 Width. Knee clearance shall be 30 inches (760 mm)

wide minimum.

308.3.1 Unobstructed. Where a clear floor or ground

space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground.

404.2.3 Clear Width. Door openings shall provide a clear

width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610

mm) deep shall provide a clear opening of 36 inches (915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm).

GFCI

SWITCH

3-WAY SWITCH WITH MOTION SENSOR

SPOT LIGHT

WALL SCONCE

LINEAR LIGHT FIXTURE

DUPLEX RECEPTACLE

GROUND FAULT CIRCUIT INTERRUPTOR DUPLEX

RECEPTACLE

EXIT SIGN

BATHROOM EXHAUST FAN

A-Y.0 X

A-Y.0 X

SIM

ELEVATION REFERENCE

DETAIL LOCATION ON SHEET

SHEET NUMBER

SIMILAR ELEVATION REFERENCE

DETAIL LOCATION ON SHEET

SHEET NUMBER

A-Y.0 X

ENLARGED DETAIL

EXISTING DOOR TO DEMO

NEW DOOR

OS

LIGHT SWITCH WITH OCCUPANCY SENSOR

V

VENT SWITCH

KEYNOTE

FINISH TAG

DOOR TAG

WALL TAG

OSTL1 TERRACOTTA TILE (ELEVATION)

TL2 WALL TILE

PL1 PLASTER

EX1 EXISTING STONE

W1 WOOD

W2 WOOD

W3 WOOD

TL1 TERRACOTTA TILE (PLAN)

EXISTING STONE WALL TO REMAIN

EXISTING WALL TO DEMO

NEW TYPE "A6" 5 58" METAL STUD

PARTITION

WITH ACOUSTICAL INSULATION

ABV. ABOVE

ACC. ACCESS

ACC. PNL. ACCESS PANEL

ACOUS ACOUSTICAL

ARCH. ARCHITECT/ARCHITECTURAL

AUTO. AUTOMATIC

AVE AVENUE

AVG AVERAGE

A/C AIR CONDITIONING

A/V AUDIO VISUAL

BD. BOARD

BITUM. BITUMINOUS

BLDG. BUILDING

BLKG. BLOCKING

BRKT. BRACKET

CAB. CABINET

CB CATCH BASIN

CEM. CEMENT

CER. CERAMIC

CFMF COLD FORMED METAL FRAMING

CIP CAST IN PLACE

CIR. CIRCLE

CJ CONTROL JOINT

CLG. CEILING

CLG. HT. CEILING HEIGHT

CLR. CLEAR(ANCE)

CL. CLOSET

CMU CONCRETE MASONRY UNIT

CNTR. COUNTER

CONC. CONCRETE

CONT. CONTINUOUS

CORR. CORRIDOR

CTR. CENTER

C.T. CERAMIC TILE

CU.FT. CUBIC FOOT

CU.YD. CUBIC YARD

DBL. DOUBLE

DF DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DR. DOOR

DTL. DETAIL

DWG. DRAWING

EA. EACH

EJ EXPANSION JOINT

ELAS. ELASTIC/ELASTOMERIC

EL. ELEVATION

ELEC. ELECTRICAL

EMER. EMERGENCY

EQUIP. EQUIPMENT

EQ. EQUAL

EXH EXHAUST

EXIST. EXISTING

EXPAN. EXPANSION

EXP. EXPOSED

EXT. EXTERIOR

FA FIRE ALARM

F.C. FIRE CODE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FH FIRE HYDRANT

FIN. FINISH/FINISHED

FIXT. FIXTURE

HB HOSE BIBB

FLRG. FLOORING

FLR. FLOOR

FLSHG. FLASHING

FRPF. FIREPROOF

FT. FOOT/FEET

FURR. FURRED/FURRING

F.V. FIELD VERIFY

GALV. GALVANIZED

GAL. GALLON

GA GAUGE

GC GENERAL CONTRACTOR

GMP GUARANTEED MAXIMUM PRICE

GR. GRADE/GRADING

GYP. GYPSUM

H.C. HOLLOW CORE

HDCP. HANDICAPPED

HDWR. HARDWARE

HD. HEAD

H.M. HOLLOW METAL

HT. HEIGHT

HVAC HEATING/VENTILATING/AIR CONDITIONING

HYD. HYDRANT

I.D. INSIDE DIAMETER

INCL. INCLUDED

INFO. INFORMATION

INSUL. INSULATION

IN INCH(ES)

JAN JANITOR

JT. JOINT

LAM. LAMINATED

LAV. LAVATORY

LH LEFT-HAND

LV. LEVEL

LIN. LINEAR

LT. LIGHT

LVR. LOUVER

LWT LIGHT-WEIGHT

MACH. MACHINE

MAINT. MAINTENANCE

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MEP MECHANICAL/ELECTRICAL/PLUMBING

