EXHIBIT E- DRAWINGS & SPECIFICATIONS.pdf

B O A R D O F R E G E N T S

OWNER / PROJ. MAN.

UNIVERSITY OF

HOUSTON-VICTORIA

3007 N BEN WILSON ST.

VICTORIA,TX. 77901

361-485-4550 P

CIVIL

DALLY + ASSOCIATES, INC.

9800 RICHMOND AVE

SUITE 460,

HOUSTON, TX. 787042

210-349-9098 P

STRUCTURAL

IES

10001 REUNION PLACE

SUITE 200, UNION SQUARE II

SAN ANTONIO, TX. 78216

210-349-9098 P

ARCHITECT

PBK ARCHITECTS

601 N.W. LOOP 410

SUITE 400

SAN ANTONIO, TX. 78216

210-829-0123 P 210-829-0578 F

MEPT

LEAF ENGINEERS

601 N.W. LOOP 410

SUITE 400

SAN ANTONIO, TX. 78216

210-638-7200 P

UNIVERSITY OF HOUSTON VICTORIA

R. VIC MORGAN

PRESIDENT

WAYNE B. BERAN

VICE PRESIDENT

ADMINISTRATION & FINANCE

MATTHEW ALEXANDER

DIRECTOR

CAPITAL PROJECTS

UNIVERSITY OF HOUSTON SYSTEM

RENU KHATOR

CHANCELLOR

JIM McSHAN

SENIOR VICE CHANCELLOR

ADMINISTRATION & FINANCE

NORTHWEST CAMPUS - SEWER RENOVATION

UNIVERSITY OF HOUSTON VICTORIA

04/30/2024

IS

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1604 EAST AIRLINE ROAD

VICTORIA, TEXAS 77901

PLAN

NORTH

NORTH

PROJECT LOCATION

SHEET NUMBER

SHEET DISCIPLINE TYPE

DISCIPLINE

A2.01A SEQUENCE (.01 - .99......etc.)

BUILDING AREA

0 GENERAL

1 SITE

2 FLOOR PLANS (Note: Flip Sheets are Schedules)

3 ROOF

4 ENLARGED PLANS

5 PLAN DETAILS

6 ELEVATIONS (Exterior and Interior)

7 PARTITION TYPES, WALL SECTIONS

8 CASEWORK, MILLWORK

9 DOORS, WINDOWS, FRAMES

10 CEILINGS

G GENERAL

C CIVIL

L LANDSCAPE

CA SPORTS

S STRUCTURAL

D DEMOLITION

A ARCHITECTURAL

M MECHANICAL

E ELECTRICAL

P PLUMBING

T TECHNOLOGY

DIMENSIONS

NOTE: all dimensions to face of wall unless otherwise noted

GRID LINE

FLOOR LINE

MATCH LINE

INTERIOR ELEVATION SYMBOL

DOOR DESIGNATION

EXTERIOR ELEVATION SYMBOL

PLAN OR DETAIL ENLARGED

DETAIL SECTIONS

AND VERTICAL SECTIONS

PARTITION TYPE

REVISION NUMBER

DETAIL ENLARGED

WINDOW DESIGNATION

EXISTING ELEVATION

FINISH GRADE ELEVATION

AREA DRAIN

PROPERTY LINE

NO.

NO.

A1.01 1

A1.01 12

10'-0".

6'-0". 4'-0".

18'-6"

SPOT COORDINATE

KEY NOTE

BREAK LINE

MATCH LINE

SEE XX/X-XXX

EQUIPMENT DESIGNATION

TOILET ACCESSORY SYMBOL

ROOM NAME AND NUMBER

SPOT ELEVATION

WHICH CONTINUATION

SHEET NUMBER ON

IS FOUND

PROPERTY LINE

FHC

FHC

FIRE HOSE CABINET

FEC

FEC

FIRE EXTINGUISHER CABINET

(RECESSED AND SURFACE MOUNTED)

(RECESSED AND SURFACE MOUNTED)

SHOWER HEAD

RTU

ROOF TOP UNIT

REFER TO MECHANICAL FOR

TYPE

F.D.

FLOOR SINK

FLOOR DRAIN

OVERFLOW DRAIN AND

ROOF DRAIN

F.S.

FENCING (WITH POSTS)

OVERFLOW DRAIN

ROOF DRAIN

EQ-#

TA-1

A-100

EXISTING PARTITION

NEW PARTITION

N - 58' 2" E - 150' 11"

A-100

SECTION CALLOUT SYMBOL

Name Elevation

1i

1t A

A101

Room name

A101

48"

48"

19"

48"

48"

27"

36"

48"

34"

28" - 34"

27"

27"

17"

17" - 19"

33" - 36"

MIRRORS: Max. Height to Bottom of Reflective Surface

TOILET PAPER DISPENSER: Height to Center of Roll (Max)

PAPER TOWEL DISPENSER: Height to Operating Mechanism

SWITCHES AND CONTROLS

Side Approach (Max)

Frontal Approach (Max)

DRINKING FOUNTAINS:

Knee Clearance (Min)

To Spout (Max)

Knee Clearance (Min)

Frontal Approach (Max)

SHELVES, DISPENSERS: Max. Height to Control Device

WATER CLOSET: To Top of Seat

URINAL: Max. To Rim of Basin

FIXED OR BUILT-IN:

Height of Tables or Counter:

Side Approach (Max)

Knee Clearance (Min)

LAVATORIES: Front Approach

To Top (Max)

Grab Bar Height

DESCRIPTION

To Faucet (Max)

44"Flush Control Height (Max)

44"Flush Control Height (Max)

40"At Lavatories and Counter Tops

35"Full Length

MIRRORS: Min. Height to Top of Reflective Surface

74"Full Length

25"

Ages: 13 - Adult (Grades 8 and Above)

EXIT

0"

M

A X

M

IN

5"

9" 12"

T Y

P

IC

A L

M

A X

EQ EQ

FIRE ALARM (COMBINATION

SPEAKER AND STROBE)

FIREMAN'S PHONE JACK

WALL MOUNTED EXIT LIGHT

LIGHT SWITCH AND DIMMER

THERMOSTAT OR OTHER

CONTROL DEVICE

ELECTRIC, TELEPHONE,

OR DATA RECEPTACLE

ALIGN ITEMS WHEN POSSIBLE

A T

C O

U N

T E

R S

M

A X

10 - 24"

OBSTRUCTION

MIN.

24"

ALIGN STACKED DEVICES

WHERE POSSIBLE

M

A X

SIGNAGE

18"

CLEAR SPACE AT

TACTILE SIGNAGE

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

F O

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G0.01

INDEX, DRAWING

CONVENTIONS, AND

LOCATION MAP

04/30/2024 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

K. BRITTAIN

C. WHITTINGSTALL

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04/30/2024

A A.D. AREA DRAIN

A A.D.A. AMERICANS WITH DISABILITIES ACT

A A.D.A. 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

A A.D.A.A.G. AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES

A A.F.F. ABOVE FINISH FLOOR

A A.F.G. ABOVE FINISH GRADE

A A.H.J. ATHORITY HAVING JURISDICTION

A A/C AIR CONDITIONING

A ACC. ACCESSIBLE, ACCESSIBILITY

A ACP. ACOUSTICAL PANEL

A ACT. ACOUSTICAL TILE

A ADJ. ABADJUSTABLE

A ALT. ALTERNATE

A ALUM. ALUMINUM

A ASPH. ASPHALT

A ے ANGLE

B B.O.D. BOTTOM OF DECK

B B.U.R. BUILT-UP ROOF

B BD. BOARD

B BLDG. BUILDING

B BLK. BLOCK

B BM. BEAM

C C CHANNEL

C C.J. CONTROL JOINT

C C.M.U. CONCRETE MASONRY UNIT

C C.W. COLD WATER

C CAB, CABT CABINET

C CFMF COLD-FORMED METAL FRAMING

C CFSF COLD-FORMED STEEL FRAMING

C CL CENTERLINE

C CLG. CEILING

C CLR CLEAR

C COL. COLUMN

C COMP. COMPRESSIBLE

C CONC. CONCRETE

C COND. CONDITION

C CONT. CONTINUOUS

C CORR. CORRIDOR

C CPT. CARPET (ED)

C CT. CERAMIC TILE

C CTSK. COUNTER SINK

D D DRYER

D D.F. DRINKING FOUNTAIN

D D.P. DAMPPROOFING

D D.S. DOWN SPOUT

D DIA. DIAMETER

D DIM. DIMENSION

D DTL. DETAIL

D DWG. DRAWING

E E.J. EXPANSION JOINT

E E.Q. EQUAL

E EA. EACH

E EDF ELECTRIC DRINKING FOUNTAIN

E EL. ELEVATION (HEIGHT)

E ELEC. ELECTRICAL

E ELECT. ELECTRICAL

E ELEV ELEVATION (DRAWING)

E EQUIP EQUIPMENT

E EXIST EXISTING

E EXP EXPANSION

E EXT EXTERIOR

F F.E. FIRE EXTINGUISHER

F F.E.C. FIRE EXTINGUISHER CABINET

F F.H.C. FIRE HOSE CABINET

F FB. FACE BRICK

F FD. FLOOR DRAIN

F FIN. FINISH (ED)

F FIXT. FIXTURE

F FLR. FLOOR (ING)

