2-RC4HLB-CD100-PACKAGE.pdf

PDF 16 MB Posted Oct 30, 2025

Attached to: Reeves County 4H Livestock Building
Solicitation number: ITB-25-023
Issued by: Polk County, Texas

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D at e

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-2

REEVES COUNTY

4-H LIVESTOCK BUILDING

10 CO RD 118, PECOS, TX 79772

SHEET LISTSHEET LIST

NUMBER NAME

A0.0 COVER SHEET

A0.1 ABBREVIATIONS / CODE ANALYSIS

A0.2 OVERALL SITE PLAN

A0.3 OVERALL DEMO SITE PLAN

A1.0 OVERALL FLOOR PLAN

A1.1 OVERALL DOOR / WINDOW /

FURNISHINGS PLAN

A1.2 REFLECTED CEILING PLAN

A1.3 ROOF PLAN

A3.0 DOOR/ WINDOW SCHEDULE

A4.1 EXTERIOR ELEVATIONS

A5.1 BUILDING SECTIONS

A5.2 WALL SECTIONS

A5.3 WALL SECTIONS

LEO HUNG

ROJELIO ALVARDO

ISRAEL CAMPOS

PAUL HINOJOS

COUNTY JUDGE

COMMISSIONER PRECINCT 1

COMMISSIONER PRECINCT 2

COMMISSIONER PRECINCT 3

COMMISSIONER PRECINCT 4

BRYAN PARKS & ASSOC.

4400 BUFFALO GAP ROAD, SUITE 0800

ABILENE, TEXAS 79606

325.232.6035

RICHARD@BPA-ENGINEERING.COM

BURNS ARCHITECTURE, LLC.

305 21ST. SUITE 180

GALVESTON, TX 77550

817.247.6640

KBURNS@BURNS3.COM

GOODWIN LASITER STRONG, INC.

4077 CROSS PARK DR., SUITE 100

BRYAN, TEXAS 77802

979.776.9700

JRUSK@GLSTEXAS.COM

ARCHITECT

MEP ENGINEER CIVIL ENGINEER

10.

11.

REFER TO PROJECT MANUAL FOR INSTRUCTIONS TO OFFERORS / BIDDERS, PROPOSAL DOCUMENTS, AND SPECIFICATIONS.

REFER TO CIVIL ENGINEERING DOCUMENTS FOR CIVIL / SITE REQUIREMENTS.

REFER TO STRUCTURAL ENGINEERING DOCUMENTS FOR STRUCTURAL REQUIREMENTS.

REFER TO MECHANICAL ENGINEERING DOCUMENTS FOR MECHANICAL SYSTEMS REQUIREMENTS.

REFER TO ELECTRICAL ENGINEERING DOCUMENTS FOR ELECTRICAL SYSTEMS REQUIREMENTS.

REFER TO PLUMBING DOCUMENTS FOR PLUMBING SYSTEMS REQUIREMENTS.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL PARTITIONS, OPENINGS, EQUIPMENT, ETC.

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS, REQUEST AND RECEIVE AN INTERPRETATION OR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION.

CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION.

DISTANCE FROM PERPENDICULAR WALL TO DOOR JAMB SHALL BE 4" UNLESS OTHERWISE NOTED.

AT ROOMS WITH FLOOR DRAINS (TOILET ROOMS, MECHANICAL ROOMS, ETC.) PROVIDE 1/2" DEPRESSION AT THE DRAINS AND SLOPE FLOOR TO

DRAIN WITH A 24" DISH AROUND THE DRAINS U.N.O.

GENERAL NOTES:

FRANK W. NEAL & ASSOC.

1015 W. BROADWAY

FORT WORTH, TEXAS 76104

817.332.1944

PLUNDSTROM@FWNA-ENG.COM

STRUCTURAL ENGINEER

SHEET LISTSHEET LIST

NUMBER NAME

C1.00 PROJECT NOTES & INFORMATION

C1.01 EXISTING CONDITIONS &

DEMOLITION PLAN

C1.02 SITE, UTILITY, & GRADING PLAN

C1.03 PROJECT DETAILS

S0.1 GENERAL NOTES

S1.1 FOUNDATION DETAILS

S1.2 FOUNDATION DETAILS

S2.1 FOUNDATION PLAN

S2.2 ROOF FRAMING PLAN

S2.3 ROOF FRAMING PLAN

S3.1 FRAMING DETAILS

S4.1 MASONRY DETAILS

MEP0.0 MEP ABBREVIATIONS & COMMON

NOTES

M1.0 HVAC PLAN

E0.1 ELECTRICAL RISER DIAGRAM &

SCHEDULES

E1.0 POWER PLAN

E2.0 LIGHTING PLAN

E3.0 HVAC POWER PLAN

P1.0 PLUMBING PLAN

P2.0 PLUMBING SEWER PIPE SCHEDULE

& DETAILS

N O

21' - 6"

23' - 6"

9' - 0"

47' - 0" 6'

48' - 0"

6' - 0"

5' - 0"

REEVES COUNTY

4H LIVESTOCK BUILDING

PECOS, TEXAS

BUILDING CODE ANALYSIS

APPLICABLE CODES

[IBC] 2021 INTERNATIONAL BUILDING CODE

[IPC] 2021 INTERNATIONAL PLUMBING CODE

[IECC] 2015 INTERNATIONAL ENERGY CONSERVATION CODE (CLIMATE ZONE 3B)

ROOF INSULATION = R-19 + R-11 LS OR U.0035

WALL INSULATION = R-13 + R-13 CI OR U-0.079

[IFGC] 2021 INTERNATIONAL FUEL GAS CODE

[IFC] 2021 INTERNATIONAL FIRE CODE

[IMC] 2021 INTERNATIONAL MECHANICAL CODE

[NEC]2020 NATIONAL ELECTRICAL CODE

[IEBC] 2021 INTERNATIONAL EXISTING BUILDING CODE

2012 TEXAS ACCESSIBILITY STANDARDS

PROJECT DESCRIPTION

THE PROPOSED BUILDING IS A NEW BUILDING CONTAINING LIVESTOCK PENS, WASHBAYS, STORAGE, AND AN ARENA. THE CONSTRUCTION OF THE BUILDING CONSISTS OF CONCRETE FOUNDATION AND GROUND FLOOR CONCRETE SLAB-ON-GRADE, CMU AND METAL STUD FRAMING, PRE-ENGINEERED METAL BUILDING SYSTEM

WITH METAL "R" PANEL ON THE EXTERIOR, AND A STANDING SEAM METAL ROOF SYSTEM.

ANALYSIS

[IBC] CHAPTER 3 - OCCUPANCY GROUP CLASSIFICATION:

UTILITY & MISCELLANEOUS = GROUP (U)

[IBC] CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS:

ALLOWABLE HEIGHTS AND AREAS, TABLE 504.3, 504.4 AND 506.2, TYPE IIB CONSTRUCTION (NON-SPRINKLER)

ALLOWABLE HEIGHT:

2 STORIES, 55 FEET

ALLOWABLE FLOOR AREA ALLOWABLE ACTUAL

OCCUPANCY GROUP U 8,500 SF 13,944 SF

FACTOR INCREASE - USING THE AREA FACTOR FRONTAGE INCREASE, THE CALCULATION ALLOWS THE

BUILDING TO BE 14,875 S.F.. SEE CALCULATION BELOW.

