ESBD_393688_1738699993254_HHS0015184 Attachment H-1a.pdf

Attachment H-1 Project Drawings o o oo o o o o o o o o o o o o o p p p p p p p pp p p p p p p p p p l l l l l

B.R.

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KELLY A.F.B.

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STINSON

FIELD

U.S.A.F.

AEROSPACE

MEDICAL CENTER

CHINA

GROVE

KIRBY

FORT SAM HOUSTON

TERRELL

HILLS

ALAMO

HEIGHTS

OLMOS

PARK

LIVE

OAK

SELMA

UNIVERSAL

CITY

SCHERTZ

RANDOLPH

A.F.B.

CONVERSE

WINDCREST

SAN ANTONIO

INTERNATIONAL

AIRPORT

HOLLYWOOD

PARK

HILL

COUNTRY

VILLAGE

CASTLE

HILLS

SHAVANO

PARK

BRACKENRIDGE

PARK

PROJECT

LOCATION

PROJECT SITE

BUILDING 521

WAHRMOND CT.

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PROJECT SITE

BUILDING 598

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JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

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FINAL CONSTRUCTION DOCUMENTS

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PREPARED FOR

TEXAS HEALTH AND HUMAN SERVICES COMMISSION

PROJECT NUMBER: 24-207-SAH

6711 S. NEW BRAUNFELS AVE.

SAN ANTONIO, TEXAS 78223

SAN ANTONIO STATE HOSPITAL

ALAMO HALL GERIATRIC MSU RENOVATIONS

FINAL CONSTRUCTION DOCUMENTS

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

PROJECT SITE

MAIN

DRIVE S

MAIN DRIVE N

COTTAGE RD N

MAIN DRIVE N

MAIN DRIVE N

SERVICE RD N

SERVICE RD E

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ARCHITECTURAL MEP CIVIL BEHAVIORAL HEALTH TECHNOLOGY & SECURITY

DEWBERRY ARCHITECTS INC.

401 SOUTHWEST WATER STREET

SUITE 701 PEORIA, IL 61602-1530

PHONE: (309)282-8000

FAX: (309)282-8001

CONTACT: BROOKE MARTIN

EMAIL: bmartin@dewberry.com

CONTACT: CASSANDRA FRANCO

EMAIL: cfranco@dewberry.com

CHESNEY MORALES PARTNERS, INC.

4901 BROADWAY, SUITE 250

SAN ANTONIO, TEXAS 78209

(210) 828-9481

CONTACT: JASON WALTERS

EMAIL: jwalters@chesneymorales.com

STRUCTURAL

INTELLIGENT ENGINEERING SERVICES

1045 CENTRAL PARKWAY NORTH,

SUITE 200, SAN ANTONIO, TEXAS 78232

(210)349-9098

CONTACT: VINCE GUERRA

EMAIL: vguerra@ie-services.com

BAIN MEDINA BAIN, INC

7073 SAN PEDRO AVE, SAN

ANTONIO, TEXAS 78216

(210)494.7223

CONTACT: ROGER MEDINA

EMAIL: rogerm@bmbi.com

MOOSE ENGINEERS

1344 S FLORES, SUITE 203 SAN

ANTONIO, TEXAS 78204

(210)361.1400

CONTACT: AUSTIN KACE

EMAIL: austink@clearyzimmermann.com

DEWBERRY ENGINEERS INC.

401 SOUTHWEST WATER STREET

SUITE 701 PEORIA, IL 61602-1530

PHONE: (309)282-8000

FAX: (309)282-8001

CONTACT: CRAIG CLARY

EMAIL: cclary@dewberry.com

Revision Schedule

No. Description Date

CONSTRUCTION DOCUMENT ORGANIZATION

THIS SET OF CONSTRUCTION DOCUMENTS IS PRESENTED IN TWO

PARTS - A SET OF TECHNICAL SPECIFICATIONS AND A SET OF

DRAWINGS ON 24" X 36" SHEETS.

1. SPECIFICATIONS

Specifications are organized according to the 16 divisions of the UNIFORM CONSTRUCTION INDEX as follows:

Division 1 General Requirements Division 2 Existing Conditions Division 3 Concrete Division 4 Masonry Division 5 Metals Division 6 Wood, Plastics, and Composites Division 7 Thermal and Moisture Protection Division 8 Openings (This section contains door schedule and hardware schedule) Division 9 Finishes (This section contains room finish schedule) Division 10 Specialities Division 11 Equipment Division 12 Furnishings Division 13 Special Construction Division 14 Conveying Equipment Division 21 Fire Suppression Division 22 Plumbing Division 23 Heating Ventilating and Air Conditioning Division 26 Electrical Division 27 Communications Division 28 Electronic Safety and Security Division 31 Earthwork Division 32 Exterior Improvements Division 33 Utilities

2. DRAWINGS

DRAWINGS are organized according to disciplines, with each discipline describing a general aspect of the construction.

Disciplines are arranged as follows:

A - ARCHITECTURAL

Work required to produce the basic building envelope, including: floor plan(s), roof plan(s), exterior elevation, building sections, wall sections, stair details, exterior enclosure details.

M - MECHANICAL

Work related to heating, ventilating, cooling and plumbing systems.

E - ELECTRICAL

Work related to electrical systems.

P - PLUMBING

Work related to plumbing systems.

3. SHEET NUMBERING

Each sheet of drawing is numbered in the lower right hand corner.

Sheets are numbered sequentially.

4. DRAWING NUMBERING

Each drawing is numbered preceding the drawing title. Drawings are numbered first by the sheet number, then by the drawing number.

5. SYMBOLS

This symbol represents the direction of plan north.

This symbol is a key to a building section drawing taken along the straight line of the symbol. The arrow points in the direction of the view for the section. The number is a reference to the section drawing.

This symbol is a key to a detail drawn of the area within the circle. The number is a reference to the detail drawing.

This symbol is a key to an elevation drawing. The arrow points in the direction of the view for the elevation. The number is a reference to the elevation drawing.

This symbol is a key to the door schedule. All doors are keyed with a letter prefix followed by door number.

6. KEYNOTES

A system of KEY NOTES containing written description and notation is used for all architectural plan and elevation drawings.

KEY NOTES are typically located in a column along the right side of each sheet. Each note is numbered and keyed to a corresponding circled number on the appropriate drawing.

7. DRAWING NOTES

A system of DRAWING NOTES containing written description and notation is used for all section and details drawings. DRAWING NOTES are located adjacent to each drawing on the sheet.

8. PARTITION TYPE

A system of identifying different construction types of partitions.

Single square containing a number or combination of number and letter which is indicated on floor plans and the corresponding partition type is described as section detail in the partition type sheet.

9. DIMENSIONS

All plan dimensions are to the face of wall finish or face of masonry unless otherwise noted. All vertical dimensions are nominal and assume a level finish floor condition. Run all horizontal reveals level. Field verify exact vertical dimension.

A4

NORTH

A101

A101

A101

A101

PLASTIC LAMINATE (EXAMPLE)

orA4 A

This symbol is a key to a wall section drawing taken along the straight line of the symbol. The arrow points in the direction of the view for the section. The number is a reference to the section drawing.

?4

View Name 1/8" = 1'-0"

Detailed Floor Plan

A.Allowance No. 1: Include the sum of One Hundred Forty Thousand Dollars and no/100 ($140,000) to Remove, Store, and Reinstall Existing Furniture and Furnish and Install New Furniture in Alamo Hall Building 521 and Seidel Building 598 refer to Equipment / Furniture Drawings.

B.Allowance No. 2: Include the sum of Fifty-Four Thousand Dollars and no/100 ($54,000.00) to Furnish and Install interior signs to be located as determined by the Owner and Architect in Alamo Hall Building 521 and Seidel Building 598. Owner will supply to Contractor room names and number for each sign. Refer to Specification Section 101400 - Signage.

C.Allowance No. 3: Include the sum of Three Thousand Dollars and no/100 ($3,000.00) to Furnish and Install exterior signage at Seidel, Building 598, to be located as determined by the Owner and Architect.

