10-2026-04 ees PHASE 3 DRAWINGS 216709 CD Dwgs 20250925.pdf

Revisions:

Engineering Firm:

O'CONNELL ROBERTSON

Firm Registration No. F-2708

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ELGIN ELEMENTARY SCHOOL MEP UPGRADES PHASE 3

1005 W 2ND ST, ELGIN, TEXAS, 78621

09/25/25

CONTRACT DOCUMENTS

Mission: We believe every project has a mission and strive to design environments that have a purpose that extends far beyond form and function.

09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

COVER SHEET

G1.0

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1002 N AVENUE C

ELGIN , TX 78621

ELGIN I.S.D.

811 BARTON SPRINGS ROAD, SUITE 900

AUSTIN, TEXAS 78704

Architecture - Engineering - Interiors

TAS COMPLIANCE NOTE:

THIS PROJECT DOES NOT QUALIFY AS

AN ALTERATION PER TAS 106.5.5.

SHEET LIST

GENERAL

G1.0 COVER SHEET

G1.1 PHASING PLAN

G1.2 FURNITURE STORAGE PLAN

STRUCTURAL

S0.0 STRUCTURAL NOTES

S1.0 EXISTING FOUNDATION PLAN - ELGIN ELEMENTARY SCHOOL

ARCHITECTURAL

A1.1 ARCHITECTURAL NOTES, SYMBOLS, AND ABBREVIATIONS

A1.2 EQUIPMENT YARD PLANS

A2.1 DEMOLITION REFLECTED CEILING PLANS

A2.1B DEMOLITION REFLECTED CEILING PLAN - AREA B

A2.1C DEMOLITION REFLECTED CEILING PLAN - AREA C

A2.2 DEMOLITION REFLECTED CEILING PLANS - ALTERNATES

A2.3 DEMOLITION REFLECTED CEILING PLAN - ALTERNATE 2

A7.3 PARTITION DETAILS

A9.1 REFLECTED CEILING PLANS AND DETAILS

A9.2 REFLECTED CEILING PLANS AND DETAILS - ALTERNATES

PLUMBING

P1.1 PLUMBING NOTES, SYMBOLS, AND ABBREVIATIONS

MECHANICAL

M1.1 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONS

M1.2 TEMPORARY AIR CONDITIONING PLAN

M2.1A MECHANICAL DEMOLITION PLAN – AREA A

M2.1B MECHANICAL DEMOLITION PLAN – AREA B

M2.1C MECHANICAL DEMOLITION PLAN – AREA C

M2.2 MECHANICAL DEMOLITION PLAN – AREA C – ALTERNATE 1

M2.3 MECHANICAL DEMOLITION PLAN – AREA A – ALTERNATE 2

M3.1A MECHANICAL PLAN – AREA A

M3.1B MECHANICAL PLAN – AREA B

M3.1C MECHANICAL PLAN – AREA C

M3.2 MECHANICAL PLAN – AREA C – ALTERNATE 1

M3.3 MECHANICAL PLAN – AREA A – ALTERNATE 2

M5.1 MECHANICAL ENLARGED PLAN

M5.2 MECHANICAL ENLARGED PLAN – ALTERNATE 1

M5.3 MECHANICAL ENLARGED PLAN – ALTERNATE 2

M6.1 MECHANICAL PIPING DIAGRAMS

M6.2 MECHANICAL PIPING DIAGRAMS

M7.1 MECHANICAL CONTROLS

M7.2 MECHANICAL CONTROLS

M7.3 MECHANICAL CONTROLS

M7.4 MECHANICAL CONTROLS

M8.1 MECHANICAL SCHEDULES

M8.2 MECHANICAL SCHEDULES

M9.1 MECHANICAL DETAILS

M9.2 MECHANICAL DETAILS

ELECTRICAL

E1.1 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E2.1A ELECTRICAL DEMO PLAN – AREA A

E2.1B ELECTRICAL DEMO PLAN – AREA B

E2.1C ELECTRICAL DEMO PLAN – AREA C

E2.2 ELECTRICAL DEMOLITION PLAN – AREA C2 - ALTERNATE 1

E2.3 ELECTRICAL DEMOLITION PLAN – AREA A2 – ALTERNATE 2

E3.1A ELECTRICAL POWER PLAN – AREA A

E3.1B ELECTRICAL POWER PLAN – AREA B

E3.1C ELECTRICAL POWER PLAN – AREA C

E3.2 ELECTRICAL POWER PLAN – AREA C2 – ALTERNATE 1

E3.3 ELECTRICAL POWER PLAN – AREA A2 – ALTERNATE 2

E4.1A ELECTRICAL LIGHTING PLAN – AREA A

E4.1B ELECTRICAL LIGHTING PLAN – AREA B

E4.1C ELECTRICAL LIGHTING PLAN – AREA C

E4.2 ELECTRICAL LIGHTING PLAN – AREA C2 – ALTERNATE 1

E4.3 ELECTRICAL LIGHTING PLAN – AREA A2 – ALTERNATE 2

E8.1 ELECTRICAL SCHEDULES

E8.2 ELECTRICAL SCHEDULES

E8.3 ELECTRICAL SCHEDULES

NO. DESCRIPTION DATENO. DESCRIPTION DATE

09/25/2025

TRUE NORTH PLAN NORTH

N N

BASE BID

ALTERNATE #1

ALTERNATE #2

GENERAL PHASING NOTES

1. PHASING AREAS ARE SHOWN FOR GENERAL

REQUIREMENTS AND INDICATE WHERE THE MAJORITY OF

WORK WILL OCCUR. WORK OUTSIDE THE PHASING

BOUNDARY MAY BE REQUIRED - REFER TO INDIVIDUAL

SHEETS FOR SPECIFIC PROJECT REQUIREMENTS.

2. CONTRACTORS SHALL COORDINATE THEIR SCHEDULE

WITH ELGIN ISD AND ELGIN ELEMENTARY SCHOOL

SPECIFIC REQUIREMENTS. THE FOLLOWING KEY DAYS

SHOULD BE IDENTIFIED IN THE PROJECT.

PHASING SCHEDULE

PHASE APPROX. AREA ESTIMATED DATES

1 BASE BID JUNE 01, 2026 - AUGUST 01, 2026

3 ALTERNATE #2 JANUARY 2027 - MAY 2027

2 ALTERNATE #1 SEPTEMBER 2026 - DECEMBER 2026

PHASING LEGEND

BASE BID

ALTERNATE #1

ALTERNATE #2

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Engineering Firm:

O'CONNELL ROBERTSON

Firm Registration No. F-2708

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

PHASING PLAN

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SCALE: 1/16" = 1'-0"1

PHASING PLAN

NO. DESCRIPTION DATE

N

BASE BID

ALTERNATE #1

ALTERNATE #2

OWNER SHALL SELF PERFORM

STORAGE OF LIBRARY

FURNITURE, LIBRARY BOOKS AND

OFFICE FURNITURE IN GYM

DURING BASE BID SUMMER

CONSTRUCTION.

CONTRACTOR SHALL MOVE AND STORE

NORTHEAST CLASSROOM WING FURNITURE

IN CLASSROOMS TO ALLOW FOR

MECHANICAL SCOPE OF WORK

CONSTRUCTION. CONTRACTOR SHALL

RETURN FURNITURE TO ROOM OF ORIGIN

UPON COMPLETION OF CONSTRUCTION.

CONTRACTOR SHALL MOVE AND STORE

SOUTHEAST CLASSROOM WING FURNITURE

IN CLASSROOMS TO ALLOW FOR

MECHANICAL SCOPE OF WORK

CONSTRUCTION. CONTRACTOR SHALL

RETURN FURNITURE TO ROOM OF ORIGIN

UPON COMPLETION OF CONSTRUCTION.

CONTRACTOR SHALL MOVE AND STORE

SOUTHWEST CLASSROOM WING FURNITURE

IN CLASSROOMS TO ALLOW FOR

MECHANICAL SCOPE OF WORK

CONSTRUCTION. CONTRACTOR SHALL

RETURN FURNITURE TO ROOM OF ORIGIN

UPON COMPLETION OF CONSTRUCTION.

FOR BASE BID SCOPE OF

WORK, ELGIN ISD SHALL

STORE EXISTING FURNITURE

WITHIN OUTLINE. ALL

FURNITURE OUTSIDE OF

OUTLINE SHALL BE MOVED

INTO STORAGE ON CAMPUS

BY THE CONTRACTOR.