506.2.1 - SINGLE OCCUPANCY BUILDINGS

Aa = At + (NS x If)

Aa = 14,875 SF At = 8,500 SF

NS = 8,500 SF

If = 0.75 (100% OF BUILDING PERIMETER IS >30' TO STREET, ALLEY, PUBLIC WAY OR

ADJACENT BUILDINGS)

14,875 = 8,500 x (8,500 x 0.75)

[IBC] CHAPTER 6 - TYPES OF CONSTRUCTION:

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, TABLE 601

BUILDING ELEMENTS REQUIRED PROVIDED

PRIMARY STRUCTURAL FRAMING 0 - HOURS 0 - HOURS

EXTERIOR WALLS 0 - HOURS 0 - HOURS

INTERIOR WALLS 0 - HOURS 0 - HOURS

FLOOR CONSTRUCTION 0 - HOURS 0 - HOURS

ROOF CONSTRUCTION 0 - HOURS 0 - HOURS

[IBC] CHAPTER 10 - MEANS OF EGRESS:

MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT, PER TABLE 1004.5

AGRICULTURAL BUILDING 300 SF GROSS

EGRESS WIDTH

MINIMUM REQUIRED WIDTH

UTILITY & MISCELLANEOUS GROUP (U)

0.2 INCHES PER OCCUPANT

46 OCCUPANTS x 0.2 INCHES = 9.2 INCHES REQUIRED

TOTAL INCHES REQUIRED = 9.2 INCHES

TOTAL CLEAR WIDTH PROVIDED = 204 INCHES

EXIT ACESS TRAVEL DISTANCE PER TABLE 1017.2

GROUP U = 300 FEET

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ABBREVIATIONSABBREVIATIONS

A/C AIR CONDITIONING

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALT ALTERNATE

AP ACOUSTIC PANEL

APPROX. APPROXIMATE

ARCH ARCHITECT

ASPH ASPHALT

AUTO AUTOMATIC

AV AUDIO VISUAL

AVG AVERAGE

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BOT BOTTOM

BRG BEARING

BUR BUILT-UP-ROOFING

CAB CABINET

CER CERAMIC

CFCI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED

CFM CUBIC FEET PER MINUTE

CL CENTERLINE

CLG CEILING

CLR CLEAR / CLEARANCE

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

CT CERAMIC TILE

CTRL CONTROL

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DISP DISPENSOR

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATED FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

ELEV ELEVATOR

EQ EQUAL

EXIST. EXISTING

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FIN. FINISH

FIN. FL. FINISHED FLOOR

FIXT FIXTURE

FLR FLOOR

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FT FOOT

FURN FURNITURE / FURNISH / FURNISHED

FVC FIRE VALVE VABINET

G NATURAL GAS

GA GUAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERATOR

GL GLASS

GPM GALLONS PER MINUTE

GYP GYPSUM

GYP BD GYPSUM BOARD

HB HOSE BIB

HC HOLLOW CORE

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HT HEIGHT

HTR HEATER

HVAC HEATING VENTILATION AND AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INV INVERTED

JAN JANITOR

KIT KITCHEN

KO KNOCK OUT

kW KILOWATT

LAM LAMINATE

LAV LAVATORY

LDR LEADER

LH LEFT HAND

LL LIVE LOAD

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

ABBREVIATIONSABBREVIATIONS

MIN MINIMUM

MM MILIMETER

MO MASONRY OPENING

MTL METAL

MULL MULLION

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PAR PARALLEL

PCC PRECAST CONCRETE

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PL PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PRKG PARKING

PRT PRESSURE TREATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAPER TOWEL DISPENSOR

PTR PAPER TOWEL RECEPTICLE

PVC POLYVINYL CLORIDE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN / ROAD

REF REFERENCE

REINF REINFORCE / REINFORCEMENT

REM REMOVABLE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RFG REFRIDGERATOR

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROOF SYSTEM

RVS REVERSE

S SOUTH

SAN SANITARY

SC SOLID CORE

SCHED SCHEDULE

SD SOAP DISPENSOR

SECT SECTION

SF SQUARE FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SIM. SIMILAR

SLNT SEALANT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

SYS SYSTEM

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TEL TELEPHONE

TEMP TEMPERATURE / TEMPORARY

THK THICKNESS

THRES THRESHOLD

TO TOP OF

TOC TOP OF CURB

TOP TOP OR WALL

TOS TOP OF STEEL

TP TOILET PARTITION

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VAR VARIES

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VTR VENT THROUGH ROOF

W WEST / WOOD / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD / WOOD DOOR

WP WATERPROOFING

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

XFER TRANSFER

XREF EXTERNAL REFERENCE

YD YARD

N O

TRUE NORTH

1/16" = 1'-0"1 MAXIMUM TRAVEL DISTANCES

EXISTING

4H BUILDING

EXISTING

4H PAVILLION

PROPOSED

4H LIVESTOCK BUILDING

COUNTY ROAD 118

T C

O U

R O

BUILDING TO

REMAIN

EXISTING

BUILDING TO

REMAIN

EXISTING PENS

TO REMAIN

EXISTING PENS

TO REMAINPROPERTY LINE

G D

H.C. PARKING

53'-1"

'-8

195'-2 1/8"

-0

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A0.2

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-2

TRUE NORTH

1" = 20'-0"1 OVERALL SITE PLAN

N O

4H BUILDING

EXISTING

4H PAVILLION

EXISTING

LIVESTOCK

BUILDING

COUNTY ROAD 118

T C

O U

BUILDING TO

REMAIN

EXISTING

BUILDING TO

REMAIN

EXISTING PENS

TO REMAIN

EXISTING PENS

TO REMAIN

DEMOLISH EXISTING LIVESTOCK BUILDING IN ITS

ENTIRETY, INCLUDING SLAB, FOUNDATIONS,

UTILITIES, FENCING, AND ASSOCIATED

STRUCTURES. VERIFY LIMITS OF DEMOLITION WITH

ARCHITECT PRIOR TO COMMENCEMENT

REMOVE OR RELOCATE EXISTING

POWER POLE IN COORDINATION WITH

UTILITY PROVIDER. CONFIRM FINAL

LOCATION AND METHOD OF REMOVAL

WITH MEP AND ARCHITECT. PROTECT

SURROUNDING UTILITIES AND

INFRASTRUCTURE DURING

OPERATIONS.

REMOVE OR RELOCATE EXISTING

POWER POLE IN COORDINATION WITH

UTILITY PROVIDER. CONFIRM FINAL

LOCATION AND METHOD OF REMOVAL

WITH MEP AND ARCHITECT. PROTECT

SURROUNDING UTILITIES AND

INFRASTRUCTURE DURING

OPERATIONS.