D.Allowance No. 4: Include the sum of Sixty Thousand Dollars and no/100 ($60,000) to Remove, Store, and Reinstall Wardrobe Units in Patient Rooms. Allowance includes replacement / repair of damaged Wardrobe Units and walls caused by existing anti-pick sealant during removal. The cost of replacement / repair of other damage to Wardrobe Units caused by Contractor, will be borne by the Contractor. Contractor to move one Wardrobe Unit as mock-up.

Photographic proof of damaged Wardrobe Units caused by existing anti-pick sealant during removal will be required.

E.Allowance No. 5: Include the sum of One Hundred Thirty Two Thousand Dollars and no/100 ($132,000) to Remove, Store, and Reinstall Toilet Accessories. Allowance includes replacement of damaged Toilet Accessories and walls caused by existing anti-pick sealant during removal.

The cost of replacement / repair of other damages to Toilet Accessories caused by Contractor, will be borne by the Contractor. Photographic proof of damaged Wardrobe Units caused by existing anti-pick sealant during removal will be required.

F.Allowance No. 6: Include the sum of Forty Thousand Dollars and no/100 ($40,000) to Furnish and Install Landscaping at Alamo Hall, Building 521 and Seidel, Building 598, as determined by the Owner and Architect.

G.Allowance No. 7: Include the sum of Forty Thousand Dollars and no/100 ($40,000) to Furnish and Install Exterior Furnishings in Courtyard to west of Alamo Hall, Building 521, as determined by the Owner and Architect.

H.Allowance No. 8: Include the sum of Three Hundred and Twenty Two Thousand Dollars and no/100 ($322,000) to Furnish and install X-Ray machine, Bug Zapper, Body Scanner, Walk Through Metal Detector and Wand Equipment as indicated on Architectural Sheet 10.6 for Seidel Building 598. Refer to Equipment Plan.

SCHEDULE OF ALLOWANCE SCHEDULE OF ALTERNATES

A. Alternate No. 1: Seidel Building 598: Corridors S130, S131, S132, S133, and S134.

1.BASE BID: No Work 2.ADD ALTERNATE: Contractor to remove existing ceiling lay-in tile and grid, light fixtures, and air devices. Contractor to supply and install new ceiling lay-in tiles and grids, light fixtures, and air devices. Ceiling lay-in tiles and grid, light fixtures, and air devices are to match Staff Breakroom S101 unless noted otherwise noted on drawings. Gypsum board ceiling to remain and to be painted.

B. Alternate No. 2: Seidel, Building 598 Roof Replacement:

1.BASE BID: Roof to remain in place. Roof work consists of cutting and patching existing roof as required for installation of plumbing vents.

2.ADD ALTERNATE: Remove existing system, 2-ply-modified bitumen membrane, torched applied, over 1/2" glass-faced gypsum board in adhesive, over tapered polyisocyanurate insulation over existing flat metal deck. Install new two layers of modified bitumen plys over 1/4” cover board over tapered R-25 polyisocyanurate insulation over existing flat metal deck. Extend roof curbs, vents, and piping as required to maintain a minimum of 8” clearance between roof deck and top of pipes and bottom of curb flashing.

Install new fascia to cover new insulation. Refer to Specification Sections 075552.16 – Styrene Butadiene Styrene (SBS) Modified Bituminous Protect Membrane Roofing, Section 076200 – Sheet Metal Flashing and Trim, Section 077100 – Roof specialties, and Section 077200 – Roof Accessories.

C. Alternate No. 3: Alamo Hall Building 521, Light Fixtures:

1.BASE BID: Refer to Electrical Drawings.

2.ADD ALTERNATE: Contractor to remove existing light fixtures on Second Floor Patient Rooms of Alamo Hall. Contractor is to supply and install New Light Fixtures, per Electrical Drawings in Second Floor Patient Rooms Floor of Alamo Hall

D. Alternate No. 4: Alamo Hall Building 521, Water closets:

1.BASE BID: Reuse of Willoughby branded anti-ligature water closet and lavatories throughout Alamo Hall 521 and Seidel 598.

2.ADD ALTERNATE: Contractor to provide and install new Whitehall brnaded anti-ligature water closets and lavatories in place of reused/reinstalled Willoughby anti-ligature fixtures.

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DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

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SYMBOLS, ABBREVIATIONS, INDEX

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SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

A000 COVER SHEET

A0.1 SYMBOLS, ABBREVIATIONS, INDEX

A0.2 DEMO & NEW GENERAL NOTES

A0.3 CODE ANALYSIS

A0.4 CODE ANALYSIS

A0.5 ENVIRONMENTAL SAFETY RISK ASSESSMENT

A0.6 ACCESSIBILITY STANDARDS

CIVIL

C-1 EXISTING SITE PLAN

C-2 DEMOLITION PLAN

C-3 OVERALL FENCING PLAN

C-4 OVERALL AREA GRADING PLAN

C-5 AREA GRADING

C-6 AREA GRADING

C-7 AREA GRADING

C-8 FIRE PROTECTION PLAN

C-9 DETAILS

ARCHITECTURE

A1.1 DEMOLITION SITE PLAN

A1.2 ALAMO HALL BLDG 521 - DEMOLITION FIRST FLOOR PLAN

A1.2a DEMOLITION FINISH FLOOR PLAN FIRST FLOOR

A1.3 ALAMO HALL BLDG 521 - DEMOLITION SECOND FLOOR PLAN

A1.3a DEMOLITION FINISH FLOOR PLAN SECOND FLOOR

A1.4 SEIDEL BLDG 598 - DEMOLITION FIRST FLOOR PLAN

A1.5 ALAMO HALL BLDG 521 - DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