GENERAL PHASING NOTES

1. PHASING AREAS ARE SHOWN FOR GENERAL

REQUIREMENTS AND INDICATE WHERE THE MAJORITY OF

WORK WILL OCCUR. WORK OUTSIDE THE PHASING

BOUNDARY MAY BE REQUIRED - REFER TO INDIVIDUAL

SHEETS FOR SPECIFIC PROJECT REQUIREMENTS.

2. CONTRACTORS SHALL COORDINATE THEIR SCHEDULE

WITH ELGIN ISD AND ELGIN ELEMENTARY SCHOOL

SPECIFIC REQUIREMENTS. THE FOLLOWING KEY DAYS

SHOULD BE IDENTIFIED IN THE PROJECT.

PHASING LEGEND

BASE BID

ALTERNATE #1

ALTERNATE #2

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Engineering Firm:

O'CONNELL ROBERTSON

Firm Registration No. F-2708

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

FURNITURE STORAGE

PLAN

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FURNITURE STORAGE PLAN

ABBREVIATIONS

ARCH ARCHITECT, ARCHITECTURAL

BOD BOTTOM OF DECK (METAL DECK ONLY)

BP BASEPLATE

CFMF COLD FORMED METAL FRAMING

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONT CONTINUOUS

DBA DEFORMED BAR ANCHOR

(E) EXISTING

EJ EXPANSION JOINT

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

FFE FINISH FLOOR ELEVATION

FTG FOOTING

FV FIELD VERIFY

GT GIRDER TRUSS

HCA HEADED CONCRETE ANCHOR

HDG HOT-DIP GALVANIZED

HDR HEADER

HORIZ HORIZONTAL

HSS HOLLOW STEEL SECTION

INFO INFORMATION

KSI KIPS PER SQUARE INCH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

LW LIGHT WEIGHT

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

NW NORMAL WEIGHT

O.C. ON CENTER

O.H. OPPOSITE HAND

PCF POUNDS PER CUBIC FOOT

PJP PARTIAL JOINT PENETRATION

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REF REFER, REFERENCE

REINF REINFORCED, REINFORCEMENT

REQ'D REQUIRED

SIM SIMILAR

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

T.O. TOP OF

TOW TOP OF WALL

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT VERTICAL

WWF WELDED WIRE FABRIC

SHEET INDEX

S0 SERIES STRUCTURAL NOTES

S1 SERIES EXISTING FOUNDATION PLAN AND

DETAIL

GENERAL

1. Refer to Architectural, Mechanical, Electrical, and Plumbing series drawings for floor elevations, slopes, drains, and location of depressed and elevated floor areas.

2. Structural series drawings shall be compared with drawings of other series; differences shall be referred to the Architect for instruction.

3. The general contractor is responsible for coordination of all resulting revisions to the structural system or other trades as a result of acceptance of contractor proposed alternatives or substitutions.

4. The general contractor and sub-contractors shall determine the scope of the structural work from the contract documents taken as a whole. The structural drawings shall not be considered separately for purposes of bidding the structural work. Due consideration shall be given to other structural work or work related to the structure, including necessary coordination described or implied by the Architectural, Civil and MEP drawings.

5. Safety Measures: At all times the Contractor shall be solely and completely responsible for the conditions of the job site, including, but not limited to:

A. Safety of the persons and property, B. Means and methods of construction, C. Compliance with applicable OSHA requirements and guidelines, D. All necessary independent engineering reviews of these conditions.

6. Scales noted on the drawings are for general reference only. No dimensional information shall be obtained by direct scaling of the drawing.

7. These drawings do not, nor are intended to, locate property lines, building set backs nor height limitations. It is the contractor's responsibility to locate the building and construct it to, and within, applicable code restrictions. Further, it is the Civil Engineer's responsibility to address site drainage appropriate to the site and in consideration of adjoining properties.

8. The general contractor is responsible for fitting new work with existing construction. Information on existing buildings shown in the drawings was based upon the information supplied to Structures. This information is not as-built data and the actual as-built construction may differ from that represented in the drawings. Contractors shall verify all information. Variations from the dimensions indicated on the contract documents shall be brought to the attention of the architect and/or Structures.

CODES

1. The structure and components shown in these drawings have been designed under the guidelines of the structural requirements listed in the 2021 International Building Code with required amendments.

2. Minimum Design Loads & Associated Criteria for Buildings & Other Structures, ASCE/SEI 7-16

3. Structural Concrete: American Concrete Institute, ACI 318-19

FOUNDATION AND SITE PREPARATION

1. The subgrade under building slab patches shall be properly compacted and shall be free of standing water, mud and frozen soil.

2. A 15 mil vapor barrier shall be placed beneath the slab and sealed at all perimeter edges using 3" Stego Crete Claw tape (see Stego installation video for guidance). An acceptable alternative is to provide a continuous vapor barrier under the grade beams and slab. Vapor barrier shall also be sealed along all seams, penetrations, and tears with approved tape or mastic as specified by the vapor barrier manufacturer. Refer to specifications, when provided, for additional information.

Acceptable sheet vapor retarder products include:

A. Stego Wrap 15 mil Class A B. W.R. Meadows Perminator 15 mil C. Fortifiber Building Systems Group Moistop Ultra 15 mil D. No Substitutions

3. Under pavement and building slab patches, bring pads to grade with select fill material conforming to the following:

• Retained on 2-1/2" screen 0%

• Retained on 7/8" screen 5% - 50%

• Retained on 3/8" screen 25% - 65%

• Retained on 1/4" screen 35% - 75%

• Retained on #40 mesh sieve 60% - 90%

• Material passing the #40 sieve shall meet the following plasticity requirements:

• PASSING MAXIMUM MINIMUM

• No. 40 Sieve Plasticity Index Plasticity Index

• 25% - 40% 15 3

• 10% - 25% 20 4

Sandy loam is not acceptable fill material.

4 . Contractor shall bring the pads to grade with select fill material and certify the compaction of the select fill material. Where no geotechnical report is provided, certify compaction to at least 95% of the maximum dry density as determined using SDHPT Test Method TEX-113-E conducted with a laboratory compactive effort of 6.63 ft lbs/cu. in. Hold water contents to within + 2% of the optimum, and maintain compacted lift thickness to 6" or less.

5. Means and methods of utility attachment shall be the responsibility of the contractor and do not fall under the scope of these structural documents.

6. Do not allow water or debris to stand in trenches. If bottoms of trenches become softened due to rain or slurry or other water before concrete is placed, excavate softened material and replace with properly compacted backfill or concrete.

CONCRETE

1. Concrete in the following areas shall have the following characteristics:

28-day Max Max Usage Strength (f'c) Slump (in.)A w/cm Ratio Air contentB/C Agg. Size

Slabs on Grade: 4000 psi 2-4 0.45 3-6% 1"

A. Slump shall be measured before adding water reducing admixture or plasticizing mixture.

B. Do not allow air content to exceed 3 percent for trowel-finished floors or for concrete slabs receiving a polished finish.

C. Specified air content is only required when elements are permanently exposed to weather and outside of the conditioned building envelope perimeter.

2. The minimum amounts of cementitious material may be changed if a concrete performance mix is submitted to the structural engineer for approval two weeks prior to placing any concrete. The performance mix shall include the amounts of cement, fine and course aggregate, water and admixtures, as well as the water-cement ratio, slump, and strength data in accordance with ACI 318. The use of a performance mix requires batch plant inspection, the cost of which shall be paid by the general contractor. Review of mix submittals by the Engineer of Record indicates only that information presented conforms generally with contract documents. Contractor or supplier maintains full responsibility for specified performance.

3. All concrete mix designs shall be reviewed and approved by the testing agency prior to sending to the engineer of record for approval.

4. Use the following cementitious materials, of the same type, brand and source throughout the Project:

A. Portland Cement: ASTM C 150, Type I/II

5. Fly ash may be used as a pozzolan to replace up to 25% of the portland cement in a concrete mix, subject to the approval of the structural engineer. Fly ash, when used, shall conform to ASTM C618, Type C or F. Concrete mixes using fly ash shall be proportioned to account for the properties of the specific fly ash used and to account for the specific properties of the fly ash concrete thus resulting.