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A0.3

C O

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TRUE NORTH

1" = 20'-0"1 OVERALL SITE PLAN

N O

A4.1 4

A4.1

A4.11

A4.1

LIVESTOCK

PENS W/

WATER

LIVESTOCK PENS

W/O WATER

1'-1 1/2" 5'-2" 13'-2" 6'-8" 9" 24'-3" 5'-1" 14'-10" 5'-1" 24'-2 7/8" 9 1/8" 5'-1" 14'-10" 5'-1" 5'-1" 14'-10" 5'-1" 1'-1 1/2"

A A

D D

G G

2" 6'

-7

'-1

0" 1'

-0

'-6

'-0

-6

'-7

56'-7 1/2" 14'-0" 15'-4 5/8" 3'-4" 17'-3 3/8" 14'-0" 11'-0" 14'-0" 6'-7 1/2"

42'-9 1/2" 3'-4" 10'-6" 14'-0" 36'-0" 14'-0" 11'-0" 14'-0" 6'-7 1/2"

'-2

-4

2' -3

'-0

8' -0

'-0

2' -3

-4

'-2

A5.1

STORAGE

A102

WASH BAY

A103

WASH BAY

A104

STORAGE

A101

WASH BAY

A105

WASH BAY

A106

RESTROOM

A111

WASH BAY

A107

WASH BAY

A108

WASH BAY

A109

WASH BAY

A110

ARENA

A113

SLOPE

152'-3"

'-1

6'-1" 12'-0" 3'-4" 3'-4" 11'-3" 8'-9 3/8" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8'-9 3/8" 8'-3 7/8" 2'-0 5/8" 50'-9" 9 1/2"

2" 3'

-1 0"

'-6

-1 0"

1/ 2"

'-1

6'-1" 12'-0" 3'-4" 3'-4" 1'-0" 1'-11 1/8"

8'-3 7/8" 8'-9 3/8" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8'-9 3/8" 8'-3 7/8" 2'-0 5/8"

1' -6

-9

2' -4

-9

1' -6

-6

7' -9

-4

7' -9

" 8' -5

'-0

-0

7' -0

'-0

1/ 2"

99'-0"

STABLES

A112

'-0

5/ 8"

9' -6

5/ 8"

9' -6

5/ 8"

'-1

-0

7' -0

'-1

8" 9'

-6

8" 9'

-6

1/ 2"

1' -6

-9

2' -4

-9

/4 "1'

-6 "9 1/2" 25'-9" 9 1/2"

6" 7 5/8"

7'-8 1/4" 7 5/8"

47'-8 3/4" 6'-4" 8 1/8"

7'-6" 4 3/4" 6"

9 1/2"

5/ 8"

9' -6

5/ 8"

9' -6

5/ 8"

2' -1

8" 3'

-4

2' -1

'-0

2' -0

'-0

1' -3

5/ 8"

9' -6

5/ 8"

9' -6

1/ 8"

7' -6

-1

7 5/8" 7'-8 1/4"

7 5/8" 6" 11"

1' -6

-9

2' -4

-9

1' -6

9 1/2" 25'-9" 9 1/2" 6"

7 5/8"

7'-8 1/4" 7 5/8" 53'-6 5/8" 7 5/8"

7'-8 1/4" 7 5/8" 6"

11"

15'-0"

5' -0

'-0

3' -0

-4

1' -6

'-0

'-1

'-0

1' -6

-4

3' -0

A5.1

1.3

1.8

2.2

3.2

3.8

4.9

5.3

5.8

6.3

6.8

F.7

E.2

D.7

D.1

C.9

C.4

B.9

C.6

'-9

8" 6'

-1

'-1

0" 3'

-7

3' -7

'-1 0"

6' -1

'-9

1/ 2"

7' -1

'-1 0"

7" 7"

'-1

0" 7'

-1

D.9

D.3

C.8

C.3

E.9

B.2

A1.1 2

5'-0"

5' -0

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/1 6"

'-0

R A

R P

A1.0

C O

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D O

C U

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C O

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-2

TRUE NORTH

3/16" = 1'-0"1 OVERALL FLOOR PLAN

PLAN NOTES:

WALL PANEL TERMINATION AT INTERSECTING GIRTS:

AT ALL WALL PANEL INTERSECTIONS WHERE HORIZONTAL PANELS TERMINATE INTO

THE FACE OF VERTICAL WALL GIRTS, PROVIDE APPROPRIATE CLOSURE TO ENSURE A

CONTINUOUS AND SECURE ENVELOPE. CLOSURE SHALL ACCOMMODATE THE PANEL

PROFILE, CONCEAL EXPOSED GIRT CAVITIES, AND MAINTAIN WEATHER RESISTANCE.

SUPPORT AND SEALANT SHALL BE PROVIDED AS REQUIRED TO ENSURE STRUCTURAL

INTEGRITY AND ENVIRONMENTAL PERFORMANCE. COORDINATE WITH PANEL

MANUFACTURER FOR COMPATIBLE TRIM AND CLOSURE COMPONENTS.

N O

12 PENS W/ WATER

12 PENS W/O WATER

SDA112A

SDA101

SDA112B

SDA102

SDA111

SDA112C

SDA113C

SDA113A

SDA113B

OHA113EOHA113F

OHA113C

OHA113D

OHA113BOHA113AOHA112C

OHA112A

OHDA112B

OHA112D

A101

C3W4 F1 B1

STORAGE

VARIES

A102

C3W4 F1 B1

STORAGE

VARIES

A103

C3W3 F3 B3

WASH BAY

A104

C3W3 F3 B3

WASH BAY

A105

C3W3 F3 B3

WASH BAY

A106

C3W3 F3 B3

WASH BAY

A107

C3W3 F3 B3

WASH BAY

A108

C3W3 F3 B3

WASH BAY

A109

C3W3 F3 B3

WASH BAY

A110

C3W3 F3 B3

WASH BAY

A111

C1W2 F2 B2

RESTROOM

9'-0"

A113

C3W4 F4 B1

ARENA

VARIES

OHA102

OHA101

SDA112D

OHA113G

OHA113H

A112

C3W4 F4 B1

STABLES

VARIES

10.11

PAPER TOWEL DISPENSER (BY

OWNER'S VENDOR)

10.10

SOAP DISPENSER (BY OWNER'S

VENDOR)

22.04

LAVATORY OR SINK REF.

PLUMBING

10.15

FRAMED MIRROR

22.02

TOILET

10.12

STANDARD TOILET PAPER

HOLDER (BY OWNER'S VENDOR)

10.16

GRAB BARS

A1.1 2

6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 36'-0"

6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"

7' -0

-0

'-0

26 PENS

6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"

P-8

P-6

P-6 P-6 P-6 P-6 P-6 P-6

G-6 G-6 G-6 G-6 G-6 G-6

P-8

P-6

G-6G-6G-6G-6G-6G-6

P-6 P-6 P-6 P-6 P-6

P-8 P-8 P-8 P-8 P-8

P-8

P-6

P-6 P-6 P-6 P-6 P-6 P-6

G-6 G-6 G-6 G-6 G-6 G-6

P-8

P-6

G-6G-6G-6G-6G-6G-6

P-6 P-6 P-6 P-6 P-6

P-8 P-8 P-8 P-8 P-8

G-6G-6G-6G-6G-6G-6G-6G-6G-6G-6G-6G-6G-6

P-8P-8P-8P-8P-8P-8P-8P-8P-8P-8P-8P-8

P-8P-8

P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6 P-6P-6P-6P-6P-6P-6P-6P-6P-6P-6P-6P-6P-6

G-6G-6G-6G-6G-6G-6 G-6G-6G-6G-6G-6G-6 G-6

10.21

"HANDICAP" PARKING SIGN

3.11

PRECAST CONCRETE

WHEELSTOP

FINISH SCHEDULE LEGEND

XXXX

ROOM NUMBER

BASE

CEILING

CEILING HEIGHT

FLOORING

WALL

10.15

FRAMED MIRROR

10.10

SOAP DISPENSER (BY OWNER'S

VENDOR)

10.11

PAPER TOWEL DISPENSER (BY

OWNER'S VENDOR)

22.04

LAVATORY OR SINK REF.