A1.6 ALAMO HALL BLDG 521 - DEMOLITION SECOND FLOOR REFLECTED CEILING PLAN

A1.7 SEIDEL BLDG 598 - DEMOLITION REFLECTED CEILING PLAN

A1.8 ALAMO HALL 521 - EXTERIOR DEMOLITION ELEVATIONS

A1.9 SEIDEL 598 - EXTERIOR DEMOLITION ELEVATIONS

A1.10 DEMOLITION DETAILS

A2.1 NEW CONSTRUCTION SITE PLAN

A2.2 ENLARGED SITE PLAN AND DETAILS

A2.2A WEST ENTRY RAMP

A2.3 FENCING SECTION AND DETAILS

A2.3A FENCING SECTION AND DETAILS

A2.4 ALAMO HALL BLDG 521 - NEW CONSTRUCTION FIRST FLOOR PLAN

A2.4A ALAMO HALL BLDG 521- NEW CONSTRUCTION FIRST FLOOR DIMENSION PLAN

A2.5 ALAMO HALL BLDG 521 - NEW CONSTRUCTION SECOND FLOOR PLAN

A2.5A ALAMO HALL BLDG 521- NEW CONSTRUCTION SECOND FLOOR DIMENSION PLAN

A2.6 SEIDEL BLDG 598 - NEW CONSTRUCTION FLOOR PLAN

A2.6A SEIDEL BLDG 598 -NEW CONSTRUCTION DIMENSION FLOOR PLAN

A2.7 SEIDEL 598 - ROOF PLAN

A2.8 WALL TYPES

A2.9 WALL TYPES

A2.10 WALL TYPES

A2.11 DOOR TYPES & SCHEDULE

A2.12 DOOR DETAILS

A2.13 DOOR DETAILS

A2.14 ELEVATOR DOOR DETAILS

A2.15 WINDOW TYPES, SCHEDULE & DETAILS

A2.16 WINDOW DETAILS

A2.17 WINDOW DETAILS

A2.18 WINDOW DETAILS

A3.1 ALAMO HALL 521 - NEW CONSTRUCTION EXTERIOR ELEVATIONS

A3.2 SEIDEL 598 - NEW CONSTRUCTION EXTERIOR ELEVATIONS

A3.3 BUILDING SECTIONS ALAMO BLDG 521

A3.4 BUILDING DETAILS

A3.6 SEIDEL 698 - BUILDING DETAILS

A4.1 ALAMO 521 ENLARGED ROOM PLANS AND ISOMETRICS

A4.2 INTERIOR ELEVATIONS

A4.3 ALAMO INTERIOR ELEVATIONS

A4.4 SEIDEL INTERIOR ELEVATIONS

A5.1 MILLWORK SECTIONS

A5.2 MILLWORK SECTIONS

A6.1 ALAMO HALL BLDG 521 - NEW CONSTRUCTION FIRST FLOOR REFLECTED CEILING

A6.2 ALAMO HALL 521 - NEW CONSTRUCTION SECOND FLOOR REFLECTED CEILING

A6.3 SEIDEL BLDG 598 - NEW CONSTRUCTION FLOOR REFLECTED CEILING PLAN

A7.1 ELEVATOR RENOVATION

A8.1 PLAN DETAILS

A10.1 FURNITURE AND EQUIPMENT SCHEDULES

A10.2 ALAMO HALL BLDG 521 - FIRST FLOOR FURNITURE/ EQUIPMENT DEMOLITION PLAN

SHEET INDEX

SHEET

NUMBER SHEET NAME

ED2.2 POWER DEMOLITION SECOND FLOOR PLAN - ALAMO HALL

ED2.3 POWER DEMOLITION FLOOR PLAN - SEIDEL BUILDING

ED3.1 SPECIAL SYSTEMS DEMO FIRST FLOOR PLAN - ALAMO HALL

ED3.2 SPECIAL SYSTEMS DEMO SECOND FLOOR PLAN - ALAMO HALL

ED3.3 SPECIAL SYSTEMS DEMO FIRST FLOOR PLAN - SEIDEL

E0.1 ELECTRICAL SITE PLAN - NEW WORK

E1.1 LIGHTING FIRST FLOOR PLAN - ALAMO HALL

E1.2 LIGHTING SECOND FLOOR PLAN - ALAMO HALL

E1.3 LIGHTING FLOOR PLAN - SEIDEL BUILDING

E2.1 POWER FIRST FLOOR PLAN - ALAMO HALL

E2.1M MECHANICAL POWER FIRST FLOOR PLAN - ALAMO HALL

E2.2 POWER SECOND FLOOR PLAN - ALAMO HALL

E2.2M MECHANICAL POWER SECOND FLOOR PLAN - ALAMO HALL

E2.3 POWER FLOOR PLAN - SEIDEL BUILDING

E2.3M MECHANICAL POWER FLOOR PLAN - SEIDEL BUILDING

E3.1 SPECIAL SYSTEMS FIRST FLOOR PLAN - ALAMO HALL

E3.2 SPECIAL SYSTEMS SECOND FLOOR PLAN - ALAMO HALL

E3.3 SPECIAL SYSTEMS FLOOR PLAN - SEIDEL

E4.1 ELECTRICAL ONE-LINE DIAGRAM - ALAMO HALL

E4.2 ELECTRICAL ONE-LINE DIAGRAM - SEIDEL BUILDING

E5.1 ELECTRICAL SCHEDULES

E5.2 ELECTRICAL PANEL SCHEDULES - ALAMO HALL

E5.3 ELECTRICAL PANEL SCHEDULES - ALAMO HALL

E5.4 ELECTRICAL PANEL SCHEDULES - SEIDEL

E5.5 ELECTRICAL PANEL SCHEDULES - SEIDEL

E6.1 ELECTRICAL DETAILS

E6.2 ELECTRICAL DETAILS

E6.3 ELECTRICAL DETAILS

FP000 FIRE PROTECTION SYMBOLS & ABBREVIATIONS

FP0.1 FIRE PROTECTION SITE PLAN

FP1.1 FIRE PROTECTION FLOOR PLAN- ALAMO HALL 521 LEVEL 1

FP1.2 FIRE PROTECTION FLOOR PLAN- ALAMO HALL 521 LEVEL 2

FP1.3 FIRE PROTECTION FLOOR PLAN - SEIDEL BUILDING

P0.0 PLUMBING SYMBOLS & ABBREVIATIONS

P0.1 PLUMBING SITE PLAN

PD1.01 PLUMBING DEMOLITION PLAN - ALAMO HALL 521 - UNDERFLOOR

PD1.1 PLUMBING DEMOLITION PLAN - ALAMO HALL 521 - LEVEL 1

PD1.2 PLUMBING DEMOLITION PLAN - ALAMO HALL 521 - LEVEL 2

PD1.3 PLUMBING DEMOLITION PLAN - SEIDEL BUILDING 598

P1.0 PLUMBING UNDERFLOOR PLAN - ALAMO HALL 521

P1.01 PLUMBING UNDERFLOOR PLAN - SEIDEL BUILDING 598

P1.1 PLUMBING FLOOR PLAN - ALAMO HALL 521 - LEVEL ONE

P1.2 PLUMBING FLOOR PLAN - ALAMO HALL 521 - LEVEL TWO

P1.3 PLUMBING FLOOR PLAN - SEIDEL BUILDING 598

P2.1 PLUMBING ENLARGED PLANS - ALAMO HALL LEVEL 1

P2.2 PLUMBING ENLARGED PLANS - ALAMO HALL LEVEL 2

P2.3 PLUMBING ENLARGED PLANS - ALAMO HALL LEVEL 2

P2.4 PLUMBING ENLARGED PLANS - SEIDEL

P3.1 PLUMBING SCHEDULES

P4.1 PLUMBING RISERS - ALAMO HALL 521 DOMESTIC WATER

P4.2 PLUMBING RISERS - ALAMO HALL 521 SANITARY WASTE AND VENT

P4.3 PLUMBING RISERS - SEIDEL BUILDING 598 DOMESTIC WATER

P4.4 PLUMBING RISERS - SEIDEL BUILDING 598 SANITARY WASTE AND VENT

P5.1 PLUMBING DETAILS

P5.2 PLUMBING DETAILS

TECNHOLOGY/ SECURITY

T 0.1 TECHNOLOGY GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

T1.2 DEMOLITION PLAN - FIRST FLOOR BLDG 521 - TECHNOLOGY

T1.3 DEMOLITION RCP - FIRST FLOOR BLDG 521 - TECHNOLOGY

T1.4 DEMOLITION PLAN - SECOND FLOOR BLDG 521 - TECHNOLOGY

T1.5 DEMOLITION RCP - SECOND FLOOR BLDG 521 - TECHNOLOGY

T1.7 DEMOLITION PLAN - FIRST FLOOR BLDG 598 - TECHNOLOGY

T2.1 PROPOSED PLAN - SITE - TECHNOLOGY

T2.2 PROPOSED PLAN - FIRST FLOOR BLDG 521 - TECHNOLOGY

T2.3 PROPOSED RCP - FIRST FLOOR BLDG 521 - TECHNOLOGY

T2.4 PROPOSED PLAN - SECOND FLOOR BLDG 521 - TECHNOLOGY

T2.5 PROPOSED RCP - SECOND FLOOR BLDG 521 - TECHNOLOGY

T2.6 PROPOSED PLAN - FIRST FLOOR BLDG 598 - TECHNOLOGY

T2.7 PROPOSED RCP - FIRST FLOOR BLDG 598 - TECHNOLOGY

T7.1 TECHNOLOGY DETAILS

T7.2 TECHNOLOGY DETAILS

T7.3 TECHNOLOGY DETAILS

T7.4 TECHNOLOGY DETAILS

T8.1 TECHNOLOGY DIAGRAMS

SHEET INDEX

SHEET

NUMBER SHEET NAME

A10.3 ALAMO HALL BLDG 521 - SECOND FLOOR FURNITURE/ EQUIPMENT DEMOLITION PLAN

A10.4 ALAMO HALL BLDG 521 - FIRST FLOOR FURNITURE/ EQUIPMENT PLAN

A10.5 ALAMO HALL BLDG 521 - SECOND FLOOR FURNITURE/ EQUIPMENT PLAN

A10.6 SEIDEL BLDG 598 - FURNITURE/ EQUIPMENT PLAN

A10.7 NEW SITE YARD FURNITURE AND EQUIPMENT PLAN

A11.1 ROOM FINISH SCHEDULES

A11.2 ROOM FINISH SCHEDULES

A11.3 FINISH LEGEND AND FINISH ELEVATIONS

A11.4 FIRST FLOOR FINISH PLAN

A11.5 SECOND FLOOR FINISH PLAN

A11.6 FLOOR PATTERN PLAN - FIRST FLOOR

A11.7 FLOOR PATTERN PLAN - SECOND FLOOR

A11.8 SEIDEL BLDG 598 - FINISH AND FLOOR PATTERN PLAN

STRUCTURE

S0.1 STRUCTURAL NOTES