MFR. MANUFACTURER

MH MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

M.L. METAL LATH

MTD. MOUNTED

MTL. METAL

MULL. MULLION

NAT. NATURAL

N.I.C. NOT IN CONTRACT

NO. or # NUMBER

N.T.S. NOT TO SCALE

OA OVERALL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OFCI OWNER FURNISHED/CONTRACTOR INSTALLED

OFOI OWNER FURNISHED/OWNER INSTALLED

OH OVERHEAD

O/A OUTSIDE AIR

OPNG. OPENING

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PCT PORCELAIN CERAMIC TILE

PED. PEDESTALL

PLAST. PLASTER

PLAS. PLASTIC

PLBG. PLUMBING

PLYWD. PLYWOOD

POL. POLISHED

PTD. PAINTED

PVC POLYVINYL CHLORIDE

PVG. PAVING

PVMT. PAVEMENT

P.L. PROPERTY LINE

P.LAM PLASTIC LAMINATE

P/C PRECAST

R.O.W. RIGHT OF WAY

QT QUARRY TILE

RCP REFLECTED CEILING PLAN

RECEP. RECEPTICLE

REC. RECESSED

REG. REGULATION

REINF. REINFORCED

REG. REGULATION

REQ'D REQUIRED

RE REFER TO

RFG. ROOFING

RH RIGHT-HAND

R RISER

RM ROOM

R.O. ROUGH OPENING

RAD. RADIUS

R/AG RETURN AIR GRILLE

R/A RETURN AIR

SCHED. SCHEDULE

S.C. SOLID CORE

SECT. SECTION

SF SQUARE FOOT/FEET

SHLV. SHELVES/SHELVING

SHTHG. SHEATHING

SIM. SIMILAR

SPEC. SPECIFICATION

SPKR. SPEAKER

SQ. SQUARE

S.S. STAINLESS STEEL

STOR. STORAGE

STRUCT. STRUCTURE/STRUCTURAL

SW SWITCH

STD. STANDARD

STL. STEEL

SYM. SYMMETRICAL

SYS. SYSTEM

S/AD SUPPLY AIR DIFFUSER

S/A SUPPLY AIR

TEMP. TEMPERED/TEMPORARY/TEMPERATURE

THK. THICK(NESS)

THRES. THRESHOLD

T.O.C. TOP OF CURB/CONCRETE

TOL. TOLERANCE

T.O.S. TOP OF STEEL

T.O.S.S. TOP OF STRUCTURAL STEEL

T.O.W. TOP OF WALL

T.P.D. TOILET PAPER DISPENSER

T TREAD

T&G TONGUE & GROOVE

T.S. TUBE STEEL

TYP. TYPICAL

UL UNDERWRITERS LABORATORY

U.N.O. UNLESS NOTED OTHERWISE

UR. URINAL

VAC. VACUUM

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

WC WATER CLOSET

WDW. WINDOW

WD WOOD

WH WALL HUNG

WF WIDE FLANGE

W.I. WROUGHT IRON

WP. WATERPROOF(ING)

WR. WATER RESISTANT

WT. WEIGHT

W.P. WORK POINT

W/ WITH

W/I WITHIN

W/O WITHOUT

XFMR TRANSFORMER

SS SANITARY SEWER

VIF VERIFY IN FIELD

W/OS WITH OCCUPANCY SENSOR

CONCRETE SLAB

CEILING AS

SCHEDULED

ROOF DECK

16 GA CONTINUOUS TRACK

WITH ANCHOR BOLTS

EVERY 32" O.C. MAX

SEALANT AT ALL VOIDS

BELOW TRACK

8" TYPE X MOISTURE RESISTANT

GYPSUM BOARD

8"

TOP TRACK

5 58" METAL STUD BEYOND

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ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-0.2

Symbols and Abbreviations

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

SYMBOLS

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MATERIALS LEGENDWALL TYPESABBREVIATIONS

TYPE "A6" PARTITION (6" MTL. STUDS @16" O.C.)

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ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-0.3

Outline Specs

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

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DEMOLITION

1. It is the intend of the demolition to remove all existing construction which conflicts with the intent of new construction. Every demolition detail may not be necessarily covered in these documents prior to bid. The contractor shall review the existing conditions and shall include all demolition work required to accommodate new work, even if not specifically called for.

2. When existing walls are damaged by the contractor to access to service, and new construction is not scheduled or shown on the drawings, the contractor shall be responsible for repairing materials and finishes to match original conditions.

3. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a matter that eliminates evidence of patching and refinishing.

4. Do not cut and patch elements in a manner that could change their load-carrying capacity, load-deflection ration, and/or result in increased maintenance or decreased operational life or safety.

5. Materials suspected of containing hazardous materials are not expected to be encountered on premises. However, if encountered, do not disturb. Suspend the work immediately and notify the architect.

CONCRETE

1. Any required slab demolition must be approved in advance by the architect.

2. All excavated areas affected by the slab breakout are to be backfilled with sand, compacted to 95% standard proctor density by hand tampering or with a mechanical tampering machine. New reinforcing shall be installed or rebar overlapped and tied to the existing reinforcing in the slab. The breakout area shall be repoured over a 6mil. vapor barrier with concrete 5” thick or to match the depth of the existing slab if greater. If rebar at existing slab has been cut off, existing concrete on both sides of the trench must be drilled, doweled, and tied to new rebar in trench to match the pattern of existing layout.