F FLSHG. FLASHING

F FLUOR FLUORESCENT

F FRP FIBER REINFORCED PLASTIC

G G.B. GRAB BAR

G G.I. GALVANIZED IRON

G GA. GAUGE

G GALV. GALVANIZED

G GCMU GLAZED CONCRETE MASONRY UNIT

G GEN. GENERAL

G GEN. GENERAL

G GL. GLASS / GLAZING

G GL. GLASS

G GR. GRADE

G GTP. GLAZED TILE PAVER

G GYP. GYPSUM DRYWALL

H H.W. HOT WATER

H HM HOLLOW METAL FRAME

H HORIZ. HORIZONTAL

H HT. HEIGHT

I I.D. INSIDE DIAMETER

I I.P.S. IRON PIPE SIZE

I INSUL INSULATE (ED), (ION)

I INT. INTERIOR

J JT. JOINT

L L.P. LIGHT POLE

L LAM. LAMINATE (D)

L LAV. LAVATORY

L LT. LIGHT

L LT. WT. LIGHTWEIGHT

M M.O. MASONRY OPENING

M MAS. MASONRY

M MATL. MATERIAL (S)

M MAX. MAXIMUM

ARCHITECTURAL

A100 ARCHITECTURAL SITE PLAN - NEW

A101 COMPOSITE PLAN - FIRST FLOOR

A102 FLOOR PLAN, INTERIOR ELEVATIONS, PARTITION TYPES

A103 EXTERIOR ELEVATION, WALL SECTION, & SCHEDULES

A301 ROOF PLAN

GENERAL

G0.00 COVER SHEET

G0.01 INDEX, DRAWING CONVENTIONS, AND LOCATION MAP

ABBREVIATIONS DRAWING INDEX

SHEET NUMBERING

SITE LOCATION MAP

DEMOLITION

AD100 SITE DEMOLITION PLAN

AD101 ENLARGED DEMOLITION PLANS

PROXIMITY MAP

EAST AIRLINE ROAD

N O

R T

H L

A U

R E

N T

S T

R E

E T

DRAWING CONVENTIONS

M MB. MARKER BOARD

M MECH. MECHANICAL

M MEM MEMBRANE

M MEM. WP. MEMBRANE WATERPROOFING

M MEP MECHANICAL, ELECTRICAL,

PLUMBING

M MEPT MECHANICAL, ELECTRICAL,

PLUMBING, TECHNOLOGY

M MEZZ. MEZZANINE

M MFR. /

MANUF.

MANUFACTURE (R)

M MH. MANHOLE

M MIN. MINIMUM

M MISC. MISCELLANEOUS

M MOD MODULAR

M MTL METAL

M MTP. METAL TOILET PARTITION

N N.D. NAPKIN DISPOSAL

N N.I.C. NOT IN CONTRACT

N N.T.S. NOT TO SCALE

N N.V. NAPKIN VENDOR

N NO. NUMBER

N NOM. NOMINAL

O O.C. ON CENTER (S)

O O.C.E.W. ON CENTER EACH WAY

O O.D. OUTSIDE DIAMETER

O O.F.C.I. OWNER FURNISHED, CONTRACTOR

INSTALLED

O O.H. OPPOSITE HAND

O OPNG. OPENING

O OPP. OPPOSITE

P P. LAM. /

PLAM

PLASTIC LAMINATE

P P.C. PRECAST

P P.H. PAPER HOLDER

P P.L. PROPERTY LINE

P P.P. POWER POLE

P P.W.B. PREFINISHED WALL BOARD

P PL. PLATE

P PLUMB. PLUMBING

P PLYWD. PLYWOOD

P POL. POLISHED

P PR. PAIR

P PREFIN. PRE-FINISHED

P PT PRESSURE-TREATED

P PT. POINT

P PTD. PAINTED

Q Q.T. QUARRY TILE

R R / RAD RADIUS

R RCP REFLECTED CEILING PLAN

R RD ROOF DRAIN

R RE. , REF. REFER TO / REFERENCE / SEE

R RECP. RECEPTACLE

R REINF. REINFORCE (D), (ING)

R REQ'D. REQUIRED

R RES. RESILIENT

R REV. REVISION (S), REVISED

R RF RECREATIONAL RESILIENT

FLOORING

R RPG. RELOCATABLE PAINTED GYPSUM

BOARD

R RSS. ROD STOCK AND SEALANT

S S.C. SEALED CONCRETE

S S.D. SOAP DISPENSER

S S.N.D. SANITARY NAPKIN DISPOSAL

S SCHED SCHEDULE

S SCPL SOLID CORE PLASTIC LAMINATE

S SECT SECTION

S SHT SHEET

S SIM SIMILAR

S SPC SPECIAL COATING SYSTEM

S SPEC SPECIFICATION (S)

S SQ. SQUARE

S SS / SS.

STL.

STAINLESS STEEL

S STL STEEL

S STRUC /

STRUCT

STRUCTURAL

S SUSP SUSPENDED

S SVDF SHEET VINYL DANCE FLOORING

S SVF SHEET VINYL FLOORING

T T.A.S. TEXAS ACCESSIBLITY STANDARDS

(2012)

T T.B. TACK BOARD

T T.D.R. TOWEL DISPENSER AND RECEPTACL

T T.O. TOP OF

T T.O.B. TOP OF (WOOD) BLOCKING

T T.O.M. TOP OF MASONRY

T T.O.P. TOP OF PARAPET

T T.O.S. TOP OF STEEL

T T.T.D. TOILET TISSUE DISPENSER

T TEL TELEPHONE

T TERR TERRAZZO

T THK THICK (NESS)

T TYP TYPICAL

U U.N.O. UNLESS NOTED OTHERWISE

U UR. URINAL

V V VENT

V V.C.T. VINYL COMPOSITION TILE

V V.I.F. VERIFY IN FIELD

V VENT. VENTILATING, VENTILATED

V VER. VERIFY

V VERT. VERTICAL

V VGB (PREFINISHED) VINYL CLAD GYPSUM

BOARD

V VWC VINYL WALL COVERING

W W WASHING MACHINE

W W.P. WATER PROOFING

W W.S. WEATHERSTRIP

W W.W. WATER WELL

W W.W.F. WELDED WIRE FABRIC

W W.W.M. WOVEN WIRE MESH

W W/ WITH

W WC WATER CLOSET

W WD WOOD

W WDW WINDOW

W WT WEIGHT

CIVIL

C1.00 DEMOLITION PLAN

C2.00 LAYOUT & UTILITY PLAN

C3.00 PAVING PLAN

C4.00 SWPPP PLAN

C5.00 SITE DETAILS

STRUCTURAL

S104 ENLARGED FIRST FLOOR FRAMING PLAN - AREA A

S105 PARTIAL FIRST FLOOR FRAMING PLAN - AREA B

S401 SECTIONS AND DETAILS

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

BUILDING ENVELOPE

BEAM

T 210-638-7200

1/4" = 1'-0"

21 ACCESSIBILE MOUNTING HEIGHTS

3/8" = 1'-0"

27 MISC MOUNTING HEIGHTS

ACCESSIBILITY GUIDELINES

PLUMBING

P-000 PLUMBING SYMBOLS AND ABBREVIATIONS

PUD-101 1ST LEVEL UNDERFLOOR PLUMBING DEMO PLAN - COMPOSITE

PU-101 1ST LEVEL UNDERFLOOR PLUMBING PLAN - COMPOSITE

P-301 PLUMBING ROOF PLAN

P-401 PLUMBING ENLARGED PLAN

PROJECT LIMITS

PROJECT SITE

ALTERNATES:

1. PREFABRICATED AVADEK CANOPY IN LIEU OF

STEEL FRAMING

No. Description Date

LEGEND

PROPOSED SAWCUT

DEMOLITION NOTES TO CONTRACTOR:

1. THE CONTRACTOR AND OWNER SHALL COORDINATE WITH

UTILITY SERVICE PROVIDERS FOR TERMINATION OF POWER AND

GAS SERVICES TO THE SITE OR NEW SERVICES. THIS WORK

SHALL BE PERFORMED BY THE UTILITY SERVICE PROVIDER AND

SHALL BE SCHEDULED AS ONE OF THE FIRST ITEMS OF

BUSINESS.

2. ALL SITE FEATURES NOT IDENTIFIED TO BE DEMOLISHED ARE TO

REMAIN AND SHALL BE PROTECTED-IN-PLACE.

3. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BECOME THE

PROPERTY OF THE CONTRACTOR.

4. CONTRACTOR TO FOLLOW ALL RECOMMENDED SAFETY AND

DISPOSAL PROCEDURES INCLUDING BUT NOT LIMITED TO EPA,

TCEQ & OSHA.

5. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEBRIS

OFFSITE.

6. BACKFILL ALL VOIDS FROM REMOVED ITEMS WITH STRUCTURAL

FILL MATERIAL PLACED AND COMPACTED PER GEOTECHNICAL

REPORT.

7. WHEN EXISTING SIDEWALK IS CLOSED FOR CONSTRUCTION,

CONTRACTOR SHALL BARRICADE THAT AREA AND PROVIDE SAFE

ALTERNATE PATH FOR PEDESTRIANS WITH PROPER SIGNAGE.

8. CONTRACTOR SHALL REPAIR ANY ITEMS DAMAGED DURING

CONSTRUCTION TO THEIR ORIGINAL CONDITION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

POSITIVE DRAINAGE ON SITE DURING ALL CONSTRUCTION

ACTIVITIES.