PLUMBING

10.12

STANDARD TOILET PAPER

HOLDER (BY OWNER'S VENDOR)

22.02

TOILET

10.16

GRAB BARS

9.05

CERAMIC / PORCELAIN TILE

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

As in di ca te d

R A

O O

D O

G S

A1.1

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

TRUE NORTH

3/16" = 1'-0"1 OVERALL DOOR / WINDOW / FURNISHINGS PLAN

ROOM FINISH LEGENDROOM FINISH LEGEND

KEY MATERIAL

F1 SEALED CONCRETE

F2 CERAMIC / PORCELAIN TILE

F3 RESINOUS COATING SYSTEM

F4 NONE

B1 NONE

B2 CERAMIC TILE

B3 6" COVED RESINOUS COATING SYSTEM

W1 PAINTED CMU (EXCEPT AT WET AREAS

DESIGNATED TO RECEIVE EPOXY COATING

SYSTEM)

W2 CERAMIC TILE

W3 RESINOUS COATING SYSTEM

W4 EXTERIOR WALL MATERIALS

C1 PAINTED DRYWALL

C2 EXPOSED PAINTED STRUCTURE

C3 UNPAINTED STRUCTURE

NUMBERED NOTESNUMBERED NOTES

3.11 PRECAST CONCRETE WHEELSTOP

9.05 CERAMIC / PORCELAIN TILE

10.10 SOAP DISPENSER (BY OWNER'S VENDOR)

10.11 PAPER TOWEL DISPENSER (BY OWNER'S

VENDOR)

10.12 STANDARD TOILET PAPER HOLDER (BY

OWNER'S VENDOR)

10.15 FRAMED MIRROR

10.16 GRAB BARS

10.21 "HANDICAP" PARKING SIGN

22.02 TOILET

22.04 LAVATORY OR SINK REF. PLUMBING

PLAN NOTES:

PROVIDE PRIEFERT-BRAND LIVESTOCK PANELS FOR CONSTRUCTION OF ANIMAL PENS.

PANELS SHALL BE 49" HIGH. EACH PEN SHALL MEASURE A MINIMUM OF 6'-0" WIDE BY 7'-0"

DEEP, UNLESS OTHERWISE INDICATED. EQUIVALENT ALTERNATIVE PANEL SYSTEMS MAY BE

SUBMITTED FOR REVIEW BUT MUST BE APPROVED BY BOTH THE ARCHITECT AND THE

OWNER PRIOR TO SUBSTITUTION.

STEEL FENCE AND GATE PANELS ARE BASED ON PRODUCTS BY PRIEFERT AND ARE

DESIGNATED:

P = PANEL

G = GATE

# = LENGTH IN FEET

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

N O

A A

D D

G G

A101

C3W4 F1 B1

STORAGE

VARIES

A102

C3W4 F1 B1

STORAGE

VARIES

A103

C3W3 F3 B3

WASH BAY

A104

C3W3 F3 B3

WASH BAY

A105

C3W3 F3 B3

WASH BAY

A106

C3W3 F3 B3

WASH BAY

A107

C3W3 F3 B3

WASH BAY

A108

C3W3 F3 B3

WASH BAY

A109

C3W3 F3 B3

WASH BAY

A110

C3W3 F3 B3

WASH BAY

A111

C1W2 F2 B2

RESTROOM

9'-0"

A113

C3W4 F4 B1

ARENA

VARIESA112

C3W4 F4 B1

STABLES

VARIES

1.3

1.8

2.2

3.2

3.8

4.9

5.3

5.8

6.3

6.8

F.7

E.2

D.7 D.7

D.1

C.9

C.4 C.4

B.9

C.6

D.9

D.3

C.8

C.3

E.9

B.2

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

/1 6"

'-0

G P

A1.2

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

TRUE NORTH

3/16" = 1'-0"1 OVERALL REFLECTED CEILING PLAN

N O

A A

D D

G G

7.17

7.19

7.17

'-6

1/ 2"

'-7

1'-1 1/2" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 1'-1 1/2" 152'-3"

7.14

7.48

A5.1

A5.3

1.3

1.8

2.2

3.2

3.8

4.9

5.3

5.8

6.3

6.8

F.7 F.7

E.2

D.7 D.7

D.1

C.9

C.4

B.9

C.6

D.9

D.3

C.8

C.3

E.9

B.2

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

/1 6"

'-0

R O

O F

A1.3

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

TRUE NORTH

3/16" = 1'-0"1 ROOF PLAN

NUMBERED NOTES

7.14 STANDING SEAM METAL ROOF AND TRIM

7.17 PREFINISHED METAL GUTTER AND DOWNSPOUTS

7.19 PRE-FINISHED METAL ROOF TRIM

7.48 ROOF RIDGE CAP

N O

DOOR AND WINDOW NOTES: (NOT ALL NOTES APPLY TO THIS PROJECT)

1. PREFIX "SD" INDICATES STANDARD ARCHITECTURAL DOOR.

A. STANDARD DOOR FRAMES ARE 16 GA. MATERIAL.

B. STANDARD HOLLOW METAL DOORS ARE 18 GA. MATERIAL.

ALL STANDARD ARCHITECTURAL DOORS ARE HOLLOW METAL

UNLESS NOTED OTHERWISE IN THE DOOR SCHEDULE.

C. REFER TO SPECIFICATIONS FOR ALUMINUM DOORS AND FRAMES.

D. PROVIDE PLASTIC LAMINATE CLAD WOOD DOORS AS SCHEDULED.

REFER TO SPECIFICATIONS FOR PLASTIC LAMINATE CLAD WOOD

DOORS.

2. PREFIX "SW" INDICATES STANDARD ARCHITECTURAL WINDOWS.

A. STANDARD WINDOW FRAMES ARE 16 GA. MATERIAL.

B. REFER TO SPECIFICATIONS FOR ALUMINUM WINDOW FRAMES.

3. PROVIDE ARMOR PLATE ON PUSH SIDE OF DOOR.

4. S.P. = SOLID PHENOLIC DOOR

5. PROVIDE SURFACE APPLIED WINDOW TINT FILM.

6. INSTALL FRAMES SO THAT REMOVABLE GLASS STOPS ARE ALWAYS

LOCATED ON THE MOST SECURE SIDE OF THE ROOM THEY ARE TO BE

INSTALLED IN NO MATTER HOW THEY ARE DEPICTED IN THE DETAILS.

7. DOOR SHALL HAVE CARD ACCESS CONTROL.

8. PROVIDE KICK PLATE ON PUSH SIDE OF DOOR.

. S C

SCHED.

REF. 2"

FRAME

DOOR

. T

O S

C H

REF. TO SCHEDULE

PULL CHAIN

ANCHOR CHAIN

END SO CHAIN

CAN OPERATE

BUT NOT SWING

FREE

COILING METAL

DOOR

COILING

DOOR ENCLOSURE

COILING DOOR

PAINTED

CHANNEL

WALL GIRT

H1 HEAD DETAIL

METAL

DRIP

METAL

PANEL

INSULATIONPROVIDE FLASHING

BETWEEN COILING

DOOR AND ADJACENT

WALL

8" 1 1/2"

REFER TO

STRUCTURAL

FOR FRAMING

CONCRETE

SLAB

OVERHEAD DOOR

3/ 4"

4"MFR.