6. Normal weight aggregates shall conform to ASTM C33 and be provided from a single source. Fine aggregates shall be free of materials with deleterious reactivity to alkali in cement

7. Water shall conform to ASTM C 94/C 94M and be potable.

8. Admixtures if used shall be subject to the approval of the structural engineer.

9. Water shall not be added to the concrete at the jobsite unless the total water quantity including the water added at the jobsite does not exceed the total water quantity of the reviewed mix design. It shall be the responsibility of the contractor to coordinate the requirements of the concrete supplier and pumper to meet this requirement and to ensure a pumpable and workable mix. The use of plasticizers, retardants, and other additives shall be at the option of the contractor subject to the approval of StructuresPE, LLP. Follow the recommendations of the manufacturer for the proper use of additives. the use of calcium chloride or other chloride bearing salts is not permitted.

10. Mixing, transporting, and placing of concrete shall conform to ACI 301 and ASTM C 94.

11. Conformance to ACI 305.1 "Specification for Hot Weather Concreting" is required when air temperature is above 90 deg F.

12. Conformance to ACI 306 "Cold Weather Concreting" is required when a period for more than three (3 consecutive days, the average daily air temperature is below 40 deg F and the air temperature is not greater than 50 deg F for more than one-half of any 24 hour period.

13. Reinforcing steel shall be deformed new billet steel bars in accordance with A.S.T.M. Specification A615 Grade 60.

14. Reinforcement bars shall not be tack welded, welded, heated, or cut unless indicated on the Contract Documents or approved by StructuresPE, LLP.

15. Minimum concrete cover protection for reinforcement bars shall be as follows: (see ACI 318 for conditions not noted)

Concrete exposed to weather #5 bars and smaller 1-1/2 inches All other bars 2 inches Concrete cast against earth 3 inches

Grade beams Top 1-1/2 inches Board formed sides 2 inches Earth formed sides 3 inches Bottom 3 inches

Slabs on grade:

Single layer or top layer 2 inches Bottom layer cast against soil 3 inches Bottom layer not cast against soil 2 inches

Columns 1-1/2 inches Pilasters & plinths 2 inches Slabs on metal forms 3/4 inches (top) Walls below grade (backfilled side) 2 inches Walls below grade (no backfill) 3/4 inches

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09/25/25

Project No. 2167.09

CONTRACT DOCUMENTS

STRUCTURAL NOTES

S0.0

4315 GUADALUPE ST

SUITE 301

AUSTIN, TX 78751

PHONE: (512) 499 0919

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

Project No. 23.139

STRUCTURES

09/03/2509/17/2509/18/25

NOTE: DETAIL ASSUMES EXISTING SLAB

BEARS ON COMPACTED SELECT FILL. THE

CONTRACTOR SHALL NOTIFY THE

ENGINEER SHOULD THE EXISTING SLAB

CONSTRUCTION DIFFER THAN SHOWN -

REPLACE ANY REMOVED FILL WITH

SELECT COMPACTED FILL AND REPLACE

OR REPAIR ANY DAMAGED VAPOR

RETARDER WITH APPROVED MATERIAL

#3 @ 16" O.C. PARALLEL TO CUT

PROVIDE 2 BARS MINIMUM

COMPACT EXISTING

DISTURBED FILL

- SEE STRUCTURAL NOTES

NEW CONC. - MATCH

EXIST THICKNESS (4" MIN.)

#3 REBAR @ 16" O.C. SET INTO

EXIST CONCRETE 3 1/2" MIN W/

HILTI HIT RE 500-SD ADHESIVE

SYSTEM OR APPROVED EQUAL

3 1/2"BARRIER LAP

6" VAPOR

EXISTING VAPOR BARRIER

(INSIDE BUILDING ONLY)

-FIELD VERIFY

NEW VAPOR BARRIER AT INSIDE OF BUILDING ONLY

- SEE STRUCTURAL NOTES

- ADHERE TO UNDERSIDE OF EXISTING SLAB WITH

STEGO MASTIC OR APPROVED EQUAL

-VAPOR BARRIER NOT NEEDED AT EXTERIOR PAVING

FV

1' - 0"

(F V

EXISTING FILL

EXISTING

REINF.

EXISTING SLAB

REINF.

EXISTING BRICK OR

STONE VENEER

D E

E P

(M E

P T

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F

IR

M

ROW OF

CONDUITS

EXISTING

GRADE BEAM

EXISTING

WIDENED GRADE

BEAM BEYOND

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09/25/25

Project No. 2167.09

CONTRACT DOCUMENTS

EXISTING FOUNDATION

PLAN AND DETAIL

S1.0

1/8" = 1'-0"

EXISTING FOUNDATION PLAN

NO. DESCRIPTION DATE

4315 GUADALUPE ST

SUITE 301

AUSTIN, TX 78751

PHONE: (512) 499 0919

WWW.STRUCTURESTX.COM

FIRM NO.: F-3323

Project No. 23.139

STRUCTURES

1 1/2" = 1'-0"

TYPICAL CONCRETE PATCH DETAIL

3/4" = 1'-0"

DUCTBANK BELOW EXISTING GRADE BEAM

D

C

B

KEY PLAN

A A2

C2

N.T.S.

EXISTING WIDENED

GRADE BEAM

EXISTING INTERIOR

GRADE BEAM

EXISTING 12" WIDE

(APPROX. 36" DEEP)

PERIMETER GRADE BEAM

- FIELD VERIFY

EXISTING PIER

APPROXIMATE ROUTE OF

NEW ELECTRICAL

CONDUITS FROM

TRANSFORMER

- ELECTRICAL TO CONFIRM

- RUN ELECTRICAL CONDUITS

UNDER PERIMETER GRADE BEAM

(3/S1.0)

- DO NOT CHIP OR CORE EXISTING

GRADE BEAM

2' WIDE TRENCH FOR

ELECTRICAL

CONDUITS

REPLACE TRENCHED

CONCRETE AT STOOP IN KIND

- REF. 2/S1.0 FOR ADDITIONAL

INFO

09/03/2509/17/2509/18/25

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

GENERAL NOTES APPLY TO ALL SHEETS.

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,

TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO

COMPLETE THE DEMOLITION WORK AS INDICATED BY THE

CONTRACT DOCUMENTS.

CONTRACTOR TO VERIFY ALL DIMENSIONS.

ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT

EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT

EXCEED A SLOPE OF 1:50

THE DRAWINGS INDICATE BUILDING CONDITIONS PER EXISTING

DRAWINGS AND ACTUAL PROJECT INVESTIGATION. THE

CONTRACTOR SHALL ANTICIPATE POSSIBLE SLIGHT DEVIATION

FROM THESE DRAWINGS. REFER TO ARCHITECTURAL & MEP

DRAWINGS AND DETAILS FOR EXTENT OF DEMOLITION.

THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,

USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY

RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES,

SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL

PORTIONS OF THE WORK UNDER THE CONTRACT.

INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR

CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT

OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST

FREE AND ACCESSIBLE TO BUILDING OCCUPANTS. MAINTAIN IN

PLACE UNTIL COMPLETION OF CONSTRUCTION.

REMOVE ALL BUILDING PARTS AND/OR OTHER ITEMS TO ALLOW

FOR THE INSTALLATION AND CONNECTION OF NEW WORK,

COORDINATE THE WORK WITH THE HVAC, PLUMBING AND

ELECTRICAL DEMOLITION DRAWINGS.

REMOVAL OF THE BUILDING PARTS SHALL BE PERFORMED IN A

SAFE, ORDERLY AND CAREFUL MANNER, WITH THE

CONSIDERATION AT ALL TIMES FOR THE SAFETY AND WELFARE

OF THE OWNER, BLDG. OCCUPANTS, & PERSONNEL OF THE

CONTRACTOR AND/OR SUBCONTRACTOR.

MAINTAIN THE UTILITIES TO OCCUPIED SPACES AT ALL TIMES.

COORDINATE ANY UTILITY DOWNTIMES W/ OWNER. PROVIDE 72

HOUR ADVANCE NOTICE TO THE OWNER OF INTENDED UTILITY

SHUT DOWN AND/OR DISRUPTION.

ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE

MATERIAL SHALL BE ANSWERED BY THE OWNER, OR OWNER'S

REPRESENTATIVE. ALL ITEMS OTHER THAN FINISH MATERIALS

TO BE REMOVED AS PART OF THIS CONTRACT ARE INDICATED

WITH DASHED LINES ON DEMOLITION SHEETS. DISPOSE OF

THESE MATERIALS AND ITEMS AFTER CHECKING WITH OWNER

FOR ITEMS TO BE SALVAGED. SALVAGE ANY ITEMS REQUIRED

TO COMPLETE NEW WORK.

REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED TO

INSTALL NEW FINISHES, INCLUDING BUT NOT LIMITED TO:

PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES, TELEVISION

BRACKETS, WALL OUTLET COVERS, TOILET ACCESSORIES,

CORNER GUARDS, ETC. SAVE FOR REINSTALLATION AFTER

COMPLETION OF FINISH WORK.

PROTECT ALL EXISTING FINISHES, DOOR FRAMES, EQUIPMENT

AND MATERIALS THAT ARE TO REMAIN IN PLACE. DAMAGE TO

EXISTING COMPONENTS BY CONTRACTOR SHALL BE REPLACED

WITH NEW MATERIAL OF LIKE KIND AND QUALITY THAT MATCH

THE EXISTING STANDARDS. THE CONTRACTOR IS

RESPONSIBLE FOR PREPARING EXISTING SURFACES TO

RECEIVE NEW FINISHES SCHEDULED.

PROTECT EXISTING VEGETATION, INCLUDING EXISTING TREES

DURING CONSTRUCTION. REVEGETATE DAMAGED AREAS

ADJACENT TO NEW CONSTRUCTION; CONTRACTOR SHALL

MAINTAIN VEGETATED AREAS FOR 3 WEEKS AFTER INITIAL

PLANTING

REFER TO MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR OTHER WORK.

ELECTRICAL AND MECHANICAL INSTALLATIONS MAY REQUIRE

WORK ABOVE EXISTING CEILINGS BOTH IN THE AREA OF WORK

AND IN ADJACENT AREAS (POSSIBLY ON OTHER FLOORS).

REMOVE AND REINSTALL (OR REPLACE) CEILING TILES AND

GRID AS REQUIRED. REMOVE GYPSUM BOARD AT WALLS AND

CEILINGS AND REPLACE AS REQUIRED.

UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL

OUTLETS & FIXTURES IN REMODELED AREAS ARE TO BE

REMOVED & RETURNED TO OWNER. SEE ELECTRICAL SHEETS

FOR DEVICES & CIRCUITS TO BE REUSED.

ALL ITEMS AND ASSOCIATED CONNECTIONS ARE TO BE

REMOVED AND TERMINATED AT DESIGNATED POINTS. SERVICE

CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR

PLUGGED IN CONFORMITY WITH LOCAL LAWS AND

ORDINANCES, REQUIREMENTS OF PUBLIC UTILITY COMPANIES,

AND OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN

SUCH MANNER AS NOT TO INTERFERE WITH THE USE OF THE

OCCUPIED SPACES IN THE BUILDING.

IF A CONDUIT OR UTILITY LINE IS CUT WHILE SLEEVING OR

CUTTING THE SLAB OR REMOVING A PARTITION, THE

CONTRACTOR IS RESPONSIBLE FOR REPAIRING IT

IMMEDIATELY.

ANY EXISTING TO REMAIN FIREPROOFING OR FIRE ASSEMBLIES

DAMAGED DURING CONSTRUCTION ARE TO BE REPAIRED TO

ORIGINAL FIRE PROTECTION REQUIREMENTS.

IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING

STRUCTURE OPENED DURING DEMOLITION WITH

FIRESTOPPING MATERIAL AND/OR WATERPROOFING.

SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILINGS

AT RATED FIRE WALLS IN AREAS OF WORK.

ABV ABOVE D DRAIN FRT FIRE RESISTANT TREATED M METER PSF POUNDS PER SQUARE FOOT TB TACK BOARD ACOUS ACOUSTICAL DBL DOUBLE FT FOOT MAS MASONRY PSI POUNDS PER SQUARE INCH TOC TOP OF CURB ADJ ADJUSTABLE DEMO DEMOLISH, DEMOLITION FURR FURRING MAX MAXIMUM PT PRESSURE TREATED TOSC TOP OF STRUCTURAL CONCRETE AFF ABOVE FINISH FLOOR DEPT DEPARTMENT FWC FABRIC WALL COVERING MDF MEDIUM DENSITY FIBER BOARD TEL TELEPHONE

ALUM ALUMINUM DF DRINKING FOUNTAIN MED MEDIUM QT QUARRY TILE THK THICK

ALT ALTERNATE DIA or Ø DIAMETER GA GAUGE MEMB MEMBRANE QTB QUARRY TILE BASE TOB TOP OF BEAM

ANOD ANODIZED DIM DIMENSION GALV GALVANIZED MTL METAL TOP TOP OF PAVEMENT

APPROX APPROXIMATELY DIV DIVISION GB GRAB BAR MFGR MANUFACTURER RI RISER TOM TOP OF MASONRY AWP ACOUSTICAL WALL PANEL DL DEAD LOAD GC GENERAL CONTRACTOR MH MANHOLE R RADIUS TOS TOP OF STEEL (BOTTOM OF ROOF DECK)

DN DOWN GCLU GLAZED CMU MIN MINIMUM RB RUBBER BASE TP TOILET PARTITION

BD BOARD DS DOWN SPOUT GI GALVANIZED IRON MISC MISCELLANEOUS RCP REFLECTED CEILING PLAN TV TELEVISION BLDG BUILDING DSP DRY STAND PIPE GL GLASS MM MILLIMETER RD ROOF DRAIN TYP TYPICAL BOT BOTTOM DTL DETAIL GLB GLASS BLOCK MO MASONRY OPENING REF REFERENCE TZ TERRAZZO BW BOTH WAYS DWG DRAWING GMT GLASS MOSAIC TILE MOD MODULAR REFR REFRIGERATOR TZB TERRAZZO BASE

BM BENCH MARK GMTW GLASS MOSAIC TILE WALL MTD MOUNT(ED) (ING) REINF REINFORCING

E EAST GR GRADE MUL MULLION REQ REQUIRE(D) (ING) UC UNDERCUT

C CHANNEL EA EACH GYP GYPSUM REV REVISION UNO UNLESS OTHERWISE NOTED

CC CUBICAL CURTAIN EF EPOXY FLOOR GYP BD GYPSUM BOARD N NORTH RH RIGHT HAND USC UNDER SEPARATE CONTRACT

CK CORK EFB EPOXY FLOOR BASE NAT NATURAL RM ROOM(S)

CAB CABINET EJ EXPANSION JOINT HC HOLLOW CORE NIC NOT IN CONTRACT ROW RIGHT OF WAY VAR VARNISH CB CHALK BOARD EG END GUARD HDR HEADER NO or # NUMBER RVWC RIGID VINYL WALL COVERING VB VAPOR BARRIER CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL EL ELEVATION HDW HARDWARE NOM NOMINAL VB VINYL BASE CFOI CONTRACTOR FURNISH OWNER INSTALL ET EPOXY TERRAZZO FLOOR HDWD HARDWOOD NRC NOISE REDUCTION COEFFICIENT S SOUTH VCT VINYL COMPOSITION TILE CFT CUBIC FOOT ETB EPOXY TERRAZZO BASE HGT HEIGHT NTS NOT TO SCALE SB SPLASH BLOCK VERT VERTICAL

CG CORNER GUARD ELECT ELECTRICAL HM HOLLOW METAL SC SOLID CORE VEST VESTIBULE

CL, CENTER LINE EM ENTRANCE MAT HORIZ HORIZONTAL OC ON CENTER SCHED SCHEDULE VT VINYL TILE CLG CEILING EMER EMERGENCY HP HIGH POINT OD OUTSIDE DIAMETER SECT SECTION VTR VENT THROUGH ROOF CI CAST IRON ENCL ENCLOSURE HR HANDRAIL OFD OVERFLOW ROOF DRAIN SHR SHOWER VWC VINYL WALL COVERING CLO CLOSET EP EPOXY PAINT HVAC HEATING VENTILATION AIR CONDITIONING OFF OFFICE SIM SIMILAR CLR CLEAR EQ EQUAL OFOI OWNER FURNISH OWNER INSTALL SPECS SPECIFICATION(S) W WEST CMP CROWN MOLDING PAINTED EQUIP EQUIPMENT ID INSIDE DIAMETER OFCI OWNER FURNISH CONTRACTOR INSTALL SPK SPEAKER W/ WITH CMS CROWN MOLDING STAINED EWC ELECTRIC WATER COOLER INCL INCLUDING OVH OVERHEAD SQ SQUARE WBP WOOD BASE PAINTED CMT CERAMIC MOSAIC TILE EXP EXPANSION INSUL INSULATION OH OPPOSITE HAND SS STAINLESS STEEL WBS WOOD BASE STAINED CMTB CERAMIC MOSAIC TILE BASE EXIST EXISTING INT INTERIOR OPNG OPENING ST STONE WC WATER CLOSET CMTW CERAMIC MOSAIC TILE WALL EXT EXTERIOR IPS IRON PIPE SIZE OPP OPPOSITE STC STONE COUNTERTOP WD WOOD