10. THE CONTRACTOR SHALL ENTER AND EXIT THE SITE THROUGH

EXISTING DRIVEWAY.

11. CONTRACTOR SHALL NOTE ALL UTILITY PLUG LOCATIONS ON

FIELD RECORD DRAWINGS.

EXISTING PAVEMENT TO BE REMOVED

EXISTING CONCRETE SIDEWALK

TO BE REMOVED

EXISTING

BUILDING

AIRLINE RD

124.21'

7.03'

13.82'

15.55'

6.00'

313.93'

51.78'

DEMOLITION PLAN

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

FO

R

BLU

EBEAM

LABELIN

G

/O C

R

Fi le

Pa th

Plot Stamp:

1"

0"

1/29/2024 1:43:21 PM

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2024/04/30 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

Author

Checker

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AXX

SAMPLE SHEET

No. Description Date

Houston, Texas 77042 t 713 337 8881

TEXAS REGISTERED ENGINEERING

FIRM F-3426

+ A S S O C I A T E S S T R U C T U R A L | C I V I L

9800 Richmond Avenue, Suite 460

D + A PROJECT No. C23-022-00

04/30/2024

C1.00

EXISTING TREE TO BE

REMOVED AND REPLACED.

GENERAL CONSTRUCTION NOTES :

1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED

TO BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM THE

BEST INFORMATION AVAILABLE.

2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE

FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF

DISCREPANCIES OCCUR.

3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE

DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE

COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY

HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE

UNDERGROUND UTILITIES.

4. CAUTION!!! THERE ARE OVERHEAD POWER LINES IN THE WORK

AREA. CONTRACTOR SHALL FOLLOW CITY, STATE AND FEDERAL

GUIDELINES WHEN WORKING AROUND EXISTING POWER LINES.

5. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS

REQUIRED PRIOR TO STARTING CONSTRUCTION.

6. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

7. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR

BUILDING DIMENSIONS.

8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL

COORDINATE STAGING AND TRAFFIC CONTROL PLANS WITH

OWNER.

9. ALL DISTURBED AREAS NOT TO BE PAVED OR LANDSCAPED

SHALL BE SODDED UPON COMPLETION.

10. CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE

FOR SECURING ALL UTILITY PERMITS, PRIOR TO INSTALLATION

OF ANY UTILITIES INCLUDING WATER, SEWER, ELECTRIC, CABLE

TELEVISION AND GAS.

SANITARY KEY NOTES:

PROPOSED SANITARY SEWER CLEANOUT.

CONNECT PROPOSED SANITARY SEWER LINE TO EXISTING

MANHOLE.

DRAINAGE KEY NOTES:

PROPOSED 7' TRENCH DRAIN. SEE DETAIL SHEET C5.00.

CONNECT TO EXISTING STORM PIPE

S1

S2

D1

D2

EXISTING

BUILDING

AIRLINE RD

EXISTING

BUILDING

AIRLINE RD

S1 S3

S1

S1

PROP. 155 LF OF 4" SDR

26 SAN. SWR. @ 1.0% S2

D1

PROP 22 LF

8" HDPE STM. SWR.

@1.00%

EXISTING 12" RCP

STM SWR.

EXISTING 6" STM SWR.

EXISTING 18" STM SWR.

D2

EXISTING GRATE INLET

TOP 99.01

12" FL 96.17 (N)

18" FL 95.67 (S)

EXISTING GRATE INLET

TOP 99.01

12" FL 97.01 (S)

- CONC. PAVEMENT -

PROP. 4" SAN

FL 95.38

PROP. 4" FL 92.63

PROP. 4" SAN

FL 94.50

8" FL 97.67

PROP. 123 LF OF 4" SDR

26 SAN. SWR. @ 1.0%

PROP. 148 LF OF 4" SDR

26 SAN. SWR. @ 1.0%

PROP. 111 LF OF 4" SDR

26 SAN. SWR. @ 1.0%

LAYOUT & UTILITY

PLAN

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

FO

R

BLU

EBEAM

LABELIN

G

/O C

R

Fi le

Pa th

Plot Stamp:

1"

0"

1/29/2024 1:43:21 PM

Au tod es k D oc s:/

/U

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2024/04/30 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

Author

Checker

E

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AD

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AXX

SAMPLE SHEET

No. Description Date

Houston, Texas 77042 t 713 337 8881

TEXAS REGISTERED ENGINEERING

FIRM F-3426

+ A S S O C I A T E S S T R U C T U R A L | C I V I L

9800 Richmond Avenue, Suite 460

D + A PROJECT No. C23-022-00

04/30/2024

C2.00

GENERAL CONSTRUCTION NOTES :

1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO

BE COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM THE

BEST INFORMATION AVAILABLE.

2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE

FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF

DISCREPANCIES OCCUR.

3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE

DRAWINGS IS SHOWN IN AN APPROXIMATE WAY ONLY. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE

COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY

HIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE

UNDERGROUND UTILITIES.

4. CAUTION!!! THERE ARE OVERHEAD POWER LINES IN THE WORK

AREA. CONTRACTOR SHALL FOLLOW CITY, STATE AND FEDERAL

GUIDELINES WHEN WORKING AROUND EXISTING POWER LINES.

5. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS

REQUIRED PRIOR TO STARTING CONSTRUCTION.

6. ALL DIMENSIONS ARE TO FACE OF CURB OR EDGE OF PAVEMENT

UNLESS OTHERWISE NOTED.

7. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR

BUILDING DIMENSIONS.

8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL

COORDINATE STAGING AND TRAFFIC CONTROL PLANS WITH

OWNER.

9. ALL DISTURBED AREAS NOT TO BE PAVED OR LANDSCAPED

SHALL BE SODDED UPON COMPLETION.

10. CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE

FOR SECURING ALL UTILITY PERMITS, PRIOR TO INSTALLATION OF

ANY UTILITIES INCLUDING WATER, SEWER, ELECTRIC, CABLE

TELEVISION AND GAS.

SAWCUT NOTES:

1. SAWCUT 2" MINIMUM DEPTH, EXPOSE AND CLEAN EXISTING

REINFORCING STEEL.

2. IF NO REINFORCING STEEL EXISTS, #5 HORIZONTAL DOWELS, 24"

LONG, GRADE 60, SHALL BE DRILLED AND EMBEDDED 12" INTO

THE CENTER OF EXISTING CONCRETE WITH EPOXY. AIR BLOW TO

CLEAN HOLE BEFORE EPOXY.

3. ALL REINFORCING STEEL SHALL BE PLACED 3" CLEAR

(2" ABSOLUTE MINIMUM) FROM EDGE OF CONCRETE.

LEGEND

PROPOSED CONCRETE PAVEMENT

SAWCUT LINE

PROPOSED CONCRETE SIDEWALK

PAVEMENT KEY NOTES:

PROPOSED ASPHALT PAVEMENT REPLACEMENT. MATCH

EXISTING PAVING ELEVATIONS.

PROPOSED CONCRETE SIDEWALK REPLACEMENT. MATCH

EXISTING PAVING ELEVATIONS.

P1

P2

EXISTING

BUILDING

AIRLINE RD

EXISTING

BUILDING

AIRLINE RD

- CONC. PAVEMENT -

P1

P2

P2

P1 P1

P2

PAVING PLAN

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

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2024/04/30 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

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AXX

SAMPLE SHEET

No. Description Date

Houston, Texas 77042 t 713 337 8881

TEXAS REGISTERED ENGINEERING

FIRM F-3426

+ A S S O C I A T E S S T R U C T U R A L | C I V I L

9800 Richmond Avenue, Suite 460

D + A PROJECT No. C23-022-00

C3.00

LEGEND

INLET PROTECTION BARRIER

(STAGE II)

PROPOSED SILT SOCK

IPB

GENERAL CONSTRUCTION NOTES

1. ALL UNDERGROUND UTILITIES SHOWN ARE NOT GUARANTEED TO BE

COMPLETE OR DEFINITE, BUT WERE OBTAINED FROM THE BEST

INFORMATION AVAILABLE.

2. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD

PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF DISCREPANCIES

OCCUR.

3. THE LOCATION OF ALL UTILITIES PRESENTED ON THESE DRAWINGS IS

SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL

DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE

AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE

AND PRESERVE THESE UNDERGROUND UTILITIES.

4. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS REQUIRED

PRIOR TO STARTING CONSTRUCTION.

5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE

STAGING AND TRAFFIC CONTROL PLANS WITH OWNER.

6. ALL DISTURBED AREAS SHALL BE SODDED UPON COMPLETION IF NOT

TO BE PAVED OR LANDSCAPED.

7. CONTRACTOR SHALL UTILIZE TEMPORARY EROSION CONTROL MAT OR

EQUAL DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

ENSURING WATER QUALITY CONTROLS MEET TCEQ STANDARDS.

STABILIZED CONSTRUCTION ACCESSSC

SWPPP CONSTRUCTION NOTES :

1. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE

BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK

SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS

ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT,

BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR

SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE.

2. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED

DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY

CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE

VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS

COMPLETE AND THEN REMOVED BY CONTRACTOR.

3. ALL EROSION CONTROL MEASURES SHALL BE CLEANED AFTER EVERY

RAIN.