3. If not specified otherwise, provide reinforced rebar with 5” thick, 5 sack, and 3000 PSI hardrock concrete.

4. In araes where slab was partially removed, provide gravel layer and vapor barrier on top of the soil before installing new slab.

WOOD DOORS & TRIM

1. Submit shop drawings, technical data, and material samples to architect.

2. Wood doors shall comply with NFPA 80 and shall be listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction for the ratings indicated.

3. Provide warranty on manufacturer's standard form, signed by manufacturer, installer, and contractor in which manufacturer agrees to repair or replace doors that are defective in material or worksmanship. Warranty shall be in effect from date of substantial completion for life of installation.

4. Door cores to be particle board complying with ANSI A208.1, grade LD-2. Provide manufacturer's standard mineral-core construction as needed to achieve fire rating indicated. Provide blocking in doors as required to eliminate through-bolting hardware. D

5. Door facing shall be wood veneer as follows:

a. Grade, AWI premium, with grade faces

b. Species, cut and grain matching visually the existing historic doors

c. Finish, premium grade, matte to imitate natural look

5. Provide manufacturer's standard wood beads if needed.

6. Install doors to comply with manufacturer's written instructions, AWI quality standards, and as indicated.

7. If trim is required, provide nattor trim pieces stained to match the wood doors.

ACOUSTICAL INSULATION

1. Submit technical data to architect before purchasing.

2. Install all building insulation in accordance with the current edition of “Fiberglass Building Insulation Application Instructions”, PUB. 3-BL-4992 of Owens/Coming Fiberglass Corp.

3. In partitions and ceilings showing acoustical insulation, fit insulation snugly between studs and fill all spaces in partitions. Butt material together firmly at joints, stuff spaces full behind boxes and between pipes and conduits.

4. Acoustical insulation shall be fiberglass “noise batts”, U.S. Gypsum “thermafiber” sound attenuation blankets, the width matching stud width as close at possible, or approved equal.

INTERIOR ARCHITECTURAL WOODWORK - VANITY COUNTER

1. Submit shop drawings showing locations of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.

2. Provide material samples to architect before pourchasing.

3. Use Olympus ADA Residential Floating Vanity Bracket (FB-07441) for structural support of the vanity counter. Cut and weld the bracket to adjust the height to comply with TAS requirements for sink access.

4. Counter substrate shall be water resistant plywood.

5. Anchor paneling to support substrate with concealed panel-hanger clips. Do not use face fastening.

6. Use solid surface for horizontal counter surface and vertical surfaces. Basis of design for counter solid surface material:

a. Provence Nuwood by Corian - Solid Surface Nuwood Collection, ½” thick

GYPSUM BOARD ASSEMBLIES

1. Submit technical data to architect prior to purchasing.

2. Install metal studs, framing and gypsum board in accordance with ASTM C340, GA-201, GA-214, GA-216 and GA-600.

3. Typical wall studs to be ASTM C-645; 25 gauge, 5 5/8” spaced at 16” O.C. maximum. Contractor shall verify size and gauge of studs based on the stud manufacturer's limiting height tables for the application. Studs shall be installed in full lengths unless height exceeds manufacturer's maximum length in which case contractor shall submit stud splice details by stud manufacturer.

4. Runner shall match stud sizes and shall be a type recommended by a stud manufacturer for floor and ceiling support of studs for vertical abutment of drywall at other work.

5. Contractor to provide stud system accessories, standard clips, shoes, ties, reinforcement, fasteners, and other accessories as needed for a complete stud system.

6. Furring members to be ASTM C-645 USS RCI resilient channel

7. Penetrations in sound insulated partitions above finished ceiling shall be effectively sealed to prevent sound leakage. all butt joints, gyp board penetrations from piping, conduit, etc. will be caulked and sealed to deck to prevent any passage of sound or odors from one room to another.

8. Gypsum board fasteners to be USG, Type S, 1" for single layer.

9. Provide manufacturer's standard metal trim accessories, of the beaded type with face flanges for concealment of joint compound. All partition returns shall have metal corner beads floor to ceiling.

10. Gypsum board fasteners to be USG, Type S, 1” for single layer. Space fasteners at 8” O.C. on perimeter and 12” O.C. in field of panel.

11. All gypsum board is to be 5/8” thickness, Type X fire rated unless otherwise noted. Sheet size should be maximum length available which will minimize joints.

12. For joint treatment material, perforated joint tape to be used. Joint compound to be ready-mixed, vinyl-based for interior use. Provide two grades, one specifically for bedding tape and filling depressions, and one for taping and sanding. Use USG Durabond Joint Compound or approved equal.

13. Install ASTM C-630, 5/8” Type X moisture resistant gypsum board at all locations that are subject to moisture exposure.

14. All partitions with acoustical insulation to be min. 48 STC. No back-to-back wall boxes.

15. USG thermafiber sound attenuation blankets shall be used in all partitions separating restrooms from other finished spaces.

16. Provide recommended wall backing (support) for wall mounted fixtures (grab bars, toilet accessories, etc.). Any wood blocking used to be fire-retardant treated.