CMU CONCRETE MASONRY UNIT STW STONE WALL WDS WOOD STAINED

CO CASED OPENING FA FIRE ALARM J JOIST P PAINT(ED) STB STONE BASE WIN WINDOW

COL COLUMN FBO FURNISHED BY OTHERS JAN JANITOR PARA PARALLEL STC STAINED CONCRETE W/O WITHOUT CONC CONCRETE FD FLOOR DRAIN JT JOINT PBD PARTICLE BOARD STD STANDARD WP WOOD PANELING PREFINISHED

CONST CONSTRUCTION

FE FIRE EXTINGUISHER PCF POUNDS PER CUBIC FOOT STL STEEL WPP WOOD PANELING PAINTED

CR

FEC FIRE EXTINGUISHER CABINET KIT KITCHEN PERF PERFORATED STO STORAGE WPS WOOD PANELING STAINED

CORR

CHAIR RAIL FFE FINISH FLOOR ELEVATION KO KNOCKOUT PERI PERIMETER STRUCT STRUCTURAL WS WATER STOP

CPT

CORRIDOR FHC FIRE HOSE CABINET PFL POUNDS PER LINEAR FOOT SV SHEET VINYL WSCT WAINSCOT

CPTB

CARPET FHVC FIRE HOSE VALVE CABINET L LENGTH/LONG PL PLATE SVB SHEET VINYL COVED BASE WT WEIGHT

CT

CARPET BASE FE FINISHED END LAB LABORATORY PLAM PLASTIC LAMINATE SYM SYMMETRICAL WWF WELDED WIRE FABRIC

CTB

CERAMIC TILE FLR FLOOR LAM LAMINATE PLAS PLASTER SYS SYSTEM

CTW

CERAMIC TILE BASE FOC FACE OF CONCRETE LH LEFT HAND PLYWD PLYWOOD

CERAMIC TILE WALL FOF FACE OF FINISH LI LINOLEUM PP PORCELAIN PAVER

CTSK COUNTERSINK FOM FACE OF MASONRY LIB LINOLEUM COVED BASE PPB PORCELAIN PAVER BASE

CYD CUBIC YARD FOS FACE OF STUDS LIT LINOLEUM TILE PPW PORCELAIN PAVER WALL

FPRF FIREPROOFING LL LIVE LOAD PR PAIR

CONT CONTINUOUS

NEW CONSTRUCTION

EXISTING CONSTRUCTION

DEMOLITION

HIDDEN LINE

BRICK

CONCRETE

CONCRETE BLOCK

EARTH

INSULATION, BATT

INSULATION, RIGID

METAL

PLYWOOD

FINISH GRADE

HARDWOOD

WOOD FRAMING

THROUGH MEMBER

WOOD FRAMING

INTERRUPTED MEMBER

PARTITION TYPES

DOOR NUMBER

KEY NOTE (NEW)

KEY NOTE (DEMO)

EQUIPMENT / ACCESSORY

WINDOW TAG

COLUMN GRID

ELEVATION HEIGHT

REVISION

INTERIOR

ELEVATION

SECTION

NORTH

ROOM NAME

A.F.F.

0'-0"

N

A123

NAME

ROOM NUMBER

REFER TO ROOM NUMBER

FOR TYPICAL INFORMATION

1t

SIM

MATCHLINE

EXTERIOR

ELEVATION

EXTERIOR WALL TYPES-

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

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F an in

S tre et , S ui te

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

ARCHITECTURAL NOTES,

SYMBOLS, AND

ABBREVIATIONS

A1.1

O 'C

O N

N

EL

L

RO

BE

RT

SO

N

, I N

C

O 'C

O N

N

EL

L

RO

BE

RT

SO

N

, I N

C

BASTROP COUNTY MAP CITY OF ELGIN MAP ELGIN ELEMENTARY SCHOOL

GENERAL PROJECT

NOTESARCHITECTURAL ABBREVIATIONS

ARCHITECTURAL

LINETYPES

ARCHITECTURAL

MATERIALS

ARCHITECTURAL

SYMBOLS

2 Stories, 28 Feet (Gymnasium) Building Height 1 Story, 20 Feet (School Building)

Existing Gymnasium 6,260 SF Existing Schoool Building 57,501 SF Existing Building Gross Square Footage 63,761 SF

Building Construction Type IIB

PROJECT SUMMARY

Existing Building Code 2021 International Existing Building Code with Local Amendments March 1, 2022

Accessibility Codes 2012 Texas Accessibilities Standards

Energy Conservation Code 2021 International Energy Conservation Code

Fuel Code 2021 Fuel Gas Code with Local Amendments March 1, 2022

Fire Code 2021 International Fire Prevention Code

Mechanical Code 2021 International Mechanical Code with Local Amendments March 1, 2022

Plumbing Code 2021 International Plumbing Code with Local Amendments March 1, 2022

Electrical Code 2020 National Electrical Code

Building Code 2021 International Building Code with Local Amendments March 1, 2022

APPLICABLE CODES AND STANDARDS

JURISDICTION: City of Elgin TX LOCATION: 1005 W 2nd St, Elgin TX 78261 PROJECT: Elgin ES MEP Upgrades

OR PROJECT NUMBER: 2167.09

OWNER: Elgin ISD

BUILDING CODE ANALYSIS

09/24/2025

COMMONS

COMMONS

M

IN

. C

LR

'-0

8' -0

M

IN

. C

LR

5' -0

MIN. CLR.

5'-0"

MIN. CLR.

5'-0"

GATE WIDTH

5'-0" 4'-0"

20'-0"

8'-0"

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

, S an A nt on io , T ex as

F an in

S tre et , S ui te

, H ou st on

, T ex as p:

.4

.7 f

2.

8.

p:

.2

.6 f

0.

4.

p:

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7.

C :\U se rs

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

EQUIPMENT YARD PLANS

A1.2

O 'C

O N

N

EL

L

RO

BE

RT

SO

N

, I N

C

O 'C

O N

N

EL

L

RO

BE

RT

SO

N

, I N

C

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

DEMOLITION SITE PLAN - EQUIPMENT YARD1 SCALE: 1/8" = 1'-0"

SITE PLAN - EQUIPMENT YARD2

KEYNOTE LEGEND

140 6'-0" HIGH BLACK ORNAMENTAL STEEL FENCE WITH

GATE, WIDTH AS DIMENSIONED ON PLANS-

MANUFACTURER: AMERISTAR MODEL MONTAGE PLUS,

OR APPROVED EQUAL. PROVIDE ALL ITEMS

NECESSARY FOR COMPLETE INSTALLATION. INSTALL

WITH CONCRETE PIERS PER MANUFACTURER'S

RECOMMENDATIONS.

153 NEW CONCRETE TRANSFORMER PAD

154 NEW DISCONNECT SWITCHES

270 REMOVE AND DEMOLISH BRICK SCREEN AND EXISTING

METAL GATES

271 EXISTING HOUSEKEEPING PAD TO BE DEMOLISHED

272 EXISTING TRANSFORMER TO BE REMOVED AND

RELOCATED BY UTILITY PROVIDER

273 REMOVE AND DEMOLISH EXISTING DISCONNECT

SWITCHES

AB

C2

KEY PLAN

D

A2

C

3.

4.

5.

6.

7.

8.

9.

THE CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, TOOLS, EQUIPMENT AND RELATED ITEMS

REQUIRED TO COMPLETE THE DEMOLITION WORK AS

INDICATED BY THE CONTRACT DOCUMENTS

THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE

WORK, USING HIS BEST SKILL AND ATTENTION. HE

SHALL BE SOLELY RESPONSIBLE FOR ALL DEMOLITION

MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES. AND FOR COORDINATING ALL PORTIONS

OF THE WORK UNDER THE CONTRACT.

THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES

AND INSPECTIONS REQUIRED FOR THE EXECUTION OF

THE WORK

SERVICE CONNECTIONS SHALL BE SAFELY REMOVED,

CAPPED OR PLUGGED IN COMFORMITY WITH LOCAL

LAWS AND ORDINANCES, REQUIREMENTS OF LOCAL

UTILITY COMPANIES, AND THE NATIONAL BOARD OF

FIRE UNDERWRITERS, AND IN SUCH MANNER AS TO

NOT TO INTERFERE WITH USE OF THE OCCUPIED

SPACES IN THE BUILDING

REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED

TO INSTALL NEW FINISHES, INCLUDED BUT NOT LIMITED

TO PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES,

TELEVISION BRACKETS, WALL OUTLET COVERS, ETC.

SAVE FOR REINSTALLATION AFTER COMPLETION OF

FINISH WORK

ANY QUESTIONS CONCERNING OWNERSHIP OF

SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE

OWNER, OR THE OWNER'S REPRESENTATIVE

INSTALL TEMPORARY DUST PARTITIONS WITH DOORS

FOR CONSTRUCTION ACCESS AROUND AREAS OF

WORK SO THAT OPERATIONS IN EXISTING ADJACENT

AREAS REMAIN DUST FREE. MAINTAIN IN PLACE UNTIL

COMPLETION OF CONSTRUCTION

SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE

CEILING AT FIRE RATED AND SMOKE PARTITIONS IN

AREAS OF WORK AS REQUIRED TO MAINTAIN RATING

PATCH AND PREP FOR NEW FINISHES. EXISTING

PARTITIONS TO REMAIN UNAFFECTED BY DEMOLITION.

TRUE NORTH PLAN NORTH

N N

ADMIN

126ADMIN

ADMIN

ADMIN

ADMIN

HALL

ADMIN

ADMIN

ADMIN

CLOSET

CLOSET

TLT

TLTTLT CLOSET

TLT

ADMIN

ADMIN

MECH

MECH

ADMIN

LIBRARY

STOR STOR

ADMIN

ADMIN

CORRIDOR

TLT TLT

ADMIN

WORKROOM

ADMIN

ADMIN

CORRIDOR

HALL

HALL

HALL

214 214

TLT

215215215

213 215

215213

213 213

215 215

TLT TLT

CLASSROOM

CLASSROOM

TLT TLT

CLASSROOM

CLASSROOM

TLT TLT

CLASSROOM

TLT TLT

CLASSROOM

CLASSROOM

TLT TLT

CLASSROOM

CLASSROOM

TLT TLT

CLASSROOM

CLASSROOM

CLASSROOM

CORRIDOR

215215215215215215

215 215 215 215 215 215

213214214214214214

214 214 214 214 214 213

COMMONS

VESTIBULE

215214

214 215

KITCHEN

OPEN TO STRUCTURE U.N.O.

2' X 2' ACT

GYP. BOARD

2' X 4' ACT

1.

2.

3.

4.

5.

NEW CEILING HEIGHTS TO MATCH EXISTING. MATCH

CEILING HEIGHT TO EXISTING EDGE METAL FASTENER

LOCATIONS.

CEILING TYPES INDICATED IN LEGEND.

PAINT DESIGNATIONS AT GYP CEILINGS AND FURR

DOWNS APPLY TO ALL EXPOSED GYP U.N.O. COLOR

SELECTION TO MATCH EXISTING.

NOT ALL CEILING DEVICES ARE SHOWN ON THE

ARCHITECTURAL REFLECTED CEILING PLAN, DEVICES

ARE SHOWN TO REPRESENT THE DESIRED LOCATION

AND IMPACT ON DESIGN INTENT.

CEILING DEVICES MAY BE SHOWN IN MULTIPLE

DOCUMENTS FOR COORDINATION.

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

, S an A nt on io , T ex as

F an in

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

DEMOLITION REFLECTED

CEILING PLANS

A2.1

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GENERAL

DEMOLITION NOTES

KEYNOTE LEGEND

203 DEMOLISH EXISTING WALL

213 REMOVE AND DEMOLISH EXISTING CEILING TILES AND

GRID IN THEIR ENTIRETY IN THIS ROOM.

214 REMOVE AND SALVAGE EXISTING CEILING TILES AND

GRID IN THIS ROOM AS NEEDED FOR MECHANICAL

SCOPE, REF. MECHANICAL PLANS

215 REMOVE AND SALVAGE EXISTING LIGHT FIXTURES,

OCCUPANCY SENSORS, SMOKE DETECTORS,

SPEAKERS, WAPS, ETC. PROTECT AND STORE FOR

RE-USE. REF. ELECTRICAL PLANS FOR SPECIFIC

SCOPE AT EACH INDIVIDUAL DEVICE.

AB

C2

KEY PLAN

D

A2

C

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

DEMOLITION REFLECTED CEILING PLAN - AREA A1

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

DEMOLITION REFLECTED CEILING PLAN - AREA B3

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

DEMOLITION REFLECTED CEILING PLAN - AREA C2

RCP LEGEND

GENERAL RCP NOTES

3.

4.

5.

6.

7.

8.

9.

THE CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, TOOLS, EQUIPMENT AND RELATED ITEMS

REQUIRED TO COMPLETE THE DEMOLITION WORK AS

INDICATED BY THE CONTRACT DOCUMENTS

THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE

WORK, USING HIS BEST SKILL AND ATTENTION. HE

SHALL BE SOLELY RESPONSIBLE FOR ALL DEMOLITION

MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES. AND FOR COORDINATING ALL PORTIONS

OF THE WORK UNDER THE CONTRACT.

THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES

AND INSPECTIONS REQUIRED FOR THE EXECUTION OF

THE WORK

SERVICE CONNECTIONS SHALL BE SAFELY REMOVED,

CAPPED OR PLUGGED IN COMFORMITY WITH LOCAL

LAWS AND ORDINANCES, REQUIREMENTS OF LOCAL

UTILITY COMPANIES, AND THE NATIONAL BOARD OF

FIRE UNDERWRITERS, AND IN SUCH MANNER AS TO

NOT TO INTERFERE WITH USE OF THE OCCUPIED

SPACES IN THE BUILDING

REMOVE ALL MISCELLANEOUS DEVICES AS REQUIRED

TO INSTALL NEW FINISHES, INCLUDED BUT NOT LIMITED

TO PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES,

TELEVISION BRACKETS, WALL OUTLET COVERS, ETC.

SAVE FOR REINSTALLATION AFTER COMPLETION OF

FINISH WORK

ANY QUESTIONS CONCERNING OWNERSHIP OF

SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE

OWNER, OR THE OWNER'S REPRESENTATIVE

INSTALL TEMPORARY DUST PARTITIONS WITH DOORS

FOR CONSTRUCTION ACCESS AROUND AREAS OF

WORK SO THAT OPERATIONS IN EXISTING ADJACENT

AREAS REMAIN DUST FREE. MAINTAIN IN PLACE UNTIL

COMPLETION OF CONSTRUCTION

SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE

CEILING AT FIRE RATED AND SMOKE PARTITIONS IN

AREAS OF WORK AS REQUIRED TO MAINTAIN RATING

PATCH AND PREP FOR NEW FINISHES. EXISTING

PARTITIONS TO REMAIN UNAFFECTED BY DEMOLITION.

TRUE NORTH PLAN NORTH

N N

CLASSROOM

CLASSROOM

CORRIDOR

CLASSROOM

GIRLS

RR

BOYS

RR

CLASSROOM

CLASSROOM

CLASSROOM

214 214 214

214214214

215 215 215

215215215

JANITOR

SUPPLY

ROOM

215214

215213

214 215

MECH

GIRLS

RR

BOYS

RRCLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

HALL

CORRIDOR

MECH

213 214 214 214

214214214

213214214

215 215 215 215

215215215

215215215

OPEN TO STRUCTURE U.N.O.

2' X 2' ACT

GYP. BOARD

2' X 4' ACT

1.

2.

3.

4.

5.

NEW CEILING HEIGHTS TO MATCH EXISTING. MATCH

CEILING HEIGHT TO EXISTING EDGE METAL FASTENER

LOCATIONS.

CEILING TYPES INDICATED IN LEGEND.

PAINT DESIGNATIONS AT GYP CEILINGS AND FURR

DOWNS APPLY TO ALL EXPOSED GYP U.N.O. COLOR

SELECTION TO MATCH EXISTING.