S0.2 STRUCTURAL NOTES

S0.3 STRUCTURAL NOTES AND SPECIAL INSPECTIONS

S0.4 SPECIAL INSPECTIONS

S0.5 LIVE LOAD PLANS

S0.6 WIND LOAD PLANS

S2.1 SITE STRUCTURES LOCATION PLAN

S2.2 ALAMO HALL - BUILDING 521 - FOUNDATION PLANS

S2.3 ALAMO HALL - BUILDING 521 - FRAMING PLANS

S2.4 SEIDEL - BUILDING 598 - PLANS

S2.5 ENLARGED PLANS

S3.1 ALAMO - BUILDING 521 - BUILDING SECTIONS

S3.2 ALAMO HALL - BUILDING 521 - BUILDING SECTIONS

S3.3 ALAMO HALL - BUILDING 521 - BUILDING SECTIONS

S3.4 SEIDEL - BUILDING 598 - BUILDING SECTIONS

S3.5 SEIDEL - BUILDING 598 - BUILDING SECTIONS

S3.6 SEIDEL - BUILDING 598 - BUILDING SECTIONS

S3.7 TYPICAL STEEL BRACE DETAILS

S4.1 TYPICAL FOUNDATION DETAILS

S4.2 TYPICAL FOUNDATION DETAILS

S4.3 BASE PLATE DETAILS

S4.4 ALAMO - BUILDING 521 - FOUNDATION SECTIONS

S4.5 ALAMO - BUILDING 521 - FOUNDATION SECTIONS

S4.6 SEIDEL - BUILDING 598 - FOUNDATION SECTIONS

S5.1 TYPICAL STEEL CONNECTION DETAILS

S5.2 TYPICAL COMPOSITE STEEL DETAILS

S5.3 TYPICAL STEEL JOIST ROOF DETAILS

S5.4 ALAMO - BUILDING 521 - FLOOR & ROOF SECTIONS

S5.5 ALAMO - BUILDING 521 - ROOF SECTIONS

S5.6 SEIDEL - BUILDING 598 - ROOF SECTIONS

S6.1 CONCRETE BEAM SCHEDULES

MEP

M0.0 MECHANICAL SYMBOLS & ABBREVIATIONS

M0.1 MECHANICAL ENERGY SHEET

MD1.1 MECHANICAL DEMOLITION PLAN - ALAMO HALL 521 - LEVEL 1

MD1.2 MECHANICAL DEMOLITION PLAN - ALAMO HALL 521 - LEVEL 2

MD1.3 MECHANICAL DEMOLITION PLAN - SEIDEL BUILDING 598

MD2.1 MECHANICAL HYDRONICS DEMO - ALAMO HALL 521 - LEVEL 1

MD2.2 MECHANICAL HYDRONICS DEMO - ALAMO HALL 521 - LEVEL 2

M1.1 MECHANICAL FLOOR PLAN - ALAMO - HALL 521 - LEVEL 1

M1.2 MECHANICAL FLOOR PLAN - ALAMO - HALL 521 - LEVEL 2

M1.3 MECHANICAL FLOOR PLAN - SEIDEL BUILDING 598

M2.1 MECHANICAL HYDRONICS - ALAMO HALL 521 - LEVEL 1

M2.2 MECHANICAL HYDRONICS - ALAMO HALL 521 - LEVEL 2

M3.1 MECHANICAL SCHEDULES

M3.2 MECHANICAL SCHEDULES

M4.1 MECHANICAL CONTROLS

M4.2 MECHANICAL CONTROLS

M4.3 MECHANICAL CONTROLS

M5.1 MECHANICAL DETAILS

M5.2 MECHANICAL DETAILS

M5.3 MECHANICAL DETAILS

E0.0 ELECTRICAL SYMBOLS & ABBREVIATIONS

ED0.1 ELECTRICAL SITE PLAN - DEMOLITION

ED1.1 LIGHTING DEMOLITION FIRST FLOOR PLAN - ALAMO HALL

ED1.2 LIGHTING DEMOLITION SECOND FLOOR PLAN - ALAMO HALL

ED1.3 LIGHTING DEMOLITION FLOOR PLAN - SEIDEL BUILDING

ED2.1 POWER DEMOLITION FIRST FLOOR PLAN - ALAMO HALL

DEMOLITION GENERAL NOTES:

A. PROTECT EXISTING CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND

SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY THE ARCHITECT

ITEMS MAY BE REMOVED TO A SUITABLE PROTECTIVE STORAGE LOCATION ON CAMPUS

DURING SELECTIVE DEMOLITION AND THEN CLEANED AND REINSTALLED TO THEIR ORIGINAL

LOCATIONS.

B. GENERAL CONTRACTOR TO ISSUE A SCHEDULE OF SELECTIVE DEMOLITION

INDICATING THE FOLLOWING:

1) DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH

STARTING AND ENDING DATES OF EACH ACTIVITY

2) INTERRUPTION OF UTILITY SERVICES

3) COORDINATION FOR SHUT OFF, CAPPING AND CONTINUATION OF UTILITY

SERVICES

4) USE OF NO ELEVATOR AND STAIRS

5) DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK TO

UNINTERRUPTED PROGRESS OF OWNER'S ON-SITE OPERATIONS

6) LOCATIONS OF TEMPORARY PARTITIONS AND MEANS OF EGRESS

C. USE REPAIR MATERIALS IDENTICAL TO EXISTING MATERIALS:

1) WHERE IDENTICAL MATERIALS ARE UNAVAILABLE OR CANNOT BE USED FOR

EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH EXISTING

ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE. GET ARCHITECTS

APPROVAL PRIOR TO SUBSTITUTION.

2) USE MATERIALS WHOSE INSTALLED PERFORMANCE EQUALS OR SURPASSES

THAT OF EXISTING MATERIALS

D. SURVEY AND FIELD VERIFY EXISTING CONDITIONS AND CORRELATE WITH

REQUIREMENTS TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED.

E. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS

THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED,

INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF THE CONFLICT.

PROMPTLY SUBMIT A WRITTEN REPORT TO THE ARCHITECT.

F. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM

AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

1) DO NOT INTERRUPT EXISTING UTILITIES SERVING THE EXISTING FACILITY,

EXCEPT WHEN AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING

JURISDICTION PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO

EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND TO GOVERNING

AUTHORITIES.

2) PROVIDE NO LESS THAN 9 DAYS OF NOTICE TO OWNER IF SHUTDOWN OF

SERVICE IS REQUIRED DURING DEMOLITION AND NEW CONSTRUCTION.

G. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM

INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED

AND USED FACILITIES.

1) DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT

OCCUPIED OR USED ALTERNATIVE ROUTES AROUND CLOSED OR OBSTRUCTED

TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS

2) PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES AND LANDSCAPING

TO REMAIN

3) PROVIDE PROTECTIVE WEATHER PROTECTION DURING INTERVAL BETWEEN

DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION, ON SURFACES AND

NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE

OCCURS TO THE STRUCTURE OR INTERIOR AREAS

4) PROTECT CEILING, WALLS, FLOORS AND OTHER EXISTING FINISH WORK THAT

ARE TO REMAIN AND ARE EXPOSED DURING SELECTIVE DEMOLITION

OPERATIONS.

H. GENERAL CONTRACTOR TO PROVIDE TEMPORARY PARTITION AND BARRICADE

AT AREAS OF WORK. COORDINATE ACCESS WITH BUILDING USERS. ERECT AND MAINTAIN

DUST- PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT

MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE, IN OCCUPIED AREAS

ONLY.

1) CONSTRUCT DUST PARTITIONS OF NO LESS THAN NORMAL 6-INCH STUDS, 3/4"

PAINTED PLYWOOD ON OCCUPIED SIDE.

2) INSULATE PARTITION TO PROVIDE NOISE PROTECTION TO OCCUPIED AREAS ONLY

3) SEAL JOINTS AND PERIMETER EQUIPMENT PARTITIONS WITH DUST PROOF

DOORS AND SECURITY LOCKS

4) PROTECT AIR-HANDLING EQUIPMENT, CHANGE FILTERS FOR AHU'S FREQUENTLY

DURING DEMOLITION AND NEW CONSTRUCTION. AT THE END OF THE PROJECT

CONTRACTOR SHALL INSTALL NEW FILTERS AT EACH AHU.