PER DOOR

S8 SILL DETAIL

CONCRETE

FLATWORK

E.J. FILLER

1/2"

PLAN

REF. TO

H.M. FRAME

DOOR

CMU BOND BEAM

OR CONC. BEAM

CMU WALL

H58 HEAD DETAIL

CERAMIC WALL

TILE

H59 HEAD DETAIL

P.E.M.B. WALL

GURT

INSULATION 1 1/2" METAL

WALL PANEL

9 1/2"

METAL TRIM

/DRIP

DOOR

1/ 2"

. T O

CMU WALL

REBAR

DOOR

MASONRY

ANCHOR

FRAME

BULLNOSED

CMU

J4 JAMB DETAIL

CERAMIC TILE

SOLID SURFACE

THRESHOLD

CERAMIC TILE

FLOORING

DOOR

SCHEDULED

FLOORING

S2 SILL DETAIL

SCHEDULED

FLOORING

DOOR

3/ 4"

S32 SILL DETAIL

H60 HEAD DETAIL

P.E.M.B. WALL

GIRT

INSULATION 1 1/2" METAL

WALL PANEL

11"

METAL TRIM

/DRIP

DOOR

1 1/2" 8" 1 1/2"

J1 JAMB DETAIL

P.E.M.B. WALL

GURT

INSULATION

1 1/2" METAL

WALL PANEL

DOOR

FRAME

J2 JAMB DETAIL

P.E.M.B. WALL

GURT

INSULATION

1 1/2" METAL

WALL PANEL

DOOR

FRAME

2" 8"

1 1/2" METAL

WALL PANEL

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

As in di ca te d

D O

O R

/ W

D O

W S

C H

A3.0

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

3/8" = 1'-0"SD1 DOOR ELEVATION

DOOR SCHEDULE

MARKER

DOOR

ELEVATION DOOR SIZE / MATERIAL GLAZING

DETAILSDETAILS HARDWARE

SET

U.L.

RATING

NUMBERED

NOTES MARKERHEAD JAMB SILL

OHA101 OH-1 12'-0" X 12'-0" / COILING - H1 J1 S8 - OHA101

OHA102 OH-1 12'-0" X 12'-0" / COILING - H1 J1 S8 - OHA102

OHA112A OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA112A

OHA112C OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA112C

OHA112D OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA112D

OHA113A OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113A

OHA113B OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113B

OHA113C OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113C

OHA113D OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113D

OHA113E OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113E

OHA113F OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113F

OHA113G OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113G

OHA113H OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHA113H

OHDA112B OH1 14'-0" X 14'-0" / COILING - H1 J1 S8 - OHDA112B

SDA101 D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-4 SDA101

SDA102 D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-4 SDA102

SDA111 D3 3'-0" X 7'-0" / H.M. - H58 J4 S2 SH-3 SDA111

SDA112A D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-1 SDA112A

SDA112B D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-1 SDA112B

SDA112C D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-1 SDA112C

SDA112D D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-1 SDA112D

SDA113A D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-1 SDA113A

SDA113B D3 3'-0" X 7'-0" / H.M. - H59 J1 S2 SH-1 SDA113B

SDA113C D3 3'-0" X 7'-0" / H.M. - H60 J2 S32 SH-2 SDA113C 3/8" = 1'-0"OH1 DOOR ELEVATION

DOOR SCHEDULE, ELEVATIONS AND DETAIL NOTES

1. PROVIDE CONTINUOUS SEALANT AND FLASHING AT INTERFACE BETWEEN COILING DOOR

ENCLOSURE AND ADJACENT WALL PANEL. COORDINATE ANCHORAGE WITH STRUCTURAL

FRAMING. ALL COMPONENTS TO BE INSTALLED PER MANUFACTURER ’S RECOMMENDATIONS

AND PROJECT SPECIFICATIONS.

N O

FIN. FL.

0'-0"

FIN. FL.

0'-0"

2" 12"

A B D GFEC

3.11

PRECAST CONCRETE

WHEELSTOP

10.21

"HANDICAP" PARKING SIGN

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

8.01

DOOR AND FRAME

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

8.01

DOOR AND FRAME

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.14

STANDING SEAM METAL ROOF

AND TRIM

8.10

OVERHEAD COILING/COUNTER

DOOR

8.10

OVERHEAD COILING/COUNTER

DOOR

7.19

PRE-FINISHED METAL ROOF

TRIM

7.11

PRE-FINISHED METAL WALL

PANEL

F.7E.2D.7D.1C.9C.4B.9C.6 D.9D.3C.8C.3 E.9B.2

FIN. FL.

0'-0"

FIN. FL.

0'-0"

15 23467

3.11

PRECAST CONCRETE

WHEELSTOP

10.21

"HANDICAP" PARKING SIGN

8.01

DOOR AND FRAME

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

8.10

OVERHEAD COILING/COUNTER

DOOR

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.14

STANDING SEAM METAL ROOF

AND TRIM

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.11

PRE-FINISHED METAL WALL

PANEL

7.11

PRE-FINISHED METAL WALL

PANEL

1.31.82.23.23.84.95.35.86.36.8

FIN. FL.

0'-0"

FIN. FL.

0'-0"

1 52 3 4 6 7

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

8.10

OVERHEAD COILING/COUNTER

DOOR

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

8.10

OVERHEAD COILING/COUNTER

DOOR

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS8.10

OVERHEAD COILING/COUNTER

DOOR

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

8.01

DOOR AND FRAME

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.11

PRE-FINISHED METAL WALL

PANEL

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.11

PRE-FINISHED METAL WALL

PANEL

1.3 1.8 2.2 3.2 3.8 4.9 5.3 5.8 6.3 6.8

FIN. FL.

0'-0"

FIN. FL.

0'-0"

2" 12"

ABDG F E C

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.11

PRE-FINISHED METAL WALL

PANEL

8.01

DOOR AND FRAME

8.10

OVERHEAD COILING/COUNTER

DOOR

8.10

OVERHEAD COILING/COUNTER

DOOR

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

8.01

DOOR AND FRAME

26.02

LIGHT FIXTURE. REF.

ELECTRICAL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.11

PRE-FINISHED METAL WALL

PANEL

10.21

"HANDICAP" PARKING SIGN

3.11

PRECAST CONCRETE

WHEELSTOP

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.19

PRE-FINISHED METAL ROOF

TRIM

7.19

PRE-FINISHED METAL ROOF

TRIM

F.7 E.2 D.7 D.1 C.9 C.4 B.9 C.6D.9 D.3 C.8 C.3E.9 B.2

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

'-0

R E

N S

A4.1

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

1/8" = 1'-0"1 SOUTH ELEVATION

1/8" = 1'-0"2 EAST ELEVATION

1/8" = 1'-0"3 WEST ELEVATION

1/8" = 1'-0"4 NORTH ELEVATION

NUMBERED NOTESNUMBERED NOTES

3.11 PRECAST CONCRETE WHEELSTOP

7.11 PRE-FINISHED METAL WALL PANEL

7.14 STANDING SEAM METAL ROOF AND TRIM

7.17 PREFINISHED METAL GUTTER AND

DOWNSPOUTS

7.19 PRE-FINISHED METAL ROOF TRIM

8.01 DOOR AND FRAME

8.10 OVERHEAD COILING/COUNTER DOOR

10.21 "HANDICAP" PARKING SIGN

26.02 LIGHT FIXTURE. REF. ELECTRICAL

N O

FIN. FL.

0'-0"

1 52 3 4 6 7

A5.2

STORAGE

A101

WASH BAY

A106

WASH BAY

A107

ARENA

A113

STABLES

A112

1.3 1.8 2.2 3.2 3.8 4.9 5.3 5.8 6.3 6.8

FIN. FL.

0'-0"

FIN. FL.