17. Apply treatment at gypsum board joints (both directions), flanges trim accessories. Penetrations, fastener heads, surface defects, and elsewhere as required to prepare work for decoration. Pre-fill open joints and round to beveled edges, using type of compound recommended by manufacturer.

18. Apply joint tape at joints between gypsum boards, except where a rim accessory is indicated. Apply joint compound in three (3) coats, sand between first two coats and after last.

19. Embed tape and apply separate first, fill and finish coats of joint compound to tape, fasteners, and trim flanges at panel surfaces that will be exposed to view, unless otherwise indicated.

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REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-0.4

Outline Specs

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

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WOOD CEILING

Submit materials samples with stain color options to match existing wood doors on site to Architect prior to purchasing. Submit shop drawings of ceiling layout to Architect before installation.

For viga beams with herring bone pattern latillas wood ceiling:

1. Use the following standards and references: ASTM E 84: Standard Test Method for Surface Burning Characteristics of Building Materials; 1991. AWI (QSI): Architectural Woodwork Quality Standards Illustrated; 2003. Ceilings and Interior & Specialty Construction Assoc.

(CISCA): Ceiling Systems Handbook. Ceilings and Interior & Specialty Construction Assoc.

(CISCA): Wood Ceiling Guidelines.

2. Installer Qualifications: Engage an experienced Installer, approved by wood ceiling manufacturer, who has completed panel ceilings similar in species, design, and extent to that indicated for this Project and with a record of successful in-service performance.

3. Single-Source Responsibility for Wood Ceiling System: Obtain each type of Linear Wood Ceiling Panels from a single fabricator, with in-house Shop Drawing capabilities, in-house assembly and finishing capabilities, and with resources to provide products of consistent quality in appearance and physical properties without delaying the project.

4. Provide owner with a (1) year warranty for material and workmanship on all installed products.

A. Manufacturers: All materials, wood ceiling and grid, shall be warranted for (1) one year for material and workmanship.

B. Installer:All work shall be warranted for (1) year from final acceptance of completed work.

5. For viga beams, use 4x6 suspended wood beams stained to match the tone of vanity counter, matte coating. Submit samples to architect prior to installation.

6. For herring bone pattern wood, lay out and fasten latillas, natural round log posts of varying 1” to 2” diameter. On the face side of the ceiling, use lime-based plaster to caulk the gaps between the logs.

For Bid Alternate #1, tongue and groove wood ceiling:

1. Basis of Design: 9Wood 2000 Series Linear Wood, Tel. (888) 767-9990, sales@9wood.com A. Wood Panels: 9Wood 2400 T&G Linear B. Species: Western Hemlock (Solid, Clear, Mixed Grain) C. Finish: Matte coating, stained to match the tone of the vanity counter.

D. Submit samples to architect prior to installation.

E. SKU: 2414-4

F. Member Size: 5/8” x 3-1/4 (net) with 3” visible face G. Members/LF: 4 Members per LF H. Lengths: Ex. 4' to 10' (nominal) I. Fire Rating: Class A Components

2. Use the following standards and references: ASTM E 84: Standard Test Method for Surface Burning Characteristics of Building Materials; 1991. AWI (QSI): Architectural Woodwork Quality Standards Illustrated; 2003. Ceilings and Interior & Specialty Construction Assoc.

(CISCA): Ceiling Systems Handbook. Ceilings and Interior & Specialty Construction Assoc.

(CISCA): Wood Ceiling Guidelines.

3. Installer Qualifications: Engage an experienced Installer, approved by wood ceiling manufacturer, who has completed panel ceilings similar in species, design, and extent to that indicated for this Project and with a record of successful in-service performance.

4. Single-Source Responsibility for Wood Ceiling System: Obtain each type of Linear Wood Ceiling Panels from a single fabricator, with in-house Shop Drawing capabilities, in-house assembly and finishing capabilities, and with resources to provide products of consistent quality in appearance and physical properties without delaying the project.

5. Provide owner with a (1) year warranty for material and workmanship on all installed products.

A. Manufacturers: All materials, wood ceiling and grid, shall be warranted for (1) one year for material and workmanship.

B. Installer: All work shall be warranted for (1) year from final acceptance of completed work.

PLASTERING

Submit technical data and materials samples with color options to Architect prior to purchasing.

1. Basis of design for plastering: Color Atelier - Tadelakt Shower Plaster (Stone White)

2. Substrate preparation for non-wet areas: The drywall should be finished t minimum level 3.

Prime with Color Atelier Bonding Primer. Apply Tadelakt once the primer is fully dry. Sealer and/ or Wax are optional depending on the area. SUBSTRATE Preparation for wet areas:

Over the studs, follow these recommended method:

a. Type X moisture resistant gypsum board

b. Waterproof membrane

c. Metal lathe with J-mold casting. Use Schluter-JOLLY 12.5mm edge protection profile, aluminum, rustic brown

d. Scratch brown coat

e. Color Atelier Base

f. Color Atelier Tadelakt

g. Color Atelier Wax-Sealer

3. Follow manufacturer's instructions for use, mixing, tinting, polishing, wax-sealing and clean up of the product.

4. Do not apply product when the ambient and surface temperature is below 45°F (7°C) or above 90°F (32°C). The ambient and surface temperature must stay consistently within this range until fully dry. Do not apply Tadelakt if there are contaminates on the receiving surface.