5) WEATHERSTRIP OPENINGS

6) COORDINATE THE A/E, PM AND OWNER FOR THE LOCATION OF ALL BARRIER PORTIONS

I. USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD

OF DUST AND DIRT TO COMPLY WITH GOVERNING ENVIRONMENTAL PROTECTION

REGULATIONS. DO NOT USE WATER WHEN IT MAY DAMAGE THE EXISTING

CONSTRUCTION OR CREATE HAZARDOUS OR OBJECTABLE CONDITIONS, SUCH AS, ICE,

FLOODING AND POLLUTION.

J. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED

BY NEW CONSTRUCTION AS INDICATED. USE METHODS REQUIRED TO COMPLETE

WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AS FOLLOWS:

1) NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSION

REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION

TO REMAIN OR ADJOINING CONSTRUCTION. TO MINIMIZED DISTURBANCE OF

ADJACENT SURFACES, USE HAND OR SMALL POWER TOOLS DESIGNED FOR

SAWING, GRINDING, NOT HAMMERING OR CHOPPING. TEMPORARILY COVER

OPENINGS TO REMAIN.

2) CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED

SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES.

3) DO NOT USE CUTTING TORCHES UNTIL WORK IS CLEAR OF FLAMMABLE

MATERIALS. AT CONCEALED SPACES SUCH AS PIPE AND DUCT INTERIOR,

VERIFY CONDITIONS AND CONTENTS OF HIDDEN SPACE BEFORE STARTING

FLAME-CUTTING OPERATIONS.

4) MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES.

5) REMOVE DECAYED, VERMIN-INFESTED, OR OTHERWISE DANGEROUS OR

UNSUITABLE MATERIAL AND PROMPTLY DISPOSE OF OFF-SITE.

6) DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. ON-SITE STORAGE

OR SALE OF REMOVED ITEMS IS PROHIBITED

7) RETURN ELEMENTS OF CONSTRUCTION AND SURFACES TO REMAIN TO

CONDITION EXISTING BEFORE START OF SELECTIVE DEMOLITION OPERATIONS

K. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. CUT CONCRETE AND

MASONRY AT JUNCTURES WITH CONSTRUCTION TO REMAIN USING POWER-DRIVEN

MASONRY SAW OR HAND TOOLS. DO NOT USE POWER-DRIVEN IMPACT TOOLS.

L. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO

EXISTING CONDITIONS DUE TO SELECTIVE DEMOLITION OPERATIONS.

M. WHERE REPAIRS TO EXISTING SURFACES ARE REQUIRED, PATCH TO PRODUCE

SURFACES SUITABLE FOR NEW MATERIALS. COMPLETELY FILL HOLES AND

DEPRESSIONS IN EXISTING MASONRY WALLS TO REMAIN WITH AN APPROVED

MASONRY PATCHING MATERIAL, APPLIED ACCORDING TO MANUFACTURER'S

PRINTED RECOMMENDATIONS.

N. RESTORE EXPOSED FINISHED OR PATCHED AREAS AND EXTEND FINISHED

RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT

ELIMINATES EVIDENCE OF PATCHING AND REFINISHING.

O. PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE WHERE

DEMOLISHED WALLS OR PARTITIONS EXTEND FROM ONE FINISHED AREA INTO

ANOTHER. PROVIDE A FLUSH AND EVEN SURFACE OF UNIFORM COLOR AND

APPEARANCE.

1) CLOSELY MATCH TEXTURE AND FINISH OF EXISTING ADJACENT SURFACE

2) PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE, COMPLY

WITH SPECIFIED TOLERANCES

3) WHERE PATCHING SMOOTH, PAINTED SURFACES, EXTEND FINAL PAINT COAT

OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH AFTER THE

SURFACE HAS RECEIVED PRIMER AND SECOND COAT

4) REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW

MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE.

5) INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF THE

INSTALLATION WHERE FEASIBLE

P. PATCH, REPAIR, OR RE-HANG EXISTING CEILINGS AS NECESSARY TO PROVIDE AN

EVEN-PLANE SURFACE OF UNIFORM APPEARANCE.

Q. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL

OF ALL DEBRIS, AND SHALL NOT ALLOW THE ACCUMULATION OF DEBRIS DURING

DEMOLITION. THE GENERAL CONTRACTOR SHALL CONTINUALLY CLEAN THE

PROJECT.

R. CHANGE FILTERS IN AIR-HANDLING EQUIPMENT UPON COMPLETION OF SELECTIVE

DEMOLITION OPERATIONS AND AFTER FINAL COMPLETION.

S. PHOTOGRAPH OR VIDEOTAPE (SUFFICIENTLY DETAILED) EXISTING CONDITIONS

TO BE REMODELED AND EXISTING ADJOINING CONSTRUCTION AND SITE

IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY

SELECTIVE DEMOLITION OPERATIONS. PHOTOGRAPHS / VIDEOTAPES WILL BE

SUBMITTED TO THE ARCHITECT / OWNER.

T. RECORD DRAWINGS AT PROJECT CLOSEOUT. IDENTIFY AND ACCURATELY

LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL

OR MECHANICAL CONDITIONS.

U. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND

DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE

PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. ERECT

TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS, CANOPIES AND

COVERED PASSAGEWAYS WHERE REQUIRED BY AUTHORITIES HAVING

JURISDICTION. INSURE ALL DUMPSTERS ARE LOCATED INSIDE THE FENCED AREAS.

V. VERIFY WITH OWNER FOR THE RELOCATION, SALVAGE, OR DISPOSAL OF ANY ITEMS.

ALL SALVAGEABLE ITEMS TO BE RETURNED TO OWNER UNLESS OTHERWISE

DIRECTED BY OWNER. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF REMAINING

ITEMS SCHEDULED FOR DEMOLITION.

W. CONTRACTOR SHALL TAKE EVERY PRECAUTION TO COORDINATE AND

BARRICADE ALL DEMOLITION WORK AS NOT TO DISRUPT ADJACENT ROOMS,

WHICH WILL REMAIN ACTIVE. NOTE THAT SOME MEP SYSTEMS WILL NEED TO

REMAIN ACTIVE.

X. ALL DEMOLITION WORK ON THE DEMOLITION SHEETS ILLUSTRATES PRIMARY

ARCHITECTURE ELEMENTS TO BE REMOVED. CONTRACTOR MUST JOINTLY

REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER

CONTRACT DOCUMENTS TO COORDINATE THEIR DEMOLITION REQUIREMENTS,

EITHER EXPRESSED OR IMPLIED, NECESSARY TO RECEIVE NEW CONSTRUCTION.

Y. GENERAL CONTRACTOR TO COORDINATE THE RELOCATION OF ALL ITEMS

BETWEEN DEMOLITION AND NEW CONSTRUCTION. ASSURE 100% FUNCTION OF

ADJACENT ROOMS AT ALL TIMES. COORDINATE ALL INFRASTRUCTURE

REQUIREMENTS PRIOR TO START OF WORK. COORDINATION WITH

OWNER/USERS WILL BE REQUIRED. COORDINATE ANY IMPACT OF MEP WORK

WITH EXISTING AREAS NOT IN SCOPE.

Z. WHERE REQUIRED REMOVE EXISTING TILE, VCT, RESILIENT SHEET FLOORING,

AND RUBBER BASE, PREPARE FLOOR TO RECEIVE NEW FINISH. EXISTING

TERRAZZO FLOORING TO REMAIN. PREP FOR NEW FLOORING AS SCHEDULED. REFER

TO FINISH LEGEND, ROOM FINISH SCHEDULES, AND NEW FINISH FLOOR PATTERN

PLANS FOR NEW SELECTIONS AND LOCATIONS.

AA. REMOVE EXISTING MILLWORK, SHELVING, AND ANY RELATED WALL ITEMS AS

REQUIRED FOR NEW CONSTRUCTION.

NEW CONSTRUCTION GENERAL NOTES:

P. THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH

ANY ITEM SPECIFIED, IS INTENDED TO MEAN UNLESS NOTED OTHERWISE,

THAT SUCH ITEM SHALL BE FURNISHED AND INSTALLED, AND CONNECTED

WHERE SO REQUIRED BY THE GENERAL CONTRACTOR.