NOT ALL CEILING DEVICES ARE SHOWN ON THE

ARCHITECTURAL REFLECTED CEILING PLAN, DEVICES

ARE SHOWN TO REPRESENT THE DESIRED LOCATION

AND IMPACT ON DESIGN INTENT.

CEILING DEVICES MAY BE SHOWN IN MULTIPLE

DOCUMENTS FOR COORDINATION.

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

DEMOLITION REFLECTED CEILING PLAN - AREA C - ALTERNATE 11

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

DEMOLITION REFLECTED CEILING PLAN - AREA A - ALTERNATE 22

Revisions:

A us tin Sa n A nt on io Ho us to n

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F an in

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.4

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2.

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p:

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0.

4.

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

DEMOLITION REFLECTED

CEILING PLANS -

ALTERNATES

A2.2

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GENERAL

DEMOLITION NOTES

KEYNOTE LEGEND

213 REMOVE AND DEMOLISH EXISTING CEILING TILES AND

GRID IN THEIR ENTIRETY IN THIS ROOM.

214 REMOVE AND SALVAGE EXISTING CEILING TILES AND

GRID IN THIS ROOM AS NEEDED FOR MECHANICAL

SCOPE, REF. MECHANICAL PLANS

215 REMOVE AND SALVAGE EXISTING LIGHT FIXTURES,

OCCUPANCY SENSORS, SMOKE DETECTORS,

SPEAKERS, WAPS, ETC. PROTECT AND STORE FOR

RE-USE. REF. ELECTRICAL PLANS FOR SPECIFIC

SCOPE AT EACH INDIVIDUAL DEVICE.

AB

C2

KEY PLAN

D

A2

C

RCP LEGEND

GENERAL RCP NOTES

CEILING AS SCHEDULED

MECH. ROOM

V.

I.F

EXISTING STRUCTURAL

CLAY TILE

5/8" GYP BOARD

METAL STUD W/

BATT INSULATION

5 3/4"

CEILING AS SCHEDULED

MECH. ROOM

V.

I.F

EXISTING STRUCTURAL

CLAY TILE

5/8" GYP BOARD

3 3/4"

METAL STUD W/

BATT INSULATION

CEILING AS SCHEDULED

MECH. ROOM

N

EW

D U

C T

H T.

V.

I.F

EXISTING STRUCTURAL

CLAY TILE

3 5/8" METAL STUD W/

BATT INSULATION

5/8" GYP BOARD

3 3/4"

CONT. FIRESTOP SPRAY 1/8"

THICK, LAP OVER GYP BD &

STEEL DECK MIN. 1/2"

CENTERLINE OF SCREW FASTENER

FILL JOINT SOLID W/4 pcf

DENSITY MINERAL WOOL-

FLUSH W/ WALLBOARD,TYP

CONT. 20 GA. METAL

TRACK W/ 1 1/2" FLANGE

SOUND ATTENUATION

BATTS AS SPECIFIED

DEFLECTION CLIP AT

EACH STUD

FLOOR/ROOF CONSTRUCTION

A7.3

TYP

4"

1/ 2"

G

AP

CENTERLINE OF SCREW

FASTENER

CONT. 20 GA. METAL

TRACK W/ 1 1/2" FLANGE

FILL JOINT SOLID WITH 4 pcf

DENSITY MINERAL WOOL-

FLUSH W/ WALLBOARD,TYP

CONT. FIRESTOP SPRAY

1/8" THICK, LAP OVER GYP

BD & STEEL DECK-TYP.

FILL FLUTES SOLID WITH 4 pcf

DENSITY MINERAL WOOL,

FLUSH W/ WALL BOARD, TYP.

SOUND ATTENUATION

BATTS AS SPECIFIED

DEFLECTION CLIP

AT EACH STUD

FLOOR/ROOF CONSTRUCTION

A7.3

TYP

1/ 2"

G

AP 4"

CONT. 20 GA. METAL

TRACK W/ 1 1/2"

FLANGE

TOP OF METAL TRACK

TOP OF GYP BDDEFLECTION

CLIP

METAL STUD

CONT STEEL PLATE

FLOOR/ROOF DECK

CONT. FIRE STOP SPRAY

MINERAL WOOL INSULATION

METAL DECK FLUTE

A7.3

DEFLECTION

CLIP

CONT. 20 GA. METAL

TRACK W/ 1 1/2" FLANGE

TOP OF METAL TRACK

METAL STUD

FLOOR/ROOF DECK

FILL VOID SOLID W/4 pcf

DENSITY MINERAL

WOOL- FLUSH W/

WALLBOARD,TYP

TOP OF GYP BD

CONT. FIRE STOP SPRAY

A7.3

CEILING AS SCHEDULED

MECH. ROOM

V.

I.F

EXISTING STRUCTURAL

CLAY TILE

1'-0"

EXISTING GYP WALL

5/8" GYP BOARD

3 5/8" METAL STUD W/

BATT INSULATION

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

PARTITION D EXTENSION DETAIL3

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

PARTITION PERPENDICULAR TO DECK5 SCALE: 1 1/2" = 1'-0"

PARTITION PARALLEL TO DECK6 SCALE: 3" = 1'-0"

SECTION AT TOP OF WALL

PARALLEL TO FLOOR/ROOF DECK8SCALE: 3" = 1'-0"

SECTION AT TOP OF WALL

PERPENDICULAR TO FLOOR/ROOF DECK7

SCALE: 1" = 1'-0"

PARTITION A INFILL DETAIL1 SCALE: 1" = 1'-0"

PARTITION C INFILL DETAIL2 SCALE: 1" = 1'-0"

PARTITION F INFILL DETAIL4

Revisions:

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

PARTITION DETAILS

A7.3

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STOR STOR

MECH

MECH

ADMIN

LIBRARY

CORRIDOR

HALL

CORRIDOR

ADMIN

ADMIN

ADMIN

ADMIN

ADMIN

CLOSET

WORKROOM

TLT

TLTCLOSETTLT

TLTTLT

ADMIN

ADMIN

TLT TLT

ADMIN

HALL

ADMIN

ADMIN

HALL

HALL

ADMIN

ADMIN

ADMIN

ADMIN

ADMIN

CLOSET

802 802 802

802 802

802802

803803803

803 803

802 802804 804

V.I.F.

4'-10"

V.I.F.

2'-3"

V.

I.F

3'

-1 0"

V.

I.F

1'

-1 1"

V.I.F.

3'-0"

V.I.F.

3'-4"

V.I.F.

1'-4"

V.I.F.

4'-8"

OPEN TO STRUCTURE U.N.O.

2' X 2' ACT

GYP. BOARD

2' X 4' ACT

1.

2.

3.

4.

5.

NEW CEILING HEIGHTS TO MATCH EXISTING. MATCH

CEILING HEIGHT TO EXISTING EDGE METAL FASTENER

LOCATIONS.

CEILING TYPES INDICATED IN LEGEND.

PAINT DESIGNATIONS AT GYP CEILINGS AND FURR

DOWNS APPLY TO ALL EXPOSED GYP U.N.O. COLOR

SELECTION TO MATCH EXISTING.

NOT ALL CEILING DEVICES ARE SHOWN ON THE

ARCHITECTURAL REFLECTED CEILING PLAN, DEVICES

ARE SHOWN TO REPRESENT THE DESIRED LOCATION

AND IMPACT ON DESIGN INTENT.

CEILING DEVICES MAY BE SHOWN IN MULTIPLE

DOCUMENTS FOR COORDINATION.

TRUE NORTH PLAN NORTH

N N

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CORRIDOR

TLTTLTTLTTLTTLTTLT

TLT TLT TLT TLT TLT TLT

802 802 802 802 802 802

802 802 802 802 802 802

803803803803803

803 803 803 803 803

COMMONS

VESTIBULE

803802

KITCHEN

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

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F an in

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, T ex as p:

.4

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p:

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0.

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

REFLECTED CEILING

PLANS AND DETAILS

A9.1

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O 'C

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

REFLECTED CEILING PLAN - AREA A1

RCP LEGEND

GENERAL RCP NOTES

KEYNOTE LEGEND

302 INFILL PARTITION AROUND NEW DUCTWORK TO

MATCH EXISTING CONSTRUCTION WITH PARTITION

TYPE C.