Contaminates may include, but are not limited to dust, debris, efflorescence and/or oils.

TERRACOTTA TILE

Submit material samples with sealant applied and grout color options to Architect prior to purchasing for floor tile. Ensure proper direction of tile pattern and the starting point of the tile pattern to Architect before installation.

Submit materials samples with wall tile design options to Architect prior to purchasing as well as technical data and grout color options. Submit samples of tile sealant to Architect before purchasing.

1. Basis of design for floor tile: Saltillo 4X8 Rectangular natural terracotta tile by ICT Tile Mexico SA de CV

a. Make sure the surface, on which you plan to set the tile is structurally sound, clean, dry and free of grease, oil, sealers or other contaminants. Use a premium Laticrete latex-modified thin-set to bond the tile or floor thin-set mortar mixed with acrylic mortar admix, use "terra cotta" color for grout joint treatment. Follow package directions for the proper mixing on thin-set mortars and grouts. Provide maximum of 12" grout joint. Allow for size/shape variations.

b. Apply a premium brand water-based top coat over the entire tile installation. Be sure the installation is thoroughly cured and dry before application.

2. Basis of design for wall wainscot tile: Talavera 4X4 assorted variety of varrying designs by ICT Tile Mexico SA de CV

a. Make sure the surface, on which you plan to set the tile is structurally sound, clean, dry and free of grease, oil, sealers or other contaminants. Use a premium Laticrete latex-modified thin-set to bond the tile or thin-set mortar mixed with acrylic mortar admix, use "terra cotta" color for grout joint treatment. Follow package directions for the proper mixing on thin-set mortars and grouts. Provide 3

16" grout joint. Allow for size/shape variations.

b. Apply a premium brand water-based top coat over the entire tile installation. Be sure the installation is thoroughly cured and dry before application.

CERAMIC TILE

Submit material samples to Architect prior to purchasing for wall tile. Submit technical data and color options for grout to Architect before purchasing.

a. Basis of design for wall wainscot tile: Marazzi Cotto Revival Valencia 4X4

b. Make sure the surface, on which you plan to set the tile is structurally sound, clean, dry and free of grease, oil, sealers or other contaminants. Use a premium Laticrete latex-modified thin-set to bond the tile or thin-set mortar mixed with acrylic mortar admix, use "terra cotta" color for grout joint treatment. Provide 18" grout joint per manufacturer's recommendation.

WOOD STAIN

Submit material samples to Architect prior to purchasing. Submit technical data and color options for grout to Architect before purchasing.

a. Basis of design for wall wainscot tile: Sherwin Williams Minwax Water-Based Wood Stain

b. Provide low VOC tinted wood stain, color to match existing interior historic doors on site idi o L a B ah ia :: S tat e H ist or ic Si te

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SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-0.5

Outline Specs

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

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ROOF PENETRATIONS AND PROCEDURES

1. Contact architect before making any roof penetrations so that appropriate inspections can be scheduled.

2. All roof penetrations, repairs, etc., are to be done by the roofing contractor. All penetrations and equipment supports, pipe supports, etc., shall be constructed in accordance with building standards and in accordance with the following recommendations. Where penetration in the roof requires metal flashing, all seams shall be fully soldered.

3. Contractors, subcontractors, and trades not strictly adhering to building standards and procedures or coordinating properly will be subject to penalties and recovery of damages by the building owner.

4. Air conditioning and plumbing contractors and all other subcontractors and trades involved in work affecting the existing roof must strictly adhere to all coordination procedures for utilizing metal air conditioning flashing roof protection requirements, miscellaneous leak prevention steps, roofing warranty protection, and equipment flashing requirements for the type of the roof used.

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REVISIONS

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DATE:

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HSD-2024-040

A-0.6

Existing Photos

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

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LOBBY FACING WEST MEN'S RESTROOM FACING SOUTH MEN'S RESTROOM FACING WEST JANITOR'S CLOSET WOMEN'S RESTROOM FACING WEST

RESTROOMS LOCATIONS

LEGEND

A-2.0

OPEN AREA

BARRACKS

CHAPEL

VI

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R

CE

NT

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GUEST

QUARTERS

ZARAGOZA

HOUSE

STAGING AREA,

TO BE VERIFIED;

DO NOT BLOCK

THE DRIVEWAY;

DO NOT DISTURB

SOIL ON SITE

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DATE:

KN

HSD-2024-040

A-1.0

Site Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSIONreal places telling real stories

SITE PLAN

SCALE: 1/64" = 1'-0"