Q. WHERE THE TERMS "APPROVED EQUAL," "EQUAL TO," "ACCEPTABLE"

OR OTHER GENERAL QUALIFYING TERMS ARE IN THE CONTRACT

DOCUMENTS SHALL BE UNDERSTOOD THAT THE REFERENCE IS MADE

IN ACCORDANCE WITH THE DECISION OF THE OWNER AND ARCHITECT/

ENGINEER.

R. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AT

THE EXISTING BUILDING AND DURING NEW CONSTRUCTION FOR THIS

WORK UNTIL TURNED OVER TO THE OWNER.

S. THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE TO ILLUSTRATE

THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION DESIRED AND

ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION

MATERIAL AND WORKMANSHIP THROUGHOUT.

T. THE GENERAL CONTRACTOR SHALL BRING AS-BUILT DRAWINGS TO THE

MONTHLY VOUCHER MEETING. THE CONTRACTOR SHALL ALSO KEEP

AND MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION

DRAWINGS AND SPECIFICATIONS INCLUDING BUT NOT LIMITED TO

CHANGE ORDERS, ASI'S, RFI'S AND FIELD REVISIONS AT THE

CONSTRUCTION SITE DURING ALL PHASES OF CONSTRUCTION FOR USE

OF ALL TRADES AS WELL AS FOR REFERENCE.

U. THE GENERAL CONTRACTOR UPON ACCEPTANCE OF THE

CONSTRUCTION CONTRACT ASSUMES FULL RESPONSIBILITY FOR THE

CONSTRUCTION, MATERIALS AND WORKMANSHIP OF THE WORK

DESCRIBED IN THE NOTES, DRAWINGS AND SPECIFICATIONS. THE

GENERAL CONTRACTOR WILL BE EXPECTED TO COMPLY WITH THE

INTENT AS WELL AS THE LETTER OF THE DRAWINGS AND

SPECIFICATIONS IN WHICH THEY ARE WRITTEN.

V. THE DRAWINGS ARE NOT TO BE SCALED, ONLY DIMENSIONS AND

NOTES ARE TO BE USED. ALL DIMENSIONAL DISCREPANCIES SHALL BE

CALLED TO THE ARCHITECT'S ATTENTION. ALL DIMENSIONS SHALL BE

VERIFIED BEFORE STARTING WORK BY THE RESPECTIVE

SUBCONTRACTOR WHO SHALL BE RESPONSIBLE FOR HIS PHASE OF

THE WORK AND BY THE GENERAL CONTRACTOR WHO IS RESPONSIBLE

FOR THE PROJECT.

A. GENERAL CONTRACTOR SHALL CAREFULLY READ THE WHOLE SPECIFICATIONS

OF THE CONTRACT DOCUMENTS AS HE/SHE WILL BE RESPONSIBLE FOR

MEETING ALL REQUIREMENTS.

B. ALL WORK SHALL CONFORM TO THE STATE OF TEXAS AND THE HEATH AND HUMAN

SERVICE COMMISSION CURRENT CODE REQUIREMENTS AND AMENDMENTS AND

ALL AUTHORITIES HAVING JURISDICTION.

C. ALL WORK SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL CODES.

REFER TO SHEET A0.3 & A0.4 FOR APPLICABLE CODES.

D. THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE

CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY

THE OWNER. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT

FOR CLARIFICATION SHOULD ANY ERRORS, INCONSISTENCIES OR OMISSIONS BE

DISCOVERED. FOR CLARIFICATION OF THE CONTRACT DOCUMENTS THE A/E SHALL

BE THE FINAL AUTHORITY AND INTERPRETER OF THE DOCUMENTS. IF THE

CONTRACTOR ASSUMES THE RESPONSIBILITY TO INTERPRET THE DRAWINGS WHEN

THERE IS CONFUSION OVER THE DRAWINGS. AND IF THE CONTRACTOR DOES NOT

CONTACT THE A/E FOR CLARIFICATION AND INTERPRETATION AND THE WORK WAS

DONE INCORRECTLY THE CONTRACTOR WILL CORRECT THE DEFICIENCY (S) AT NO

COST TO THE OWNER.

E. GENERAL CONTRACTOR SHALL VISIT THE SITE AND INCLUDE IN THEIR SCOPE OF

WORK ALL ADJUSTMENTS AND COSTS AFFECTING ALL NEW AND EXISTING

BUILDING UTILITY SERVICES, I.E. WATER LINES, WASTE LINES, SPRINKLER MAIN,

GAS LINES, BUILDING SYSTEMS ELECTRICAL SERVICE AND TELEPHONE / DATA

LINES THAT ARE APPLICABLE TO THE PROJECT.

F. GENERAL CONTRACTOR SHALL VISIT THE SITE AND TAKE FIELD MEASUREMENTS

AND VERIFY EXISTING FIELD CONDITIONS. CONTRACTOR SHALL CAREFULLY

COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER

INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS

BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY

CONTACT THE ARCHITECT FOR CLARIFICATION SHOULD ANY ERRORS,

INCONSISTENCIES OR OMISSIONS BE DISCOVERED.

G. GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE

CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,

SEQUENCES, PROCEDURES AND PHASES, AND FOR COORDINATING ALL TRADES,

AND ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS CONTRACT

DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS.

H. GENERAL CONTRACTOR SHALL REPORT TO THE OWNER AND THE ARCHITECT ANY

UNFORESEEN FIELD CONDITIONS, ERRORS, INCONSISTENCIES, OR OMISSIONS

DISCOVERED AT ANY TIME DURING DEMOLITION AND NEW CONSTRUCTION. UPON

SUCH DISCOVERY THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE

ARCHITECT FOR CLARIFICATION IN WRITING BEFORE PROCEEDING OR CONTINUING

WITH THAT PORTION OF THE WORK OR ANY PORTION RELATED THERE TO. SUBMIT

(RFI) REQUEST FOR INFORMATION TO ARCHITECT.

I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND

OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR

AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF

THE WORK UNDER A CONTRACT WITH THE GENERAL CONTRACTOR.

J. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROJECT

SITE, EXISTING IMPROVEMENTS SCHEDULED TO REMAIN, AND EXISTING UTILITIES

CAUSED BY THIS WORK ON THIS PROJECT AND SHALL QUICKLY REPLACE OR

REPAIR THAT DAMAGE AT NO COST TO THE OWNER.

K. WHEN A CHANGE IS REQUESTED BY OWNER, THE ARCHITECT SHALL ISSUE AN

APPROPRIATE PROPOSAL REQUEST, WHICH THE GENERAL CONTRACTOR SHALL

PRICE OUT COMPLETELY & RETURNED TO ARCHITECT WITHIN 20 DAYS FROM

BEING ISSUED. NO WORK SHALL COMMENCE WITHOUT WRITTEN APPROVAL BY

OWNER AND ARCHITECT/ ENGINEER.

L. GENERAL CONTRACTOR, SUBCONTRACTORS, SUPPLIERS AND MANUFACTURERS

ARE TO CERTIFY THAT ALL MATERIALS AND PRODUCTS USED IN CONSTRUCTION

OF THIS PROJECT DO NOT CONTAIN ASBESTOS IN ANY AMOUNT IN ACCORDANCE

WITH THE TOXIC SUBSTANCE CONTROL ACT.

M. SUBMITTALS / SHOP DRAWINGS / PRODUCT DATA IS TO BE APPROVED BY

ARCHITECT /ENGINEER BEFORE ORDERING MECHANICAL EQUIPMENT,PLUMBING

FIXTURES, LIGHT FIXTURES, DOOR HARDWARE APPLICABLE ACCESSORIES,

MATERIALS OR PRODUCTS, COLORS AND FINISHES.

N. GENERAL CONTRACTOR SHALL VERIFY EXISTING ELECTRICAL SERVICE

VOLTAGES PRIOR TO ORDERING ELECTRICAL EQUIPMENT. GENERAL

CONTRACTOR SHALL VERIFY ALL UTILITY SERVICES PRIOR TO TAPPING INTO.

COORDINATE WITH OWNER AND ARCHITECT/ ENGINEER.