0'-0"

1 52 3 4 6 7 A5.3

A5.2

ARENA

A113

STABLES

A112

1.3 1.8 2.2 3.2 3.8 4.9 5.3 5.8 6.3 6.8

FIN. FL.

0'-0"

FIN. FL.

0'-0"

A D GEC

A5.3

ARENA

A113

2" 12"

EAVE HEIGHT 17'-6 3/4" EAVE HEIGHT 17'-6 3/4"

E.2D.7D.1C.9C.4B.9 D.9D.3C.8C.3

FIN. FL.

0'-0"

FIN. FL.

0'-0"

A D G

WASH BAY

A107

WASH BAY

A108

WASH BAY

A109

WASH BAY

A110

RESTROOM

A111

A5.2

A5.1

STABLES

A112

2" 12"

EAVE HEIGHT 17'-6 3/4" EAVE HEIGHT 17'-6 3/4"

E.2D.7C.4B.9 D.9D.3C.8C.3

FIN. FL.

0'-0"

FIN. FL.

0'-0"

A B D GF

STORAGE

A101

STORAGE

A102

A5.3

A5.2

STABLES

A112

2" 12"

EAVE HEIGHT 17'-6 3/4"EAVE HEIGHT 17'-6 3/4"

E.2D.7C.4B.9 D.9D.3C.8C.3 E.9B.2

1 1/2" 1'-6"

1 1/2"

1' -6

" M

. S

O D

1 1/2" GW SERIES BAR GRATING BY

McNICHOLS COMPANY. PROVIDE MAXIMUM

4'-0" REMOVABLE SECTIONS. CUT HOLES

AS REQUIRED TO EXTEND WASHER DRAIN

HOSE THROUGH GRATING

CMU WALL

SLOPE

FIN. FL.

0'-0"

FIN. FL.

0'-0"

1 52 3 4 6 7

STORAGE

A102

WASH BAY

A103

RESTROOM

A111

ARENA

A113

STABLES

A112

1.3 1.8 2.2 3.2 3.8 4.9 5.3 5.8 6.3 6.8

FIN. FL.

0'-0"

FIN. FL.

0'-0"

6' -0

7 5/8"

4.15

INVERTED CMU BOND BEAM

REINFORCED WITH 1 - #5 HORIZ.,

AND #3 DOWELS VERT.,

GROUTED SOLID, THEN SET AND

ANCHORED SECURELY TO CMU

WALL

4.01

CONCRETE MASONRY UNIT

(CMU), REF. STRUCTURAL

AND/OR CMU WALL

REINFORCEMENT DRAWINGS

FOR REINFORCING

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

3.02

PAVING / FLATWORK SLAB. REF.

CIVIL

31.01

PREPARED SUB-GRADE, REF.

STRUCTURAL

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

As in di ca te d

B U

N S

A5.1

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

1/8" = 1'-0"1 BUILDING SECTION

1/8" = 1'-0"2 BUILDING SECTION

1/8" = 1'-0"4 BUILDING SECTION

1/8" = 1'-0"5 BUILDING SECTION

1/8" = 1'-0"6 BUILDING SECTION

1 1/2" = 1'-0"7 TRENCH DRAIN

1/8" = 1'-0"3 BUILDING SECTION

N O

3/4" = 1'-0"8 WALL SECTION

FIN. FL.

0'-0"

1'-1 1/2"

4" 8" 1 1/2"

3.14

RAMP SLAB

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

8.01

DOOR AND FRAME

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.11

PRE-FINISHED METAL WALL

PANEL

13.03

PRE-ENGINEERED METAL

BUILDING STRUCTURE (REFER

TO CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.19

PRE-FINISHED METAL ROOF

TRIM

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.16

PRE-ENGINEERED METAL

BUILDING DOUBLE LAYER ROOF

INSULATION SYSTEM

13.17

PRE-ENGINEERED METAL

BUILDING PURLIN

13.04

METAL RAKE ANGLE

FIN. FL.

0'-0"

FIN. FL.

0'-0"

1'-9 7/8"7 5/8"

1 1/2" 8" 1 1/2"

G F

O R

C H

5' -0

5.15

3/4" X 1/8" BAR GRATE

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

4.15

INVERTED CMU BOND BEAM

REINFORCED WITH 1 - #5 HORIZ.,

AND #3 DOWELS VERT.,

GROUTED SOLID, THEN SET AND

ANCHORED SECURELY TO CMU

WALL

4.01

CONCRETE MASONRY UNIT

(CMU), REF. STRUCTURAL

AND/OR CMU WALL

REINFORCEMENT DRAWINGS

FOR REINFORCING

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

31.01

PREPARED SUB-GRADE, REF.

STRUCTURAL

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.11

PRE-FINISHED METAL WALL

PANEL

7.11

PRE-FINISHED METAL WALL

PANEL

7.14

STANDING SEAM METAL ROOF

AND TRIM

4.9

7.12

METAL FLASHING OR TRIM

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

13.03

PRE-ENGINEERED METAL

BUILDING STRUCTURE (REFER

TO CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.15

PRE-ENGINEERED METAL

BUILDING WALL INSULATION

SYSTEM

7.16

PRE-ENGINEERED METAL

BUILDING DOUBLE LAYER ROOF

INSULATION SYSTEM

13.17

PRE-ENGINEERED METAL

BUILDING PURLIN

FIN. FL.

0'-0"

FIN. FL.

0'-0"

9 1/2"

1 1/2" 8"

7 5/8"

EAVE HEIGHT 17'-6 3/4"

6' -0

13.01

METAL PURLIN (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

13.02

METAL EAVE STRUT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.11

PRE-FINISHED METAL WALL

PANEL

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

4.15

INVERTED CMU BOND BEAM

REINFORCED WITH 1 - #5 HORIZ.,

AND #3 DOWELS VERT.,

GROUTED SOLID, THEN SET AND

ANCHORED SECURELY TO CMU

WALL

4.01

CONCRETE MASONRY UNIT

(CMU), REF. STRUCTURAL

AND/OR CMU WALL

REINFORCEMENT DRAWINGS

FOR REINFORCING

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

31.01

PREPARED SUB-GRADE, REF.

STRUCTURAL

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

7.37

MEMBRANE FLASHING

FIN. FL.

0'-0"

FIN. FL.

0'-0"

B C

'-0

4" 8" 1 1/2"

1'-7"

B.9B.2

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

8.10

OVERHEAD COILING/COUNTER

DOOR

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

31.01

PREPARED SUB-GRADE, REF.

STRUCTURAL

5.01

HSS STEEL BEAM, REF.

STRUCTURAL (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.11

PRE-FINISHED METAL WALL

PANEL

7.15

PRE-ENGINEERED METAL

BUILDING WALL INSULATION

SYSTEM

7.16

PRE-ENGINEERED METAL

BUILDING DOUBLE LAYER ROOF

INSULATION SYSTEM

13.01

METAL PURLIN (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

7.14

STANDING SEAM METAL ROOF

AND TRIM

9.03

EXPOSED PAINTED STRUCTURE

FIN. FL.

0'-0"

FIN. FL.

0'-0"

'-0

4" 3/

1 1/2" 8" 4"

1'-1 1/2"

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

8.10

OVERHEAD COILING/COUNTER

DOOR

13.07

METAL BUILDING TRIM OR DRIP

3.14

RAMP SLAB

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

MANUF.

REF. TO O.H.