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LOBBY

WOMEN

MEN

DEMO EXISTING WOOD FRAME PARTITIONS

DEMO ALL EXISTING TOILET PARTITIONS

DEMO ALL EXISTING WATER CLOSETS AND

PLUMBING COMPLETELY @SLAB

DEMO EXISTING SINK

DEMO EXISTING SINK AND PLUMBING

COMPLETELY @SLAB

DEMO EXISTING WATER CLOSET AND

PLUMBING COMPLETELY @SLAB

DEMO EXISTING URINALS AND PLUMBING

COMPLETELY @SLAB

DEMO EXISTING TOILET PARTITION

DEMO EXISTING DOOR AND FRAME

DEMO EXISTING DOOR AND FRAME

DEMO EXISTING DRINKING FOUNTAIN

AND PLUMBING COMPLETELY @SLAB

DEMO EXISTING FLOOR DOWN TO CONCRETE

DEMO EXISTING FLOOR DOWN TO CONCRETE

DEMO EXISTING JANITOR'S SINK. CAP

PLUMBING @ WALL

DEMO EXISTING ELECTRICAL PANEL

PREP FOR NEW 100A PANEL; COORDINATE

WITH SITE STAFF PRIOR TO SHUT OFF

JC

EXISTING FLOOR TO

REMAIN

EXISTING STONE WALLS TO REMAIN.

PROTECT WITH RAM BOARD OR SIMILAR

THROUGHOUT CONSTRUCTION

EXISTING STONE WALLS TO REMAIN.

PROTECT WITH RAM BOARD OR SIMILAR

THROUGHOUT CONSTRUCTION

EXISTING STONE WALLS TO REMAIN.

PROTECT WITH RAM BOARD OR SIMILAR

THROUGHOUT CONSTRUCTION

PROTECT EXISTING DOOR AND DOOR FRAME

FROM DAMAGE DURING CONSTRUCTION

3'-6"

CAREFULLY REMOVE DOOR/DOOR FRAME AND RETURN TO SITE FOR STORAGE.

INSTALL PLYWOOD TO THE OPENING FOR THE DURATION OF CONSTRUCTION

THE EXISTING STONE WALLS ARE HISTORIC

AND MUST BE PROTECTED THROUGHOUT THE

CONSTRUCTION PHASE

NOTE:

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REVISIONS

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DATE:

KN

HSD-2024-040

A-1.1

Demo Plan - Above Slab

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

DEMO PLAN

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

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EXISTING FLOOR TO

REMAIN

CAREFULLY REMOVE DOOR/DOOR FRAME AND RETURN TO SITE FOR STORAGE.

INSTALL PLYWOOD TO THE OPENING FOR THE DURATION OF CONSTRUCTION

EXISTING STONE WALLS TO REMAIN.

PROTECT WITH RAM BOARD OR SIMILAR

THROUGHOUT CONSTRUCTION

EXISTING STONE WALLS TO REMAIN.

PROTECT WITH RAM BOARD OR SIMILAR

THROUGHOUT CONSTRUCTION

PARTIAL DEMO OF EXISTING CONCRETE

SLAB; REMOVE EXISTING WASTE LINES

UP TO WALL CONNECTION AND INSTALL

TEMPORARY CAPS @ WALL TO PREVENT

DEBRIS FROM ENTERING PIPES &

PREVENT SEWER GAS FROM ENTERING

BUILDING

SEWER LINE TO THE SEPTIC TANK

SEW

ER

LIN

E TO

TH

E R

ESID

EN

T Q U

A R

TER

S

INFORM ARCHITECT OF THE FINDINGS

REGARDING THE CONDITION OF EXISTING

SEWER LINES AND PLUMBING; DO NOT

PROCEED WITH FURTHER WORK PRIOR TO

ARCHITECT'S AUTHORIZATION

3'-6"

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DATE:

KN

HSD-2024-040

A-1.2

Demo Plan - At Slab

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

SLAB DEMO PLAN

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

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WOMEN

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EXISTING

SKYLIGHT

TO REMAIN

EXISTING

SKYLIGHT

TO REMAIN

DEMO EXISTING CEILING

COMPLETE TO ROOF FRAMING

DEMO EXISTING CEILING

COMPLETE TO ROOF FRAMING

JC

EXPOSED CEILING TO

REMAIN

PROTECT EXISTING SKYLIGHTS

THROUGHOUT CONSTRUCTION

CAREFULLY REMOVE DOOR/DOOR FRAME AND RETURN TO SITE FOR STORAGE.

INSTALL PLYWOOD TO THE OPENING FOR THE DURATION OF CONSTRUCTION

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ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-1.3