O. THE GENERAL CONTRACTOR, HIS SUB-CONTRACTORS, AND ANY OTHER

CONTRACTOR INVOLVED IN THIS PROJECT SHALL AGREE THAT ANY COST

CAUSED BY DEFECTIVE OR POORLY-TIMED WORK, AS A RESULT OF, BUT

NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER

SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY

RESPONSIBLE.

AA. "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR CONDITIONS, UNLESS

NOTED OTHERWISE.

BB. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING AND

PATCHING OF WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS

COME TOGETHER AND FIT, TO RECEIVE OR BE RECEIVED BY WORK OF

ALL CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY

DRAWINGS, SPECIFICATIONS AND NOTES. ALL CUTS SHALL BE

FINISHED OUT TO A WEATHERPROOFED AND LIKE NEW CONDITION.

CC. UPON PROJECT COMPLETION AN INDEPENDENT REGISTERED

ACCESSIBILITY SPECIALIST WILL VISIT THE SITE FOR TDLR

CONFORMANCE. GENERAL CONTRACTOR TO ENSURE THAT ALL TEXAS

ACCESSIBILITY STANDARDS ARE MET.

DD. INTERIOR DIMENSIONS ON FLOOR PLAN ARE FROM FINISH FACE OF

PARTITION TO FINISH FACE OF PARTITION OR CENTER OF PARTY WALL

UNLESS OTHERWISE NOTED.

EE. WHERE MOUNTING HEIGHTS ARE NOT INDICATED INSTALL

COMPONENTS USING MANUFACTURER'S OR INDUSTRY STANDARDS AND

ADA STANDARD'S. WHERE STANDARDS DO NOT EXIST, NOTIFY THE

ARCHITECT FOR CLARIFICATION, COORDINATE WITH ACCESSIBLE

REQUIREMENTS.

FF. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE

CAULKING ALL OPEN NEW OR EXISTING PENETRATIONS INTO THE

PROJECT AREA.

GG. OCCUPIED BUILDINGS DURING CONSTRUCTION, IN THE AREAS OF

DEMOLITION OR FOR CONSTRUCTION, SHALL BE BLOCKED OFF AND/OR

SEPARATED FROM THE AREAS OF OCCUPATION AS SHOWN ON THE

PLANS. (SEE INFECTION CONTROL SPECIFICATIONS SECTION 1000)

HH. OWNER SHALL HAVE AN APPROVED SUPERINTENDENT ON SITE DURING

WORKING HOURS AND THROUGH THE DURATION OF THE PROJECT. THE

SUPERINTENDENT MAY NOT BE REMOVED FROM THE PROJECT

WITHOUT PRIOR APPROVAL OF THE FACILITY, A/E AND THE PROJECT

MANAGER.

II. GENERAL CONTRACTOR SHALL PROVIDE A FULL SET OF DRAWINGS TO ALL

SUBCONTRACTORS, INCLUDING ALL CHANGE ORDERS, ASI, RFI, ADDENDA,

ETC. SUBCONTRACTORS ARE RESPONSIBLE TO COMPARE THEIR DRAWINGS

/ SCOPE OF WORK WITH ALL OTHER TRADES AND DISCIPLINES.

JJ. GENERAL CONTRACTOR SHALL RELOCATE ALL EXISTING FURNITURE, PLUG

EXITING HOLES IN SLAB, AND MOVE TO WHERE HHSA WOULD LIKE TO

RELOCATE FURNITURE. IF THE GENERAL CONTRACTOR IS ASKED BY THE

OWNER TO STORE THIS FURNITURE IN A WAREHOUSE IT NEEDS TO BE

INSURED AND BONDED, CONTRACTOR WILL REPLACE ALL FURNITURE THAT

IS DAMAGED SCRATCHES,ETC. AND IN A BONDED WAREHOUSE OTHERWISE

FURNITURE DAMAGED SCRATCHED IN ANY WAY SHALL BE REPLACED AT NO

COST TO THE OWNER.

W. THE GENERAL CONTRACTOR SHALL BE FULLY AND SOLELY

RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION

OF ALL DAMAGED AND DEFECTIVE MATERIALS AND WORKMANSHIP IN

CONNECTION WITH THE CONTRACT WORK HE SHALL REPLACE OR

REPAIRS AS DIRECTED BY THE ARCHITECT AND THE OWNER ALL SUCH

DAMAGE OR DEFECTIVE MATERIALS OR WORKMANSHIP WHICH

APPEARS WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF

SUBSTANTIAL COMPLETION.

Y. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

PROPER DISPOSAL OF ALL DEBRIS, AND SHALL NOT ALLOW THE

ACCUMULATION OF DEBRIS ON SITE DURING CONSTRUCTION SINCE

THE SPACES ADJACENT THE PROJECT WILL BE OCCUPIED. THE

GENERAL CONTRACTOR SHALL CONTINUALLY CLEAN THE PROJECT

SITE.

Z. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. ANY MATERIAL OR

PRODUCT'S INDICATED IN THE CONSTRUCTION DOCUMENTS WITH AN

"OR EQUAL" MAY BE SUBMITTED IN THE MATERIAL OR PRODUCT HAS

BEEN APPROVED BY THE ARCHITECT/ ENGINEER AND THE OWNER.

CONTRACTOR SHALL SUBMIT SUBSTITUTION REQUEST PER PROJECT

MANUAL FOR APPROVAL PRIOR TO ORDERING.

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2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

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EGRESS LEGEND FIRE SAFETY LEGEND

1 HOUR FIRE RATED SMOKE

BARRIER

1 HOUR FIRE RATED WALL

EXISTING 1 HOUR FIRE

RATED WALL

PATH OF TRAVEL AND

TRAVEL DISTANCE

EXIT ROUTE

REQUIRED EXITEXIT WIDTH

(IN INCHES) SMOKE PARTITION WALL

REF

CHILLER

YARD

MODIFIED MECH. YARD

CHILLER

YARD

LOBBY/SCREENING

100ADMIN OFFICE

EXAM ROOM

CONSULT 1

PNA OFFICE

OFFICE

DOCTOR'S

OFFICE

SOCIAL OFFICE

PATIENT

CORRIDOR

ELEC. ROOM

124MECH. ROOM

122 ELEV. MACH.

ROOM

CONSULT 3

COMFORT

ROOM

MECH ROOM

146 IT / SERVER

SERVERY/

NOURISHMENT

MECH ROOM

SECURE

RECEIVING

EVS SUPPLY

STAFF T/R

PSYCHOLOGISTS

DOCTOR'S

OFFICE

CONFERENCE

TREATMENT

PLANNING &

TELEHEALTH

STORAGE

PATIENT

CORRIDOR

INCENTIVE

THERAPY

EXAM TOILET

FRONT PORCH

100A

NEW ELEVATOR

FIRE RISER

ROOM

STORAGE

PROGRAM

COORDINATOR

CONSULT 2

STAFF TOILET

STAIRS S2

STAIRS

120B

STAIRS

NORTH PORCH

GROUP

STAIRS

94' - 0"

21 sec

94' - 0"

21 sec

69' - 7"

16 sec

52' - 5"

12 sec

100' - 4"

23 sec

49' - 0"

11 sec

42' - 11"

10 sec

61' - 3"

14 sec

61' - 3"

14 sec

GROUP

EXISTING MECHANICAL YARD

EXISTING

MECHANICAL

BUILDING

NOT IN CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT

NOT IN CONTRACT

167' - 11"

38 sec

70' - 9"

16 sec

76' - 7"

17 sec

85' - 1"

19 sec

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JOB NO:

DATE:

DRAWN BY:

CHECKED BY:

2024 CHESNEY MORALES PARTNERS, INC.

ALL RIGHTS RESERVED. NO PART OF THIS

DOCUMENT MAY BE REPRODUCED OR UTILIZED

IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION

OF CHESNEY MORALES PARTNERS, INC.