7.19

PRE-FINISHED METAL ROOF

TRIM

7.11

PRE-FINISHED METAL WALL

PANEL

13.04

METAL RAKE ANGLE

7.14

STANDING SEAM METAL ROOF

AND TRIM

13.03

PRE-ENGINEERED METAL

BUILDING STRUCTURE (REFER

TO CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

13.17

PRE-ENGINEERED METAL

BUILDING PURLIN

5.01

HSS STEEL BEAM, REF.

STRUCTURAL (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

9.03

EXPOSED PAINTED STRUCTURE

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

'-0

W A

O N

A5.2

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

3/4" = 1'-0"1 WALL SECTION

3/4" = 1'-0"2 WALL SECTION

3/4" = 1'-0"3 WALL SECTION

3/4" = 1'-0"4 WALL SECTION

3/4" = 1'-0"5 WALL SECTION

N O

NUMBERED NOTESNUMBERED NOTES

3.01 CONCRETE SLAB-ON-GRADE ON VAPOR

BARRIER, REF. STRUCTURAL

3.07 CONCRETE GRADE BEAM / FOOTING. REF.

STRUCTURAL

3.14 RAMP SLAB

4.01 CONCRETE MASONRY UNIT (CMU), REF.

STRUCTURAL AND/OR CMU WALL

REINFORCEMENT DRAWINGS FOR

REINFORCING

4.15 INVERTED CMU BOND BEAM REINFORCED WITH

1 - #5 HORIZ., AND #3 DOWELS VERT., GROUTED

SOLID, THEN SET AND ANCHORED SECURELY

TO CMU WALL

5.01 HSS STEEL BEAM, REF. STRUCTURAL (REFER

TO CODE ANALYSIS FOR SPRAY APPLIED FIRE

PROOFING REQUIREMENTS)

5.15 3/4" X 1/8" BAR GRATE

7.11 PRE-FINISHED METAL WALL PANEL

7.12 METAL FLASHING OR TRIM

NUMBERED NOTESNUMBERED NOTES

7.14 STANDING SEAM METAL ROOF AND TRIM

7.15 PRE-ENGINEERED METAL BUILDING WALL

INSULATION SYSTEM

7.16 PRE-ENGINEERED METAL BUILDING DOUBLE

LAYER ROOF INSULATION SYSTEM

7.17 PREFINISHED METAL GUTTER AND

DOWNSPOUTS

7.19 PRE-FINISHED METAL ROOF TRIM

7.37 MEMBRANE FLASHING

8.01 DOOR AND FRAME

8.10 OVERHEAD COILING/COUNTER DOOR

9.03 EXPOSED PAINTED STRUCTURE

13.01 METAL PURLIN (REFER TO CODE ANALYSIS FOR

SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

13.02 METAL EAVE STRUT (REFER TO CODE ANALYSIS

FOR SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

NUMBERED NOTESNUMBERED NOTES

13.03 PRE-ENGINEERED METAL BUILDING

STRUCTURE (REFER TO CODE ANALYSIS FOR

SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

13.04 METAL RAKE ANGLE

13.05 METAL WALL GIRT (REFER TO CODE ANALYSIS

FOR SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

13.07 METAL BUILDING TRIM OR DRIP

13.17 PRE-ENGINEERED METAL BUILDING PURLIN

31.01 PREPARED SUB-GRADE, REF. STRUCTURAL

FIN. FL.

0'-0"

'-0

1 1/2" 8" 1 1/2"

4.9

8.10

OVERHEAD COILING/COUNTER

DOOR

7.11

PRE-FINISHED METAL WALL

PANEL

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

13.03

PRE-ENGINEERED METAL

BUILDING STRUCTURE (REFER

TO CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.14

STANDING SEAM METAL ROOF

AND TRIM

7.16

PRE-ENGINEERED METAL

BUILDING DOUBLE LAYER ROOF

INSULATION SYSTEM

13.01

METAL PURLIN (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

7.11

PRE-FINISHED METAL WALL

PANEL

5.01

HSS STEEL BEAM, REF.

STRUCTURAL (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

9.03

EXPOSED PAINTED STRUCTURE

FIN. FL.

0'-0"

FIN. FL.

0'-0"

8" 1 1/2"

9 1/2"

'-0

8.10

OVERHEAD COILING/COUNTER

DOOR

13.01

METAL PURLIN (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

7.11

PRE-FINISHED METAL WALL

PANEL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

13.02

METAL EAVE STRUT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

EAVE HEIGHT 16'-10 5/8"

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

3.14

RAMP SLAB

7.14

STANDING SEAM METAL ROOF

AND TRIM

FIN. FL.

0'-0"

FIN. FL.

0'-0"

8" 1 1/2"

9 1/2"

7.11

PRE-FINISHED METAL WALL

PANEL

7.17

PREFINISHED METAL GUTTER

AND DOWNSPOUTS

7.14

STANDING SEAM METAL ROOF

AND TRIM

13.02

METAL EAVE STRUT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.16

PRE-ENGINEERED METAL

BUILDING DOUBLE LAYER ROOF

INSULATION SYSTEM

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

'-6

1/ 2"

1 1/2"

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

31.01

PREPARED SUB-GRADE, REF.

STRUCTURAL

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

7.15

PRE-ENGINEERED METAL

BUILDING WALL INSULATION

SYSTEM

13.01

METAL PURLIN (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

EAVE HEIGHT 16'-10 5/8"

7.15

PRE-ENGINEERED METAL

BUILDING WALL INSULATION

SYSTEM

FIN. FL.

0'-0"

FIN. FL.

0'-0"

54.9

3.07

CONCRETE GRADE BEAM /

FOOTING. REF. STRUCTURAL

7.37

MEMBRANE FLASHING

3.01

CONCRETE SLAB-ON-GRADE ON

VAPOR BARRIER, REF.

STRUCTURAL

9.05

CERAMIC / PORCELAIN TILE

9.04

PAINTED DRYWALL. BACKER

BOARD AT WET LOCATIONS

(PAINT NOT REQUIRED ABOVE

CEILING)

9.24

METAL STUD WALL

1/2" 5/8"

3 5/8"

6" 8" 1 1/2"

3/ 4"

8" 5/

6.40

3/4" PLYWOOD DECKING

6.40

3/4" PLYWOOD DECKING

5.02

STRUCTURAL FRAMING

COMPONENT, REF. STRUCTURAL

(REFER TO CODE ANALYSIS FOR

SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

9.02

SCHEDULED CEILING

7.11

PRE-FINISHED METAL WALL

PANEL

13.05

METAL WALL GIRT (REFER TO

CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

13.03

PRE-ENGINEERED METAL

BUILDING STRUCTURE (REFER

TO CODE ANALYSIS FOR SPRAY

APPLIED FIRE PROOFING

REQUIREMENTS)

7.16

PRE-ENGINEERED METAL

BUILDING DOUBLE LAYER ROOF

INSULATION SYSTEM

7.14

STANDING SEAM METAL ROOF

AND TRIM

13.01

METAL PURLIN (REFER TO CODE

ANALYSIS FOR SPRAY APPLIED

FIRE PROOFING

REQUIREMENTS)

31.01

PREPARED SUB-GRADE, REF.

STRUCTURAL

D at e

Pr oj ec t N um be r N

: D O

N O

D R

Sc al e

C op yr ig ht

C . B

U R

N S, A

N S

R E, LL

S T.