303 INFILL PARTITION AROUND NEW DUCTWORK TO

MATCH EXISTING CONSTRUCTION WITH PARTITION

TYPE A.

802 REINSTALL SALVAGED AND STORED EXISTING

LIGHTING, OCCUPANCY SENSORS, SMOKE

DETECTORS, SPEAKERS, WAPS, ETC. TO MATCH

ORIGINAL EXISTING CONDITION. CLEAN LIGHT LENSES

BEFORE RE-INSTALLATION.

803 REINSTALL SALVAGED EXISTING CEILING MATERIAL TO

MATCH ORIGINAL EXISTING CONDITION. USE

SPECIFIED UNIT PRICE FOR NEW CEILING MATERIAL

AS NEEDED TO REPLACE DAMAGED NON-REUSABLE

CEILING MATERIAL.

804 NEW CEILING TO BE INSTALLED

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

REFLECTED CEILING PLAN - AREA B3

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

REFLECTED CEILING PLAN - AREA C2

AB

C2

KEY PLAN

D

A2

C

SUPPLY ROOM

BOYS

RR

CLASSROOM

JANITOR

MECH

GIRLS

RR

CLASSROOM

CORRIDOR

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

802 802 802

802 802 802

803 803 803

803803803

802 803

V.

I.F

4'

-0

V.

I.F

2'

-2

V.I.F.

3"

V.I.F.

4'-0"

OPEN TO STRUCTURE U.N.O.

2' X 2' ACT

GYP. BOARD

2' X 4' ACT

1.

2.

3.

4.

5.

NEW CEILING HEIGHTS TO MATCH EXISTING. MATCH

CEILING HEIGHT TO EXISTING EDGE METAL FASTENER

LOCATIONS.

CEILING TYPES INDICATED IN LEGEND.

PAINT DESIGNATIONS AT GYP CEILINGS AND FURR

DOWNS APPLY TO ALL EXPOSED GYP U.N.O. COLOR

SELECTION TO MATCH EXISTING.

NOT ALL CEILING DEVICES ARE SHOWN ON THE

ARCHITECTURAL REFLECTED CEILING PLAN, DEVICES

ARE SHOWN TO REPRESENT THE DESIRED LOCATION

AND IMPACT ON DESIGN INTENT.

CEILING DEVICES MAY BE SHOWN IN MULTIPLE

DOCUMENTS FOR COORDINATION.

TRUE NORTH PLAN NORTH

N N

CLASSROOM

CLASSROOM

CLASSROOM

305 GIRLS

RR

BOYS

RR

CLASSROOM

CLASSROOM

CLASSROOM

CORRIDOR

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

HALL

CLASSROOM

MECH

802 802 802

802802

802 802

802802802802

804 803 803 803

803803803804

804803803

V.

I.F

2'

-6

V.

I.F

1'

-5

V.I.F.

2'-0"

V.I.F.

5'-0"

V.

I.F

3'

-4

V.

I.F

7"

Revisions:

A us tin Sa n A nt on io Ho us to n

Ba rto n Sp rin gs

R oa d , S ui te

, A us tin , T ex as

B ro ad w ay

, S ui te

, S an A nt on io , T ex as

F an in

S tre et , S ui te

, H ou st on

, T ex as p:

.4

.7 f

2.

8.

p:

.2

.6 f

0.

4.

p:

.4

.1 f

3.

7.

C :\U se rs

\k go ss et t\D oc um en ts \2

7.

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09/25/25 Project No. 2167.09

CONTRACT DOCUMENTS

REFLECTED CEILING

PLANS AND DETAILS -

ALTERNATES

A9.2

O 'C

O N

N

EL

L

RO

BE

RT

SO

N

, I N

C

O 'C

O N

N

EL

L

RO

BE

RT

SO

N

, I N

C

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

REFLECTED CEILING PLAN - AREA A - ALTERNATE 22

RCP LEGEND

GENERAL RCP NOTES

KEYNOTE LEGEND

300 INFILL PARTITION AROUND NEW DUCTWORK TO

MATCH EXISTING CONSTRUCTION WITH PARTITION

TYPE F.

301 EXTEND EXISTING PARTITION TYPE D TO ROOF DECK,

WITH PENETRATIONS FOR NEW DUCTWORK. RE:

MECHANICAL PLANS

302 INFILL PARTITION AROUND NEW DUCTWORK TO

MATCH EXISTING CONSTRUCTION WITH PARTITION

TYPE C.

802 REINSTALL SALVAGED AND STORED EXISTING

LIGHTING, OCCUPANCY SENSORS, SMOKE

DETECTORS, SPEAKERS, WAPS, ETC. TO MATCH

ORIGINAL EXISTING CONDITION. CLEAN LIGHT LENSES

BEFORE RE-INSTALLATION.

803 REINSTALL SALVAGED EXISTING CEILING MATERIAL TO

MATCH ORIGINAL EXISTING CONDITION. USE

SPECIFIED UNIT PRICE FOR NEW CEILING MATERIAL

AS NEEDED TO REPLACE DAMAGED NON-REUSABLE

CEILING MATERIAL.

804 NEW CEILING TO BE INSTALLED

AB

C2

KEY PLAN

D

A2

C

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

REFLECTED CEILING PLAN - AREA C - ALTERNATE 11

HVAC EQUIPMENT

AC AIR CONTROL

ACC AIR COOLED CHILLER

AP ACCESS PANEL

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

B BOILER

BV BALANCING VALVE

CH CHILLER

CC DX COOLING COIL

CHP CHILLED WATER PUMP

CRU CONDENSATE RETURN UNIT

CT COOLING TOWER

CU CONDENSING UNIT

CV CONSTANT VOLUME TERMINAL UNIT

CWP CONDENSER WATER PUMP

DHP DUCT HEAT PIPE

EDH ELECTRIC DUCT HEATER

EF EXHAUST FAN

ESG ELECTRIC STEAM GENERATOR

ET EXPANSION TANK

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FF FILTER FEEDER

FH FUME HOOD

GEF GENERAL EXHAUST FAN

H HUMIDIFIER

HCU HUMIDITY CONTROL UNIT

HC HEATING COIL

HP HEAT PUMP

HRU HEAT RECOVERY UNIT

HWP HEATING WATER PUMP

KEF KITCHEN EXHAUST FAN

KH KITCHEN EXHAUST HOOD

KSF KITCHEN SUPPLY FAN

L LOUVER

MAU MAKE-UP AIR UNIT

MASF MAKE-UP AIR SUPPLY FAN

ML MIXING LATERAL

OAI OUTSIDE AIR INTAKE

OAU OUTSIDE AIR UNIT

OAF OUTSIDE AIR FAN

PCHP PRIMARY CHILLED WATER PUMP

PF PURGE FAN

PTHP PACKAGED TERMINAL HEAT PUMP

PTAC PACKAGED TERMINAL AIR CONDITIONING UNIT

PV PENTHOUSE VENTILATOR

RH RADIANT HEATER

RF RELIEF FAN

RPZ REDUCED PRESSURE BACK FLOW PREVENTER

RTU SINGLE PACKAGED (ROOFTOP) AIR CONDITIONING UNIT

SCHP SECONDARY CHILLED WATER PUMP

SEF SMOKE EVACUATION FAN

SF SUPPLY FAN

SPF SMOKE PURGE FAN

PACU PACKAGED AIR CONDITIONING UNIT

UH UNIT HEATER

V / VAV VARIABLE VOLUME AIR TERMINAL UNIT

WSHP WATER SOURCE HEAT PUMP

NOT ALL WILL

APPEAR ON

THE DRAWINGS

BDD BACKDRAFT DAMPER

ERU ENERGY RECOVERY UNIT

ERV ENERGY RECOVERY VENTILATOR

FFU FAN FILTER UNIT

IU VARIABLE REFRIGERANT FLOW INDOOR UNIT

OU VARIABLE REFRIGERANT FLOW OUTDOOR UNIT

LEF LAB EXHAUST FAN

MB MIXING BOX

SAF SUPPLY AIR FAN

VFD VARIABLE FREQUENCY DRIVE

RAF RETURN AIR FAN

T

SP

SPS

PM

SD

FSD

FD

DD

#H

CO2

CO

NOT ALL WILL

APPEAR ON

THE DRAWINGS

M

20x8 SA

BOTTOM CONNECTION (45° OR 90°)

CAPPED OUTLET (TOP CONNECTION)

GATE VALVE

BALANCING…