4. CONTRACTOR SHALL ENTER AND EXIT SITE FROM EXISTING DRIVEWAY.

EXISTING

BUILDING

OUR LADY OF VICTORY SCHOOL

CATHOLIC DIOCESE OF VICTORIA

AIRLINE RD

LOT 29

LOT 1

LOT 29

LOT 1

LOT 29

SC

IPB

IPB

EXISTING

BUILDING

OUR LADY OF VICTORY SCHOOL

CATHOLIC DIOCESE OF VICTORIA

AIRLINE RD

LOT 29

LOT 1

LOT 29

LOT 1

LOT 29IPB

IPB

SWPPP PLAN

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

FO

R

BLU

EBEAM

LABELIN

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2024/04/30 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

Author

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AXX

SAMPLE SHEET

No. Description Date

Houston, Texas 77042 t 713 337 8881

TEXAS REGISTERED ENGINEERING

FIRM F-3426

+ A S S O C I A T E S S T R U C T U R A L | C I V I L

9800 Richmond Avenue, Suite 460

D + A PROJECT No. C23-022-00

C4.00

SITE DETAILS

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

FO

R

BLU

EBEAM

LABELIN

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0"

1/29/2024 1:43:21 PM

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2024/04/30 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

Author

Checker

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AXX

SAMPLE SHEET

No. Description Date

Houston, Texas 77042 t 713 337 8881

TEXAS REGISTERED ENGINEERING

FIRM F-3426

+ A S S O C I A T E S S T R U C T U R A L | C I V I L

9800 Richmond Avenue, Suite 460

D + A PROJECT No. C23-022-00

C5.00

GENERAL DEMOLITION NOTES

1. DEMOLITION PLANS INDICATE SOME OF THE SCOPE-OF-WORK INVOLVED FOR THE DEMOLITION

PHASE OF THIS PROJECT. CONTRACTOR SHALL REVIEW ALL SHEETS FOR ADDITIONAL

DEMOLITION SCOPE.

2. CONTRACTOR SHALL VERIFY EXISTING SITE AND BUILDING CONDITIONS AND DIMENSIONS IN

THE FIELD PRIOR TO DEMOLITION ACTIVITIES AND WORK.

3. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING.

4. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY POSSIBLE ASBESTOS

CONTAINING MATERIALS DISCOVERED BEFORE PROCEEDING WITH WORK, PROTECT INTERIOR

CONSTRUCTION TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE COMMENCING WORK.

6. AFTER AWARD OF THE CONTRACT, CHANGE ORDER REQUESTS FOR ADDITIONAL MONEY WILL

NOT BE APPROVED IF THE WORK COULD HAVE BEEN ANTICIPATED DURING A SITE VISIT BY THE

CONTRACTOR.

7. CONTRACTOR SHALL NOT SCALE DRAWINGS.

8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING, TEMPORARY BRACING,

AND OR TEMPORARY SUPPORTS AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF

EXISTING STRUCTURE TO REMAIN AND OR EXISTING BUILDING ELEMENTS TO REMAIN.

9. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO

DEMOLITION ACTIVITIES AND WORK.

10. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS REGULARLY AS NECESSARY TO ELIMINATED

INTERFERENCE WITH ROADS, STREET, WALKS, AND ALL OTHER ADJACENT FACILITIES.

11. CONTRACTOR SHALL REPAIR, REPLACE, OR PATCH EXISTING BUILDINGS, DRIVEWAYS,

SIDEWALKS, CANOPIES, AND OR PARKING AREAS DAMAGED, MODIFIED, AND OR DISTURBED BY

DEMOLITION WORK AT NO COST TO THE OWNER.

12. ALL EXISTING EQUIPMENT THAT REMAINS SHALL BE PROTECTED DURING DEMOLITION AND OR

CONSTRUCTION TO PREVENT DAMAGE. ANY DAMAGE TO REMAINING EXISTING EQUIPMENT

SUSTAINED DURING DEMOLITION AND OR CONSTRUCTION SHALL BE EQUIVALENTLY REPLACED

OR EQUIVALENTLY REPAIRED AT NO COST TO THE OWNER.

13. CONTRACTOR SHALL PROVIDE TRAFFIC HANDLING MEASURES TO PROTECT THE GENERAL

PUBLIC AT ALL TIMES, AS NECESSARY AND AS REQURED BY AUTHORITIES HAVING

JURISDICTION.

14. DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY

AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS

TO EXISTING UTILITIES, AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

15. WHEN UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED,

PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF SERVICE BEFORE PROCEEDING

WITH DEMOLITION.

16. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO THE

FOLLOWING: ELECTRIC, GAS, WATER, TELEPHONE, STORM SEWER, AND SANITARY SEWER FOR

FIELD LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITY LINES. PRIOR TO

COMMENCEMENT OF ANY DEMOLITION WORK, CONTRACTOR SHALL IDENTIFY ALL ELECTRICAL

CIRCUITS SERVICING THE AREA INVOLVED WITH THIS DEMOLITION. THOSE CIRCUITS SHALL

THEN BE LOCKED OUT AND TAGGED OUT IF THEY DO NOT SERVICE ANY OF THE REMAINING

BUILDING. THOSE CIRCUITS WHICH ARE IDENTIFIED TO SERVICE BOTH THE AREA TO BE

DEMOLISHED AND THE REMAINING BUILDING SHALL BE SPLIT SO AS TO KILL ALL ELECTRICAL

POWER TO THE AREA TO BE DEMOLISHED WHILE MAINTAINING POWER TO THE REMAINDER OF

THE BUILDING.

17. CONTRACTOR SHALL RELOCATE UTILITIES AND EQUIPMENT AS REQUIRED TO ACCOMMODATE

NEW HVAC, ELECTRICAL, PLUMBING, AND TECHNOLOGY REQUIREMENTS FOR NEW WORK.

18. PROTECT EXISTING SITE ELEMENTS AND EXISTING LANDSCAPING TO REMAIN. PROTECTION

SHALL INCLUDE BUT NOT BE LIMITED TO EXISTING TREES AND OTHER EXISTING VEGETATION

INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING, OR SKINNING OF

ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING

CONSTRUCTION MATERIAL OR EXCAVATED MATERIAL WITHIN DRIP LINES.

19. CONTRACTOR SHALL REGRADE AND HYDROMULCH AREAS AFFECTED BY DEMOLITION.

20. OWNER HAS RIGHT OF FIRST REFUSAL OF ALL ITEMS REMOVED AS PART OF THE SCOPE OF

WORK, WHETHER IDENTIFIED AS SALVAGE OR NOT.

21. NOTIFY THE BUILDING OWNER OF ANY MATERIALS, FIXTURES, ETC. TO BE REMOVED THAT ARE

DEEMED SALVAGEABLE. TURN OVER ANY REQUESTED ITEMS TO THE BUILDING OWNER IN

GOOD AND CLEAN CONDITION.

22. ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THE OWNER AS NECESSARY PRIOR TO

THE DEMOLITION WORK OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH OWNER AS

REQUIRED.

23. REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE DRAWINGS. SHOULD

ANY DAMAGE OCCUR TO ANY EXISTING CONSTRUCTION TO REMAIN, THE CONTRACTOR SHALL

REPAIR THE DAMAGE TO MATCH EXISTING AND OR ADJACENT CONSTRUCTION AT NO COST TO

THE OWNER.

24. MAINTAIN ANY AND ALL EXISTING FIRE-RATED ASSEMBLIES THAT ARE TO REMAIN, AND THEIR ASSOCIATED FIRE-RATINGS, INCLUDING BUT NOT LIMITED TO ALL ASSOCIATED EXISTING FIRE-

RATED OPENINGS, ALL ASSOCIATED EXISTING FIRE-RATED PENETRATIONS, AND ALL

ASSOCIATED EXISTING FIRE-RATED FIRESTOPPING CONDITIONS.

25. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT

WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, DETERMINE THE NATURE AND

EXTENT OF THE CONFLICT AND NOTIFY THE ARCHITECT IMMEDIATELY FOR RESOLUTION.

26. REMOVE, PATCH, AND REPAIR ALL ABANDONED ROOF PENETRATIONS RESULTING FROM WORK.

27. SAW-CUT AND REMOVE EXISTING FLOOR FINISHES AND FLOOR SLAB AS REQUIRED TO INSTALL

NEW FIXTURES, ITEMS, AND OR DEVISES FOR ALL SCOPE-OF-WORK PERTAINING TO NEW

MECHANICAL WORK, NEW PLUMBING UTILITIES, NEW PLUMBING WORK, NEW ELECTRICAL

WORK, AND NEW TECHNOLOGY WORK. SPLICE NEW REINFORCING BARS DOWELLED INTO

EXISTING CONCRETE AND PROVIDE NEW VAPOR RETARDER AND NEW CONTINUOUS

WATERSTOPS AT JOINT BETWEEN NEW CONCRETE FLOOR SLAB AND EXISTING CONCRETE

FLOOR SLAB. PATCH WITH NEW 3,500 PSI MINIMUM CONCRETE AND PREPARE FLOOR,

INCLUDING NEW CONCRETE, TO RECEIVE NEW FLOOR FINISHES. COORDINATE WITH

STRUCTURAL.

28. EXISTING WALLS (OR PORTIONS OF WALLS) TO BE REMOVED SHALL BE CUT FLUSH WHERE

INTERSECTING WITH WALLS TO REMAIN. REMAINING WALLS TO BE PATCHED AND FINISHED

SMOOTH.