Demo Reflected Ceiling Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

DEMO REFLECTED CEILING PLAN

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

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RR1

RR2

SANITARY PRODUCT DISPOSAL

TOILET TISSUE DISPENSER

T1 T2

GRAB BAR; ADD BLOCKING AS REQUIREDT6

PAPER TOWEL DISPENSER AND WASTE RECEPTACLET3

WALL MIRRORT4

COAT HOOKT5

COMMERCIAL WATER CLOSETS, TIE INTO EXISTING DRAIN LINET8

COMMERCIAL SINKST9

COMMERCIAL FAUCETST10

COMMERCIAL SOAP DISPENSERST11

ADA PROTECTIVE UNDERSINK PIPE COVERST7

KEYNOTE LEGEND

INTERIOR LIGHTING FIXTURE, WALL SCONCEL4

LOBBY

A-5.0

A-5.0

A-5.0

A-5.0

SIM

A-5.1

A-5.1

NEW FLOOR DRAINS, TIE INTO EXISTING DRAIN LINET12

A-6.1

A-6.1

JC

N1 ACOUSTICAL INSULATION INSIDE NEW PARTITIONS

N2 REPAIR EXISTING WINDOW SHUTTERS WITH LIKE MATERIALS

VERIFY ALL COMPONENTS WITH ARCHITECT PRIOR TO INSTALLATION

N3 INSTALL NEW 100A ELECTRICAL PANEL

A-5.1

A-6.1

1 SS1 SOLID SURFACE VANITY COUNTER TOP

DOOR STOP, FLOOR MOUNTEDT13

DOOR STOP, MAGNETIC, FLOOR MOUNTEDT14

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ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-2.0

Construction Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

ENLARGED PLAN

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

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RR1

RR2

LOBBY

SLOPE THE FLOOR TOWARDS THE FLOOR

DRAIN IN THE CENTER OF RESTROOM

SLOPE THE FLOOR TOWARDS THE FLOOR

DRAIN IN THE CENTER OF RESTROOM

TERRACOTTA TILETL1

FINISH LEGEND

TERRACOTTA TILETL2

PLASTERPL1

PROTECT EXISTING STONE WALLS WITH RAM

BOARD OR SIMILAR THROUGHOUT

CONSTRUCTION

JC

NOTE:

N2 REPAIR EXISTING WINDOW SHUTTERS WITH LIKE MATERIALS

VERIFY ALL COMPONENTS WITH ARCHITECT PRIOR TO INSTALLATION

EXISTING FLOOR TO

REMAIN

NEW

EXISTING

NEWEXISTING

NE

W

EX

IS

TIN

G

Pr es idi o L a B ah ia :: S tat e H ist or ic Si te

7 U S-

3, Go lia d, Te xa s 7

Pl um bi ng

Re pa irs

Ba th ro om

Re no va tio ns

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-2.1

Finish Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

ENLARGED FINISH PLAN

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

J:

\3

P re si di o

La B ah ia

\A rc hi te ct ur e\ H

SD

-2

4-

M us eu m

R es tro om

R en ov at io ns

\C

AD

\2

7_

PL

B_

Ba th ro om

_R em od el

EXISTING FLOOR TILE

COURTYARD

NOT IN SCOPE

7'-43 8"

JC

VIF

KEYNOTE LEGEND

N1 ACOUSTICAL INSULATION INSIDE NEW PARTITIONS

N2 REPAIR EXISTING WINDOW SHUTTERS WITH LIKE MATERIALS

VERIFY ALL COMPONENTS WITH ARCHITECT PRIOR TO INSTALLATION

N3 INSTALL NEW 100A ELECTRICAL PANEL AND BREAKERS

ALL DIMENSIONS SHOWN TO FRAME AND TO

EXISTING SURFACE UNLESS OTHERWISE NOTED

NOTE:

1'- 4"

1'- 4"

1'-6"

8"4'-13

4"

VIF

4 1 2" 49 16

7'-

5" VI

F

55 8" 6'-3 12"

VIF

N5 EXISTING CONNECTION TO SEPTIC LINE

N6 EXISTING CONNECTION TO WATER SUPPLY LINE

36" CLEAR MIN

Pr es idi o L a B ah ia :: S tat e H ist or ic Si te

7 U S-

3, Go lia d, Te xa s 7

Pl um bi ng

Re pa irs

Ba th ro om

Re no va tio ns

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-2.2

Dimensioned Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

ENLARGED DIMENSIONED PLAN

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

J:

\3

P re si di o

La B ah ia

\A rc hi te ct ur e\ H

SD

-2

4-

M us eu m

R es tro om

R en ov at io ns

\C

AD

\2

7_

PL

B_

Ba th ro om

_R em od

8" 8"

7'-43 8"

2'-

5 8" 2'-

5 8"

EQ

EQ

EQ

EQ

EQ EQ

EQ EQ

JC

KEYNOTE LEGEND

N1 ACOUSTICAL INSULATION INSIDE NEW PARTITIONS

N2 REPAIR EXISTING WINDOW SHUTTERS WITH LIKE MATERIALS

VERIFY ALL COMPONENTS WITH ARCHITECT PRIOR TO INSTALLATION

N3 INSTALL NEW 100A ELECTRICAL PANEL

ALL DIMENSIONS SHOWN TO FRAME AND TO

EXISTING SURFACE UNLESS OTHERWISE NOTED

NOTE:

VIF

36" CLEAR MIN

Pr es idi o L a B ah ia :: S tat e H ist or ic Si te

7 U S-

3, Go lia d, Te xa s 7

Pl um bi ng

Re pa irs

Ba th ro om

Re no va tio ns

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-2.3

Dimensioned Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

ENLARGED DIMENSIONED PLAN

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

J:

\3

P re si di o

La B ah ia

\A rc hi te ct ur e\ H

SD

-2

4-

M us eu m

R es tro om

R en ov at io ns

\C

AD

\2

7_

PL

B_

Ba th ro om

_R em od

EQ

EQ

EQ

EQ

EQ EQ

EXISTING

SKYLIGHT

TO REMAIN

EXISTING

SKYLIGHT

TO REMAIN

KEYNOTE LEGEND

BATHROOM EXHAUST FANV1

INTERIOR LIGHTING FIXTURE, CENTER BETWEEN WOODEN SLATS, TYP.L1

VIGA BEAMSW1

FINISH LEGEND

LATILLAS - NATURAL ROUND WOOD POLES; HERRINGBONE PATTERNW2

RR1

RR2

LOBBY 1'-6"

EQ EQ

EQ

EQ

EQ

EQ

JC

EXPOSED CEILING TO

REMAIN

ROOF PENETRATION ABOVE FOR BATHROOM VENTSN4

8" 1'-

0"

EQ

EQ

EQ

EQ

1'-31

2" EQ

EQ

EQ

EQ

VIF

EXISTING

STONE TO

REMAIN

EXISTING

STONE TO

REMAIN

VIGA BEAMS SPACING TO DEPEND ON THE

EXISTING SKYLIGHT DIMENSIONS VERIFIED IN

FIELD (SEE 2/A-6.2)

NOTE:

Pr es idi o L a B ah ia :: S tat e H ist or ic Si te

7 U S-

3, Go lia d, Te xa s 7

Pl um bi ng

Re pa irs

Ba th ro om

Re no va tio ns

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

KN

HSD-2024-040

A-3.0

Reflected Ceiling Plan

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

REFLECTED CEILING PLAN - BASE BID

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

J:

\3

P re si di o

La B ah ia

\A rc hi te ct ur e\ H

SD

-2

4-

M us eu m

R es tro om

R en ov at io ns

\C

AD

\2

7_

PL

B_

Ba th ro om

_R em od el

EXISTING CEILING AT GOLIAD STATE PARK AND HISTORIC SITE FOR REFERENCE

EQ EQ

L2

EQ

EQ

L3

L3

EQ

EQ

EXISTING

SKYLIGHT

TO REMAIN

EXISTING

SKYLIGHT

TO REMAIN

KEYNOTE LEGEND

BATHROOM EXHAUST FANV1

INTERIOR LIGHTING FIXTURE; SET WITHIN SLATSL2

INTERIOR LIGHTING FIXTURE; SET WITHIN SLATSL3

TONGUE & GROOVE LINEAR CEILINGW3

FINISH LEGEND

RR1

RR2LOBBY

EQ

EQ

EQ EQ

1'-6" 8"

8"

JC

EXPOSED CEILING TO

REMAIN

INTERIOR LIGHTING FIXTURE, CENTER BETWEEN WOODEN SLATS, TYP.L1

ROOF PENETRATION ABOVE FOR BATHROOM VENTSN4

1'- 0"

1'- 0"

1'-31 2"

VIF

EXISTING

STONE TO

REMAIN

EXISTING

STONE TO

REMAIN

LOCATE LIGHT FIXTURE WITHIN WOOD SLATN7

Pr es idi o L a B ah ia :: S tat e H ist or ic Si te

7 U S-

3, Go lia d, Te xa s 7

Pl um bi ng

Re pa irs

Ba th ro om

Re no va tio ns

ISSUE DATE DESCRIPTION

SHEET NO.

REVISIONS

DRAWN BY:

PROJECT REF #:

DATE:

PS, EU

HSD-2024-040

A-3.1

Reflected Ceiling Plan - Bid Alternate #1

Historic Sites Division P.O. Box #12276, Austin, TX 78711

PH: (512) 463-7948

TEXAS HISTORICAL COMMISSION

real places telling real stories

REFLECTED CEILING PLAN - BID ALTERNATE #1 (DEDUCT)

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

J:

\3

P re si di o

La B ah ia

\A rc hi te ct ur e\ H

SD

-2

4-

M us eu m

R es tro om

R en ov at io ns

\C

AD

\2

7_

PL

B_

Ba th ro om

_R em od el

EXISTING CEILING TO MATCH

3'- 6"

3'- 6"

GFCI

GFCI

KEYNOTE LEGEND

INTERIOR LIGHTING FIXTUREL1

BATHROOM EXHAUST FANV1

EQ EQ

O S

O S

V V

JC

1. ALL OUTLETS TO BE INSTALLED 15" AFF

UNLESS OTHERWISE NOTED

2. ALL LIGHT SWITCHES TO BE INSTALLED

48" AFF MAX

3. ALL DIMENSIONS SHOWN TO FACE OF

WALL

NOTES:

GFCI

GFCI

O S

N3 INSTALL NEW 100A ELECTRICAL PANEL

INTERIOR LIGHTING FIXTURE, WALL SCONCEL4

Pr es idi o L a B ah ia :: S tat e H ist or ic Si te

7 U S-

3, Go lia d, Te xa s 7

Pl um bi ng

Re pa irs

Ba th ro om

Re no va tio ns

ISSUE DATE…