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CODE ANALYSIS

2153.A

11/15/24

IA/MC

JW/TR

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SCALE : 1" = 20'-0"

BUILDING 521 & 598 LIFE SAFETY SITE PLAN

CODE SUMMARY

A. Occupancy Requirements

1. Existing Building Use (NOT APPLY) NOT APPLY

1. Building Occupancy (NOT APPLY) NOT APPLY

2. New Renovated Building Use

1. Building Occupancy Alamo Hall (521) Group I-2 (Section 308.3)

Seidel (598) Group B (Section 304.1)

3. Occupancy Separation (508 and 509)

1. Between B occupancy and I-2 2 hour, Sprinkled ( Table 508.4)

2. Between Accessories occupancy and I-2 No separation required ( Section 508.2.4)

3. Interior Stairs 1 hour separation

4. Waste and Linen collection rooms in Group I-2 occupancies 1 hour separation (Table 509)

5. Waste and Linen collection rooms over 100 s.f. 1 hour separation or provide sprinkler system.( Table 509)

6. Laboratories and vocational rooms not classified as Group H 1 hour separation or provide sprinkler system ( Table 509)

Located in a Group E or I-2 occupancy .

7. Second Flr at sleeping areas since the occupant load is greater than 50 1 Hr. fire rated smoke barrier.

1 Hr. fire rated smoke barrier

4. Building Area (Square Footages)

a. Existing Total Building Area 22,280 s.f. (11,140 s.f. per floor)

1. New Renovated Construction Area 22,280 s.f. ( 11,140 s.f. per floor)

5B. Total New Renovated Construction Requirements (IBC 2015 U.N.O)

1. Finish-out of interior of existing Alamo building: Group I-2 (building is sprinkled)

a. Construction Type Type II A,

b. Area Allowed Per Floor for Type II-A 44,000 s.f. per floor ( Table 503)

c. Number of Floors Allowed for Type II-A 2 stories. (Table 504.4)

2. Finish-out of interior of existing Seidel building: Group B (building is sprinkled)

a. Construction Type Type II B,

b. Area Allowed Per Floor for Type II-B 23,000 s.f. per floor ( Table 506.2)

c. Number of Floors Allowed for Type II-B 3 stories. (Table 504.4)

3. Fire-Resistive Ratings (Table 601 and 602)

a. Primary Structural Frame I 1 Hr.

b. Bearing Walls- Exterior 0 Hr. ( Table 602 separation distance)

c. Bearing Wall- Interior 1 Hr.

d. Nonbearing Walls-Exterior 0 Hr. ( Table 602 separation distance)

e. Nonbearing Walls-Interior 0 Hr.

f. Floor Construction 1 Hr.

g. Roof Construction 1 Hr.

4. Corridors (Section 407.3) Group I-2 and Group B Non Fire Rated Smoke Partitions (Section 710)

5. Smoke Barriers – Alamo Hall Only a: First Floor: To separate treatment/vocational areas of more than 50 occupants 1 Hr. (NFPA 101) b: Second Floor: To separate sleeping areas with more than 50 occupants. 1 Hr. (NFPA 101)

C. Occupant Load

1. Alamo Hall - Building 521

a. First Floor (11,140 s.f. / 100 s.f. / occupant = 112 occupants

b. Second Floor (11,140 s.f. /120 sf / occupant = 93 occupants

c. Total Occupant Load ( 22,280 s.f. /120 s.f. / occupant = 205 occupants

2. Seidel Hall - Building 598

a. First Floor 17,300 s.f. / 100 s.f. / occupant = 173 occupants

D. Egress Requirements

1. Maximum Travel Distance (from any room door to an exit) (NFPA 101)

a. Alamo Hall - Group I-2 150 Feet + 50 Feet = 200 Feet (NFPA 101)

b. Seidel group B 200 Feet (NFPA 101)

2. Maximum Common Path of Egress Travel Distance 10.16,2

a. Alamo Hall - Group I-2 100 feet (NFPA 101) Sprinklered

b. Seidel - Group B 75 Feet (NFPA 101) Non-Sprinklered

3. Distance between Exits (IBC 2021 Section 1007):

a. Alamo Hall - 1/3 the diagonal: 153/3=51' Separation is 108'

b. Seidel - 1/2 the diagonal: 103 / 2 = 52" Separation is 90'

4. Controlled egress door in Group I-2 (1010.1.9.6)

a. Exception 1 - Items 1 thru 4 shall not comply to doors to areas occupied by persons who, because of clinical needs, requires restraint or containment as part of the function of the psychiatric treatment area.

5. Egress Width (IBC 1012)

a. Corridor Egress Width .20 inches per occupant.

• Alamo Hall: 112 X .2 = 23"

• Seidel: 173 X .2 = 35" (Using 6' Corridors NFPA 101 Section 18.2.2.5)

b. Stair Egress Width .30 inches per occupant.

• Alamo Hall 112 X .3 = 34"

6. Maximum Dead End (NFPA 1011018.4)

a. No exception for Alamo Hall - Group I-2 20 Feet

b. Seidel 50 Feet

7. Minimum Number of Exits (Table 1006.2.1 100.3.1) Alamo Hall: 112 Occupants (Per Floor) - 2 Exits Required Seidel: 173 Occupants (Per Floor) - 2 Exits Required

8. Maximum distance from any point in a room to an exit : 200 feet (101) (IBC Table 1017.2 and Sprinklers)

9. Maximum distance from any point in a room to an exit access door 50 feet (NFPA 101) (IBC Section 407.4.2)

E. Plumbing Fixture Count ( IBC 2021 Table 2902.1 ) 1: Alamo Hall: I-2 Hospital 1 per room * Lavatories: 1 per room * Bathtubs/Showers: 1 per 15 186 occupants/15 = 12.4 bathtubs/showers

* Refer to Exception C : a single occupant toilet room with one water closet and one lavatory serving not more than two adjacent patient sleeping units shall be permitted provided that each patient sleeping unit has direct access to the toilet room and provision for privacy for the toilet room user is provided

Drinking Fountain: 1 per 100 186 occupants/100 = 2 drinking fountains Service Sink: 1 2: Alamo Hall: I-2 Employees Water Closet: 1 per 25 Estimated 25 employees: = 1 water closet Lavatories: 1 per 35 Estimated 25 employees: = 2 lavatories Drinking Fountains: 1 per 100 Estimated 25 employees: = 1 drinking fountain 3: Alamo Hall: I-2 Visitors Water Closets: 1 per 75 Estimated 40 visitors = 1 wc, 1 lav, 1 drinking fountain Lavatories: 1 per 100 4: Seidel - B occupants

a. Water closets: Women 87 employees = 3 water closets Men 87 employees = 3 water closets

b. Lavatories: 4 women / women

c. Drinking Fountains: 173 employees / 100 = 2 drinking fountains

Drinking Fountains 1 per 500

F. Window area in patient rooms: To be minimum 8% of patient room square footage.

APPLICABLE CODES

Building Codes (permit thru local jurisdiction not required):

1. International Building Code (2021 edition)

2. International Mechanical Code (2021 edition)

3. International Plumbing Code (2021 edition)

Safety Codes (mandated by Centers for Medicare/Medicare Services (CMS) and/or The Joint commission (TJC) and HHSC Regulatory Services:

1. NFPA 101 Life Safety Code (2012 edition)

2. NFPA 99 Health Care Facilities Code (2012 edition)

3. NFPA 70 National Electric Code (2020 edition)

4. NFPA 10 Portable Fire Extinguishers (2010 edition)

5. NFPA 13 Installation of Sprinkler Systems (2010 edition)

6. NFPA 72 National Fire Alarm Code (2010 edition)

7. NFPA 80 Fire Doors and Other Opening Protectives (2010 edition)

8. NFPA 90A Installation of Air Conditioning and Ventilating Systems (2012 edition)

9. NFPA 105 Smoke Door Assemblies and Other Opening Protectives (2010 edition) 10.NFPA 110 Emergency and Standby Power Systems (2010 edition)

Fire Codes (required by the State Fire Marshals Office):

1. NFPA 1 Fire Code ( 2015 edition)

2. International Fire Code (2021 edition)

Accessibility (state facilities fall under Title II - patient programs must be accessible):

1. Texas Accessibility Standards (2012 edition)

Energy Standards (required by SECO - State Energy Conservation Office):

1. ANSI/ASHARE 90.1 Energy Standards for Buildings Except Low-Rise Residential Buildings (2016 edition)

2. Texas Water Conservation Standards (standards and compliance form are on the SECO website https://comptroller.texas.gov/programs/seco/code/state-funded.php)

3. Review rainwater harvesting to determine is economically feasible for the project (per the SECO website).

4. International Energy Conservation Code (2018…