29. NEW OPENING TO BE CUT IN EXISTING WALLS SHALL BE SAW-CUT AT LOCATIONS INDICATED TO THE HEIGHT AND WIDTH INDICATED. NEW LINTELS SHALL BE INSTALLED TO SUPPORT EXISTING

WALL CONSTRUCTION ABOVE AS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS

REQUIRED FOR NEW WALL CONSTRUCTION PER STRUCTURAL DRAWINGS. COORDINATE

LOCATIONS OF ALL NEW OPENINGS IN EXISTING WALLS AND PARTITIONS WITH ARCHITECTURAL

PLANS.

30. WHERE EXISTING WALL OPENINGS ARE TO BE NEWLY CLOSED-OFF, REMOVE ANY EXISTING

OPENING FRAME AND PATCH AND REPAIR EXISTING WALL TO MATCH EXISTING ADJACENT

MATERIALS AND FINISHES, UNLESS NOTED OTHERWISE.

31. WHERE EXISTING INTERIOR WALLS ARE REPLACED OR REMOVED, REMOVE MEPT SYSTEMS

BACK TO PANEL, OR MECHANICAL ROOM, OR FARTHEST POSSIBLE POINT WITHOUT DISTURBING

EXISTING CONSTRUCTION. REMOVE EXISTING MECHANICAL EQUIPMENT, RELOCATE POWER

PER MEPT DRAWINGS

32. REFER TO MEPT DRAWINGS FOR DEMOLITION OF MEPT SYSTEMS. IDENTIFY WORK REQUIRED

BY THIS CONTRACTOR WHICH MAY AFFECT DEMOLITION AND OR REPAIRS OF ARCHITECTURAL

ELEMENTS. COORDINATE WITH RELATED SUBCONTRACTORS THE EXTENT OF ALL DEMOLITION

WORK.

33. PATCH FLOORS, WALLS CEILINGS WHICH REMAIN AT LOCATIONS WHERE PIPES, CONDUITS, ETC.

ARE REMOVED AS REQUIRED TO MATCH EXISTING CONDITIONS OR TO RECEIVE NEW FINISHES.

34. WHERE EXISTING FINISH FLOOR IS REMOVED, PREPARE FLOOR SURFACE TO RECEIVE NEW

FLOORING.

35. ALL DASHED LINES ARE DEMOLITION LINES U.N.O.

EAST AIRLINE ROAD

A N.I.C.

B N.I.C.

C N.I.C.

D N.I.C.

COURTYARD

N.I.C.

EXTENTS OF SITE DEMOLITION, RE: CIVIL DRAWINGS

RE: C1.00 FOR TRENCHING DIMENSIONS

OUR LADY

OF VICTORY

CATHEDRAL

N.I.C.

NOT IN CONTRACT

DEMOLITION LEGEND

EXTENTS OF DEMOLITION

IN SCOPE

N

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

KEY PLAN

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

PLAN TRUE

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AD100

SITE DEMOLITION

PLAN

04/30/2024 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

K. BRITTAIN

C. WHITTINGSTALL

E A

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04/30/2024

1" = 30'-0"

6 DEMOLITION SITE PLAN

PLAN

NORTH

NORTH

A

N.I.C.

B

N.I.C.

C

N.I.C.

D

N.I.C.

N .I

.C

EXIST. CANOPY

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

BUILDING ENVELOPE

BEAM

T 210-638-7200

REF.

NPQ

4.5

DEMO EXISTING FLOOR FINISH LIMITS OF FLOOR FINISH DEMO

LIMIT OF TRENCHING FOR NEW

SEWER CONNECTION

PARTIALLY DEMO EXISTING

FLOOR FINISH FOR

TRENCHING. VERIFY IN

FIELD.

CONTRACTOR TO PROVIDE

IAQ(INDOOR AIR QUALITY)

MEASURES AT ALL PHASES

OF CONSTRUCTION

PREPARE ARE FOR TRENCH DRAIN

RE: CIVIL DRAWINGS.

EXISTING

WOMEN'S

A101

EXISTING MEN'S

A100

V.I.F.

10'-4 3/8"

/8

APPROXIMATE LENGTH OF

EXISTING SEWER LINE LOCATION.

CONTRACTOR TO VERIFY.

RE: C1.00 FOR TRENCHING

DIMENSIONS

RE:2/A102 FOR INTENT

OF DESIGN

CONTRACTOR TO

DEMOLISH PORTION

OF FLOOR FINISH AND

WALL FINISH IF

NECESSARY

CONTRACTOR TO

DEMOLISH PORTION

OF FLOOR FINISH AND

WALL FINISH IF

NECESSARY

1439 SF

KINESIOLOGY

859 SF

CORRIDOR

EXISTING MEN'S

A100

EXISTING WOMEN'S

A101

100 SF

TOILET

PARTIALLY DEMO EXISTING

CEILING

FOR NEW DOOR FRAMING

PARTIALLY DEMO EXISTING

CEILING

FOR NEW DOOR FRAMING

AB

3'-4"

V.I.F.

8'-9 3/4"

V.I.F.

4'-6"

SALVAGE

EXISTING

APPLIANCES

PARTIALLY

DEMO EXISTING

COUNTERTOP.

A10220

EXISTING PLUMBING

FIXTURES AND ITS

CONNECTION TO

REMAIN AND

PROTECT IN ALL

PHASES OF

CONSTRUCTION.

CONTRACTOR TO

PROVIDE

IAQ(INDOOR AIR

QUALITY)

MEASURES.

02 41 00.S9

N

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

KEY PLAN

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

PLAN TRUE

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AD101

ENLARGED

DEMOLITION PLANS

04/30/2024 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

K. BRITTAIN

C. WHITTINGSTALL

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N

P L

A N

S

04/30/2024

A

N.I.C.

B

N.I.C.

C

N.I.C.

D

N.I.C.

N .I

.C

EXIST. CANOPY

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

BUILDING ENVELOPE

BEAM

T 210-638-7200

1/4" = 1'-0"

06 ENLARGED DEMOLITION FLOOR PLAN

1/4" = 1'-0"

03 ENLARGED DEMOLITION REFLECTED CEILING PLAN

1/4" = 1'-0"

24 ENLARGED DEMOLITION FLOOR PLAN

PLAN

NORTH

NORTH

PLAN

NORTH

NORTH

PLAN

NORTH

NORTH

LMNPQRS

4.5

E X

I S

T I N

G

T O

R

E M

A I N

C O

V E R

E D

S L A B

COURTYARD

N.I.C.

UNIT A

EXISTING COLUMN

(FIELD VERIFY)

EXISTING COLUMN

(FIELD VERIFY)SCAN THE SLAB FOR

GRADE BEAM ALONG

COLUMN GRID LINE

APPROXIMATE

EXTENT OF NEW

TRENCH, SEE

PLUMBING AND

ARCHITECTURE

DWGS FOR EXACT

LOCATIONS

S401

S401

ABOVE

S401

JOSEPH H. HUIZAR

87226

1045 CENTRAL PARKWAY NORTH, SUITE 200

210.349.9098

SAN ANTONIO, TEXAS 78232

TBPE FIRM F-432IES JOB NO:

ENGINEERING COMMUNITIES FROM THE GROUND UP

ie-services.com

N

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

KEY PLAN

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

PLAN TRUE

BUILDING NUMBER

F O

R B

L U

E B

E A

M L

A B

E L

IN

G

/O C

R

F il e P a th

Plot Stamp:

1"

0"

NORTH:

1233263

N O

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ISSUED FOR CONSTRUCTION

04/30/24

23059904/30/2024

4/26/2024 11:59:55 AM

C :\U se rs

\M ar is el a\ D oc um en ts

\3

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rv t

S104

ENLARGED FIRST

FLOOR FRAMING

PLAN - AREA A

UNIVERSITY OF HOUSTON VICTORIA

Author

Checker

E A

S T

A

IR

LI

N

E R

O A

D V ic to ria , T ex as

S

E N

L A

R G

E D

F

IR

S T

F L

O O

R F

R A

M

IN

G P

L A

N

A R

E A

A

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887 north

SCALE: 3/32" = 1'-0"

1 PARTIAL FIRST FLOOR FRAMING PLAN - AREA A

A

N.I.C.

B

N.I.C.

C

D

N .I

.C

EXIST. CANOPY

A

A

H B

B

C

C

D

D

E

E

F

F

G

G

H.1

H.1

4.5

1' -0

N.I.C.

OPEN

AREA

S

UNIT BUNIT B

NEW EXTERIOR COURTYARD

APPROXIMATE EXTEND OF

NEW TRENCH, SEE PLUMBING

AND ARCHITECTURE

DRAWINGS FOR EXACT

LOCATIONS

S401

LEGEND

- INDICATES NOT IN CONTRACT (N.I.C.)

- INDICATES EXISTING TO REMAIN,

AREA OF NEW WORK.

- INDICATES THE EXTENT OF

TRENCHING FOR NEW SEWER

CONNECTION.

north

SCALE: 3/32" = 1'-0"

1 PARTIAL FIRST FLOOR FRAMING PLAN - AREA B

JOSEPH H. HUIZAR

87226

1045 CENTRAL PARKWAY NORTH, SUITE 200

210.349.9098

SAN ANTONIO, TEXAS 78232

TBPE FIRM F-432IES JOB NO:

ENGINEERING COMMUNITIES FROM THE GROUND UP

ie-services.com

N

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

KEY PLAN

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

PLAN TRUE

BUILDING NUMBER

F O

R B

L U

E B

E A

M L

A B

E L

IN

G

/O C

R

F il e P a th

Plot Stamp:

1"

0"

NORTH:

1233263

N O

R T

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ISSUED FOR CONSTRUCTION

04/30/24

23059904/30/2024

4/26/2024 11:59:56 AM

C :\U se rs

\M ar is el a\ D oc um en ts

\3

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S105

PARTIAL FIRST

FLOOR FRAMING

PLAN - AREA B

UNIVERSITY OF HOUSTON VICTORIA

Author

Checker

E A

S T

A

IR

LI

N

E R

O A

D V ic to ria , T ex as

S

P A

R T

IA

L

F

IR

S T

F L

O O

R F

R A

M

IN

G P

L A

N

A R

E A

B

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

A

N.I.C.

B

N.I.C.

C

D

N .I

.C

EXIST. CANOPY

PLAN NOTES:

1. SEE ARCHITECTURAL PLAN FOR NEW WORK.

AND MEP SERIES DWGS

VARIES, SEE PLAN

EXIST TOC EL=

-0'-0"

SAWCUT EXISTING

CONCRETE SLAB

AS REQD

FILL VOID W/ 3,000

PSI CONCRETE

IF PLASTIC SHEET VAPOR

RETARDER MEMBRANE IS

PRESENT, LAP 6" W/ NEW

10 MIL VAPOR RETARDER

AND TAPE SEAMS

BACKFILL & COMPACT WITH

EXCAVATED MATERIALS

T O

C

B E L O

W

BAR BEYOND

F

IE

L D

V E R

IF

Y

E X

IS

T S

L A B

T H

IC

K N E S S

DRILL 5/8"Ø BY 6" DEEP

HOLES AND NO LARGER,

CLEAN W/ COMP AIR AND

WIRE BRUSH. INSTALL

DOWELS W/ EPOXY

SEE PLUMBING OR OTHER

DISCIPLINE DWGS FOR PIPE

LOCATION AND ELEVATION

STOP SAWCUTS 6" SHORT OF GRADE

BEAMS WHERE PRESENT. LOCATE

GRADE BEAMS & POST TENSION

CABLES WITH GPR SCAN

(3)-#4 @ 12" OC MAX

#4 @ 12" OC MAX

STAGGER SIDES

THIS DETAIL APPLIES ONLY

IF GRADE SUPPORTED.

EXTEND NEW VAPOR

BARRIER AT LEAST 6"

UNDER THE EXISTING SLAB

EVEN IF EXISTING VAPOR

BARRIER IS NOT PRESENT

T H

IC

K N E S S

S L A B

B E A M

D E P T H

M

IN

N E W

C O

N C R

E T

B

L

W

B

T T O

M

O F P

IP

E

3'-0"

NEW PIPE

DRILL 8" & EPOXY

EMBED (2) #7 x

1'-4" 1'-

6"

EACH SIDE OF PIPE

CUT OUT & REMOVE BOTTOM

OF BEAM AND REBAR

ELEVATION

NOTES:

1. DETAIL FOR WHEN PIPE PENETRATIONS OCCUR IN THE

BOTTOM 6" OF AN EXISITING CONCRETE GRADE BEAM.

2. USE THIS DETAIL ONLY WHEN OPTIONS OF RAISING OR

LOWERING THE PIPE HAVE BEEN EXHAUSTED.

SECTION

A L L O

W E D

C O

R E H

O L E S

P

IP

P

N E T R

A T

IO

N

BEAM BOTTOM BARS

DO NOT CUT BARS

UNLESS ABSOLUTELY

NECESSARY,

SEE "ELEVATION"

BEAM TOP BARS

DO NOT CUT BARS

FILL BEAM VOID WITH

3000 PSI CONCRETE

THIS DETAIL APPLIES ONLY

IF GRADE SUPPORTED.

EXISTING

CONCRETE

SLAB AND

BEAM TO

REMAIN

CORE HOLE WHERE

APPLICABLE

6"

DO NOT CUT BEAM

TRENCH SLAB TO

BE REMOVED

FIELD VERIFY

1'-0"

F

IE

L D

V E R

IF

Y

4'-0" 3'-1 1/8"

Q

11 1/2" 2'-1 5/8"

BLDG LINE

BOS EL=

10'-0"

(FV)

EXISTING STEEL

LINTEL (FIELD VERIFY) BLDG LINE

3'-5"

2"

(FV)

5 1/2"

6"

1' -7

REMOVE ONLY

ENOUGH BRICK TO

INSTALL & WELD

CEILING

SOFFIT

NEW L6x6x3/8

TYP

3/16

S401

EXIST CONC

COLUMN

3/16

EXIST ROOFING

EXIST

STL BM

L5x5x3/8 x0'-8" LG

EXIST

ROOFJSTS401

TOS EL=

15'-0"

(FV)

L5x3x1/4

L2x2x3/16

Q

4.5

(FV)

11 1/2"

4"

BLDG LINE

SEALANT AS

SPECIFIED

ALL AROUND

COVER PL

1/2"x6"x9" T&B

3/16

L5x3x1/4 xCONT (LLV)

3/4"

EXISTING CONC

COL (12x12)

L6x6x3/8 x10" W/

(2)-1/2"Ø x 6" HILTI

KWIK BOLT TZ2

CARBON STEEL

ANCHORS

REMOVE ONLY ENOUGH

BRICK TO INSTALL &

WELD

S401

HSS6x3

1 1/2" 3 1/2"

3"

1 1 /2

1 1/4"Ø

STD PIPE

3/8" PL

1/4"Ø x 2" ZINC

CLEVIS PIN WITH

COTTER PIN, TYP

3/16

1' -0

9"

3" 3" 3"

L5x3x1/4

CUT OUT

FOR HSS

3/16

TYP

SEALANT AS

SPECIFIED

ALL AROUND

COVER (2)-

PL1/2"x6"x9"

JOINT AT

COVER PL

TYP

3/16

HSS, SEE PLAN

Q 3/4"

(FV)

11 1/2"

BLDG LINE

SEALANT AS

SPECIFIED

ALL AROUND

COVER PL

1/2"x6"x9" T&B

3/16

L5x3x1/4 xCONT (LLV)

REMOVE ONLY ENOUGH

BRICK TO INSTALL &

WELD

C6 HANGER

L6x6 x0'-8"

FACE OF BRICK

BELOW

4'-0"3'-1 1/8"

Q

11 1/2"2'-1 5/8"

BLDG LINE

BOS EL=

10'-0"

(FV)

EXISTING STEEL LINTEL

(FIELD VERIFY)

BLDG LINE

TOS EL=

15'-0"

(FV)

3'-5"

2"

(FV)

5 1/2"

6"

1' -7

REMOVE ONLY

ENOUGH BRICK TO

INSTALL & WELD

CEILING

SOFFIT

NEW

L6x6x3/8

S401

EXIST ROOFING

EXIST STL BM

L5x5x3/8 x0'-8" LG

EXIST

ROOFJST S401

C6x8.2 x3'-0"

3/16

TYP

3/16

1-12

TYP

1-12

TYP

Q

4.5

HSS6x3x3/16

H S S x x

HSS6x3x3/16

L2x2x3/16

L2x2x3/16

L2x2x3/16 L x x

A B

O V

E

1' -1

1/

1' -1

1/

S401

L6x6 (ABOVE)

C6 HANGER

3/16

5 1/2" 6"

S401

S401

S401

4'-0"

L x x 1/

L L V

B

E L O

W

D E C K

S P A N

L

1/ x

1/ x 1/

A

B O

V E

NOTE:

1. DECK SHALL BE 1/8" STEEL PLATE.

2. SLOPE STEEL STRUCTURE 1/4" PER

FOOT AWAY FROM THE BUILDING.

REFER TO ARCHITECTURAL DRAWING

FOR ALTERNATE CANOPY OPTION

Q

4.5

JOSEPH H. HUIZAR

87226

1045 CENTRAL PARKWAY NORTH, SUITE 200

210.349.9098

SAN ANTONIO, TEXAS 78232

TBPE FIRM F-432IES JOB NO:

ENGINEERING COMMUNITIES FROM THE GROUND UP

ie-services.com

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

BUILDING NUMBER

F O

R B

L U

E B

E A

M L

A B

E L

IN

G

/O C

R

F il e P a th

Plot Stamp:

1"

0"

1233263

N O

R T

H W

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W E

R R

E N

O V

A T

IO

N

IS

S

U E

D F

O R

C O

N S

T R

U C

T

IO

N

ISSUED FOR CONSTRUCTION

04/30/24

23059904/30/2024

4/26/2024 11:59:59 AM

C :\U se rs

\M ar is el a\ D oc um en ts

\3

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_m ar is el am

1.

rv t

S401

SECTIONS AND

DETAILS

UNIVERSITY OF HOUSTON VICTORIA

Author

Checker

E A

S T

A

IR

LI

N

E R

O A

D V ic to ria , T ex as

S

S E

C T

IO

N

S A

N D

D E

T A

IL

S

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

NO SCALE

1 DETAIL AT SAW CUT SLAB ON GRADE

NO SCALE

2 PIPE PENETRATION AT EXISTING CONCRETE BEAM

SCALE: 3/4" = 1'-0"

4 HEADER/SOFFIT SECTION

SCALE: 3/4" = 1'-0"

7 PLAN DETAIL

SCALE: 1" = 1'-0"

6 DETAIL

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

8 DETAIL

SCALE: 3/4" = 1'-0"

9 PLAN DETAIL

SCALE: 3/4" = 1'-0"

5 HEADER/SOFFIT SECTION

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

3 PLAN DETAIL AT RECESSED ENTRY

E. AIRLINE ROAD

EXISTING PARKING LOT

108,000 SF

EXISTING PARKING LOT

127,000 SF

EXISTING DRIVEWAY

APRON

EXISTING DRIVEWAY

APRON

E X

IS

T

IN

G

S

ID

E W

A

LK

EXISTING

COVERED

SLAB

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING SIDEWALK

EXISTING PARKING LOT

C O

U R

T Y

A R

D

PATCH AND REPAIR AREAS WHERE TRENCHING OCCURS AND MATCH EXISTING,

RE: CIVIL DWGS.

A N.I.C.

B N.I.C.

C N.I.C.

D N.I.C.

COURTYARD

N.I.C.

OUR LADY

OF VICTORY

CATHEDRAL

N.I.C.

PATCH AND

REPAIR AREAS

WHERE

TRENCHING

OCCURS AND

MATCH EXISTING,

RE: CIVIL DWGS.

GENERAL ARCH SITE PLAN NOTES

1. REFER TO CIVIL DOCUMENTS

2. COORD. ALL SPOT ELEVATIONS AND DIMENSIONS WITH CIVIL, LANDSCAPE, AND

OR STRUCTURAL DOCUMENTS

3. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS OF 1 %

MINIMUM, 2 % MAXIMUM AT ALL EXTERIOR PAVED PEDESTRIAN AREAS,

INCLUDING BUT NOT LIMITED TO, SIDEWALKS, PATIOS, STAIRS, PAVING, U.N.O.

4. PROVIDE AND INSTALL POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS OF 5 %

FOR A HORIZ. DISTANCE OF 10 FEET AT ALL EXTERIOR NON-PAVED AREAS U.N.O

5. REFER TO CIVIL DOCUMENTS FOR CONCRETE SIDEWALK EXPANSION JOINTS AND

CONCRETE SIDEWALK CONTROL JOINTS

6. VERIFY AND CONFIRM ALL JOINT LAYOUTS AT ALL CONCRETE SIDEWALKS WITH

ARCH. PRIOR TO POURING OF CONCRETE

7. PROVIDE AND INSTALL CONCRETE SIDEWALK EXPANSION JOINTS AT AREAS NOT

SPECIFICALLY INDICATED AT 50 FEET ON-CENTER MAX. U.N.O.

8. PROVIDE AND INSTALL CONCRETE SIDEWALK CONTROL JOINTS AT AREAS NOT

SPECIFICALLY INDICATED AT DISTANCES EQUIVALENT TO SIDEWALK WIDTH, BUT

NOT TO EXCEED 10 FEET ON-CENTER MAX.

9. VERIFY ALL SITE SIGNAGE LOCATIONS WITH ARCH. PRIOR TO INSTALLATION OF

SITE SIGNAGE

LANDSCAPE AREAS

HEAVY DUTY ASPHALT

PROPERTY LINE

ASPHALT

FLATWORK

SITE GRAPHICS LEGEND

GRASS EXISTING STRUCTURE

TO REMAIN

N

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

KEY PLAN

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

PLAN TRUE

F O

R B

L U

E B

E A

M L

A B

E L

IN

G

/O C

R

F il e P a th

Plot Stamp:

1"

0"

NORTH:

4/30/2024 10:13:06 AM

A u to d e sk

D o cs

/U

H V

U

N R e n o va tio n /P

B K

U H

V N

W S

E W

E R

R

.r vt

N O

R T

H W

E S

T C

A M

P U

S

S E

W E

R R

E N

O V

A T

IO

N

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

A100

ARCHITECTURAL SITE

PLAN - NEW

04/30/2024 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

Author

Checker

E A

S T

A

IR

L

IN

E R

O A

D

V

IC

T O

R

IA

T

E X

A S

A

A R

C H

IT

E

C T

U R

A L

S

IT

E P

L A

N

N E

W

04/30/2024

1" = 30'-0"

6 SITE PLAN - NEW

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

BUILDING ENVELOPE

BEAM

T 210-638-7200

A

N.I.C.

B

N.I.C.

C

N.I.C.

D

N.I.C.

N .I

.C

EXIST. CANOPY

' M

B

ABCDEFGHJKLMNPQRS

N.I.C.

4.5

COURTYARD

A N.I.C.

B N.I.C.

COURTYARD

C O

U R

T Y

A R

D

EXISTING OVERHEAD CANOPY TO REMAIN

LOCATION OF SEWER ROUTING TO

BE COORDINATED WITH LEAF AND

DALLY

A102

A102

PATCH AND REPAIR AREAS WHERE TRENCHING OCCURS AND MATCH EXISTING,

RE: CIVIL DWGS.

PATCH AND REPAIR AREAS

WHERE TRENCHING OCCURS

AND MATCH EXISTING,

RE: CIVIL DWGS.

N

SAN ANTONIO

601 N.W. Loop 410, Suite 400

San Antonio, TX 78216 210-829-0123 P 210-829-0578 F

TX Firm: BR 1608

ARCHITECT PBK Architects, Inc.

KEY PLAN

DATE PROJECT NUMBER

CLIENT

DRAWING HISTORY

PBK.com

DRAWN BY:

CHECKED BY:

PLAN TRUE

F O

R B

L U

E B

E A

M L

A B

E L

IN

G

/O C

R

F il e P a th

Plot Stamp:

1"

0"

NORTH:

4/30/2024 10:13:08 AM

A u to d e sk

D o cs

/U

H V

U

N R e n o va tio n /P

B K

U H

V N

W S

E W

E R

R

.r vt

N O

R T

H W

E S

T C

A M

P U

S

S E

W E

R R

E N

O V

A T

IO

N

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

A101

COMPOSITE PLAN -

FIRST FLOOR

04/30/2024 230599

UNIVERSITY OF HOUSTON VICTORIA

ISSUE FOR CONSTRUCTION

K. BRITTAIN

C. WHITTINGSTALL

E A

S T

A

IR

L

IN

E R

O A

D

V

IC

T O

R

IA

T

E X

A S

A

C O

M P

O S

IT

E

P L

A N

F

IR

S

T F

L O

O R

04/30/2024

1" = 20'-0"

6 COMPOSITE PLAN

PLAN

NORTH

NORTH

A

N.I.C.

B

N.I.C.

C

N.I.C.

D

N.I.C.

N .I

.C

EXIST. CANOPY

CIVIL

DALLY + ASSOCIATES

T 210-349-9098

LANDSCAPE

EDGELAND

T 512-476-2099

STRUCTURAL

IES

T 210-349-9098

MEPT

LEAF ENGINEERING

T 210-638-7200

TECHNOLOGY

COMBS CONSULTING GROUP

T 210-698-7887

BUILDING ENVELOPE

BEAM

T 210-638-7200

KEY NOTE LEGEND

KEYNOTE DESCRIPTION

/2

SOUND ATTENUATION, FIRE

BLANKET, OR THERMAL BATTS

WHERE INDICATED ON PLANS

CONTINUOUS SEALANT AT

BASE LAYER, BOTH SIDES.

STRIKE FLUSH WITH FACE

LAYER.

SOUND ATTENUATION, FIRE

BLANKET, OR THERMAL BATTS

WHERE INDICATED ON PLANS

CONTINUOUS SEALANT,

BOTH SIDES.

GALVANIZED STEEL EDGE TRIM, TYP.

COMPRESSED FIRE SAFING AT

RATED PARTITIONS; SOUND

ATTENUATION INSULATION AT

SOUND RATED PARTITIONS

AS NEEDED, TYP.

TAPE AND FLOAT JOINTS,

AND MATCH EXISTING

FINISH.

CONTINUOUS

GALVANIZED

STEEL CORNER

BEAD AS

NEEDED, TYP.

BASE TO MATCH

EXISTING, TYP.

BRACE FRAMING FOR 6" STUDS

STUD TYPE STUD PROP. SPACING MAX. LENGTH MISCELLANEOUS

SJ 20

(40 KSI)

(20 GA.)

1X = 1.787 IN^4

rx = 2.253 IN

A = 0.2148 IN^2

Sx = 0.539 IN^3

4.-0" O.C. 20'-0"

BRACE AT MID-

POINT FOR

LENGTHS OVER

20'-0"

BRACE FRAMING FOR 3 5/8" STUDS

SJ 20

(40 KSI)

(20 GA.)

1X = 0.541 IN^4

rx = 1.429 IN

A = 0.2136 IN^2

Sx = 0.273 IN^3

4.-0" O.C. 14'-0"

BRACE AT MID-

POINT FOR

LENGTHS OVER

14'-0"

STUD TYPE STUD PROP. SPACING MAX. LENGTH MISCELLANEOUS

HOW TO USE THIS SHEET

1. NOT EVERY PARTITION TYPE SHOWN IS NECESSARILY INTENDED FOR USE ON THIS

PROJECT, REFER TO FLOOR PLANS FOR REFERENCE MARKS INDICATING APPLICABLE

PARTITION TYPES.

2. REFER TO BRACING DETAILS FOR SUPPORT OF THE TOP OF EACH PARTITION TYPE AND

BRACING OF PARTITIONS THAT EXCEED LIMITING HEIGHT OF PARTITION TYPES.

3. REFER TO FINISH SCHEDULES FOR APPLIED FINISHES TO BOTH SIDES OF WALLS.

4. COORDINATE TOPS OF FINISHED WALLS WITH ADJACENT CEILING HEIGHTS PER

SCHEDULES, SECTIONS AND OR DETAILS.

5. CONSULT ARCH. FOR ANY DISCREPANCIES OR QUESTIONS REGARDING PARTITIONS

PRIOR TO INSTALLATION.

INTERIOR METAL STUD PARTITION NOTES

1. ALL METAL STUD PARTITIONS SHALL BE 25 GAUGE METAL STUDS AT 16" O.C. U.N.O., IF THE

LIMITING HEIGHT FOR A 25 GAUGE METAL STUD PARTITION IS EXCEEDED, INCREASE

GAUGE OF STUDS. NOTIFY ARCH. PRIOR TO INSTALLATION.

2. PROVIDE 20 GAUGE METAL STUDS, IN LIEU OF 25 GAUGE METAL STUDS, AT STUD WALL

WITH TILE FINISHES.

3. METAL STUD PARTITION BRACING

A. WHERE BRACING METHODS BETWEEN THIS SHEET AND STRUCT. CONFLICT, STRUCT.

SHALL OVERRIDE, NOTIFY ARCH. PRIOR TO INSTALLATION

B. PROVIDE INTERMEDIATE BRACING AT ALL METAL STUD PARTITIONS THAT EXCEED

THE VERTICAL LIMIT HEIGHT OF METAL STUDS

C. ALL BRACING SHALL BE AT STUD POINTS

4. SET ALL FLOOR TRACKS ON A CONTINUOUS RIBBON OF SEALANT.

5. USE CONT. DEEP LEG DEFLECTION TRACK AT TOP OF ALL PARTITION CONNECTIONS AT

TOP-OF-DECK LOCATIONS, REFER TO "TYP STUD FRAMING TO DECK" DETAIL.

6. PROVIDE TILE BACKER BOARDS FULL HEIGHT AT ALL PARTITIONS NOT AT SHOWERS, NOT

ADJACENT TO PLUMBING FIXTURES, AND WITHOUT TILE FINISHES IN ALL TOILET ROOMS.

7. RIGIDLY BRACE ALL DOOR FRAMES AT THE HEAD, HINGE, AND STRIKE SIDES, RIGIDLY

BRACE ALL WINDOW FRAMES AT THE HEAD, JAMBS, AND SILL.

8. LOCATE CONTROL JOINTS IN GYPSUM BOARD PARTITIONS AS FOLLOWS

A. PARTITIONS OR FURRING EXCEEDING 30'-0" SPANS HORIZ. AND OR VERT.

B. WHERE A PARTITION ABUTS A STRUCTURAL ELEMENT OR DISSIMILAR WALL

C. AT CHANGES WITHIN PLANE OF PARTITION

D. AT EXPANSION JOINTS

E. AT BOTH JAMBS OF INTERIOR AND EXTERIOR DOOR FRAMES AND WINDOW FRAMES,

ABOVE AND BELOW FOR FULL HEIGHT OF WALL

9. FIRE-RATED PARTITIONS

A. REFER TO THE UL FIRE RESISTANCE DIRECTORY FOR DETAILED DESCRIPTIONS OF

FIRE-RATED PARTITIONS

B. PROVIDE TYPE "X" FIRE RESISTIVE GYPSUM BOARD, 5/8" THICK U.N.O.

C. FILL ALL GAPS AND DECK VOIDS WITH CONT. FIRESAFING INSUL.

D. SEAL BOTTOM OF PARTITION ON BOTH SIDES, PARTITION PERIMETER, AND ALL

PENETRATIONS WITH CONT. FIRE-RATED SEALANT

10.PARTITIONS WITH SOUND ATTENUATION BATT INSUL. BLANKETS

A. PROVIDE FULL THICK SOUND ATTENUATION BATT INSUL. BLANKETS FULL HEIGHT OF

PARTITION U.N.O.

B. FILL ALL GAPS AND DECK VOIDS WITH CONT. SOUND ATTENUATION SAFING INSUL.

C. TAPE AND BED OR CAULK ALL JOINTS BETWEEN GYPSUM BOARD PANELS

D. SEAL BOTTOM OF PARTITION ON BOTH SIDES, PARTITION PERIMETER, AND ALL

PENETRATIONS WITH CONT. ACOUSTICAL SEALANT (USE SEALANT INDICATED IN

ITEM ABOVE, IN LIEU OF ACOUSTICAL SEALANT, AT PARTITIONS DESIGNATED AS

FIRE-RATED PARTITIONS)

INTERIOR CMU PARTITION NOTES

1. CMU PARTITION BRACING

A. WHERE BRACING METHODS BETWEEN THIS SHEET AND STRUCT. CONFLICT, STRUCT.

SHALL OVERRIDE, NOTIFY ARCH. PRIOR TO INSTALLATION.

B. PROVIDE INTERMEDIATE BRACING AT ALL CMU PARTITIONS AT CONDITIONS AS

INDICATED ON THE "PARTITION TYPES-TYP CMU WALL BRACING" DETAIL.

2. REFER TO WALL SECTIONS FOR THE USE OF STARTER COURSES AT THE BASE OF

INTERIOR PARTITIONS.

3. PROVIDE CMU LINTELS FOR ALL OPENINGS IN INTERIOR CMU PARTITIONS, COORD. WITH

STRUCT. DOCUMENTS.

4. PROVIDE 3/4" SPACE BETWEEN TOP OF CMU PARTITION AND STRUCTURE AND OR DECK

ABOVE FOR POTENTIAL DEFLECTION, SEAL AS INDICATED ON PARTITION TYPE, OR AS

INDICATED IN THESE NOTES.

5. REFER TO STRUCT. DOCUMENTS FOR ALL REINFORCING, BOND BEAM LOCATIONS, AND

LINTEL SCHEDULES.

6. LOCATE CONTROL JOINTS IN CMU PARTITIONS AS FOLLOWS, U.N.O. BY STRUCT.

A. PARTITIONS EXCEEDING 25'-0" IN PLAN LENGTH

B. WHERE PARTITION ABUTS A STRUCTURAL ELEMENT OF DISSIMILAR WALL

C. AT EXPANSION JOINTS

D. REFER TO DETAILS FOR ADDITIONAL LOCATIONS

7. FIRE-RATED PARTITIONS

A. REFER TO THE UL FIRE RESISTANCE DIRECTORY FOR DETAILED DESCRIPTIONS OF

FIRE-RATED PARTITIONS

B. FILL ALL GAPS AND DECK VOIDS WITH CONT. FIRESAFING INSUL.

C. SEAL FIRE-RATED PARTITION PERIMETER AND ALL PENETRATIONS WITH CONT.

FIRE-RATED SEALANT

6" MTL. STUD TO DECK S6 NONE

ONE LAYER 5/8" TYPE "X"

GYP. BD.

6" THICK SOUND ATTENUATION

BLANKETS FULL HEIGHT OF

PARTITION

SCHEDULED

BASE

6" MTL STUD

TYPE FIRE RAT'G DESCRIPTION

CONT. ACOUSTICAL

SEALANT AND BACKER

ROD BOTH SIDES

DEFLECTION TRACK FILL

VOIDS AS REQ'D AT

CORRUGATED DECK

SCHEDULED

CEILING

METAL DECK

S6A ONE HOUR 6" MTL. STUD TO DECK (UL-U423)

FLOOR RUNNER W/CONT. ACOUST.

SEALANT ON BOTH SIDES

REFER TO TYP STUD

FRAMING TO DECK

DETAIL

CONT. FIRE-RATED

SEALANT AND BACKER

ROD BOTH SIDES AT "A"

7 1/4"

MTL DECK

SCREW FASTENERS, TYP

CONT 22 GA MIN GALV MTL

PLATE, SPAN TWO RIBS OF DECK

MIN WITH SCREW FASTENERS

ON EACH SIDE OF STUD

THIS DETAIL IS INTENDED TO

SHOW THE STUD FRAMING

CONNECTION TO DECK

CONDITION AND BRIDGING

INFORMATION ONLY AND

DOES NOT SHOW OTHER

ADDITIONAL INFORMATION,

REFER TO PARTITION TYPES

AND CEILING DETAILS FOR

ALL OTHER MATERIALS,

COMPONENTS, AND

ASSOCIATED INFORMATION

M

IN6

MTL STUD TO DECK ABOVE, LEAVE

1/2" MIN GAP AT TOP AT CONT

DEFLECTION TRACK CONDITIONS, DO

NOT ATTACH STUD TO CONT

DEFLECTION TRACK

ATTACH ANY BOARD ON EITHER

SIDE OF STUD NO CLOSER THAN

6" MIN TO TRACK, REFER TO

PARTITION TYPES

MTL CLIP ANGLE AT EACH STUD

CONT COLD-ROLLED MTL CHANNEL

BRIDGING AT 48" OC VERT MAX AND

WITHIN 18" VERT MAX OF TOP OF

STUD FRAMING AND WITHIN 18" VERT

MAX OF BOTTOM OF STUD FRAMING,

ATTACH TO EACH CLIP ANGLE

CONT MTL RUNNER TRACK AT CEILING

BULKHEAD FRAMING, DEEP LEG

DEFLECTION TRACK AT PARTITIONS

TO DECK FRAMING, SCREW ATTACH

TO…