S U

O N

, T X

'-0

W A

O N

A5.3

C O

R U

O N

D O

C U

H L

C O

U N

O S, T

-2

3/4" = 1'-0"1 WALL SECTION

3/4" = 1'-0"4 WALL SECTION

3/4" = 1'-0"5 WALL SECTION

NUMBERED NOTESNUMBERED NOTES

3.01 CONCRETE SLAB-ON-GRADE ON VAPOR

BARRIER, REF. STRUCTURAL

3.07 CONCRETE GRADE BEAM / FOOTING. REF.

STRUCTURAL

3.14 RAMP SLAB

5.01 HSS STEEL BEAM, REF. STRUCTURAL (REFER

TO CODE ANALYSIS FOR SPRAY APPLIED FIRE

PROOFING REQUIREMENTS)

5.02 STRUCTURAL FRAMING COMPONENT, REF.

STRUCTURAL (REFER TO CODE ANALYSIS FOR

SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

6.40 3/4" PLYWOOD DECKING

7.11 PRE-FINISHED METAL WALL PANEL

7.14 STANDING SEAM METAL ROOF AND TRIM

7.15 PRE-ENGINEERED METAL BUILDING WALL

INSULATION SYSTEM

7.16 PRE-ENGINEERED METAL BUILDING DOUBLE

LAYER ROOF INSULATION SYSTEM

7.17 PREFINISHED METAL GUTTER AND

DOWNSPOUTS

7.37 MEMBRANE FLASHING

3/4" = 1'-0"2 WALL SECTION

N O

NUMBERED NOTESNUMBERED NOTES

8.10 OVERHEAD COILING/COUNTER DOOR

9.02 SCHEDULED CEILING

9.03 EXPOSED PAINTED STRUCTURE

9.04 PAINTED DRYWALL. BACKER BOARD AT WET

LOCATIONS (PAINT NOT REQUIRED ABOVE

CEILING)

9.05 CERAMIC / PORCELAIN TILE

9.24 METAL STUD WALL

13.01 METAL PURLIN (REFER TO CODE ANALYSIS FOR

SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

13.02 METAL EAVE STRUT (REFER TO CODE ANALYSIS

FOR SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

13.03 PRE-ENGINEERED METAL BUILDING

STRUCTURE (REFER TO CODE ANALYSIS FOR

SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

13.05 METAL WALL GIRT (REFER TO CODE ANALYSIS

FOR SPRAY APPLIED FIRE PROOFING

REQUIREMENTS)

31.01 PREPARED SUB-GRADE, REF. STRUCTURAL

US HIGHW

AY 285

C O

U N

W COUNTY RD 116

INTERSTATE 20

1. STRIP & REMOVE TOPSOIL, TREES (AS REQUIRED), VEGETATION & SOFT OR WET

SURFACE MATERIALS. STOCK PILE CLEAN TOP SOIL FOR REUSE IN PLANTING AREAS AS

NEEDED. DISPOSE OF DEBRIS & UNSUITABLE MATERIALS.

2. PROPOSED GRADES ARE TO BE ATTAINED BY RESHAPING EXISTING SITE BY CUT AND FILL

OPERATIONS. FILL OPERATIONS ARE TO BE ACCOMPLISHED BY PLACING MATERIAL IN

8-INCH MAXIMUM LOOSE LIFTS AND COMPACTING. UNDERCUTTING, FILL MATERIALS &

COMPACTION EFFORT SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL

INVESTIGATION.

3. PLACE EXPANSION JOINTS WHERE SIDEWALKS OR CONCRETE PAVING MEETS BUILDING

FOUNDATION. PROVIDE DOWELS BETWEEN BUILDING FOUNDATION AND SIDEWALKS AT

POINTS OF EGRESS.

4. EXPANSION JOINTS ARE TO BE 3/4" RED WOOD. JOINTS ARE TO BE SEALED WITH PRE

MOLDED ELASTOMERIC EXPANSION JOINT CAPS (G-SEAL).

5. MAXIMUM PAVING EXPANSION JOINT SPACING SHALL BE 30' FEET. MAXIMUM

CONSTRUCTION/CONTROL JOINT SPACING SHALL BE 10' AND SHALL BE 1/4 THE DEPTH OF

THE PAVEMENT THICKNESS. JOINTS SHALL BE CONTINUOUS THROUGH CURB, CURB

WALL, TOE WALL, AND/OR SIDEWALK ADJACENT TO PAVEMENT, CONTRACTOR SHALL

SUBMIT PROPOSED JOINT LAYOUT FOR APPROVAL PRIOR TO CONSTRUCTION.

6. PROPOSED PAVEMENT ELEVATIONS SHOWN ARE TOP OF FINISHED PAVEMENT (P) OR TOP

OF SIDEWALK OR CURB (T). OTHER PLAN DESIGNATIONS ARE (TG) TOP OF GRATE, (TW)

TOP OF WALLS, (G) GROUND, & (FL) FLOWLINE ELEVATION.

7. MAXIMUM CUT OR FILL SLOPES ARE NOT TO EXCEED 4 FT. HORIZONTAL TO 1 FT.

VERTICAL.

8. CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL DURING AND AFTER

CONSTRUCTION. UNTIL COVER IS ESTABLISHED & EROSION SILTATION HAS STABILIZED.

CONTRACTOR SHALL FURNISH TEMPORARY SILT CONTROL MEASURES (SILT FENCES,

STRAW BALES, ETC.) AS REQUIRED DURING CONSTRUCTION & SHALL REMOVE THESE

TEMPORARY MEASURES AFTER COVER IS ESTABLISHED. THE PROJECT FALLS UNDER

THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) TEXAS POLLUTION

DISCHARGE ELIMINATION SYSTEM (TPDES) GENERAL PERMIT PROGRAM FOR STORM

WATER RUNOFF MANAGEMENT FOR SMALL CONSTRUCTION ACTIVITIES. THE

CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING &

IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN FOR THE SITE. HE

SHALL PROVIDE INSTALLATION, INSPECTION, MAINTENANCE AND RECORD KEEPING

ACTIVITIES REQUIRED BY THE TPDES PROGRAM. COPIES OF THE SWPPP & REQUIRED

RECORDS SHALL BE MAINTAINED AT THE JOB SITE DURING CONSTRUCTION & WILL BE

TURNED OVER TO THE OWNER WHEN EROSION/SILTATION HAS STABILIZED & FINISHED

COVER IS ESTABLISHED AS A CONDITION OF FINAL ACCEPTANCE. TCEQ FORMS &

INSTRUCTIONS MAY BE OBTAINED FROM THE TCEQ WEB SITE. CONTRACTOR SHALL

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS FOR SEDIMENT AND

POLLUTION CONTROL.

9. MAINTAIN SITE IN "FIRST CLASS" CONDITION. THE WORK SITE SHALL BE CLEANED UP AT

THE END OF EACH DAY.

10. INSURE THAT NO DRAINAGE ON OR OFF THE SITE IS BLOCKED BY PROPOSED

CONSTRUCTION. FINISHED GRADES ARE TO BE SLOPED TO PROVIDE PROPER DRAINAGE.

11. PROTECT EXCAVATIONS FROM FLOODING DUE TO GROUNDWATER INFILTRATION AND

RUNOFF.

12. NEAR COMPLETION OF WORK, REMOVE ALL SITE/ CONSTRUCTION DEBRIS AND FINE

GRADE ALL DISTURBED AREAS.

13.UPON SUBSTANTIAL COMPLETION AND APPROVAL OF FINAL GRADING, THE SITE SHALL

BE HYDROMULCH SEEDED.

14. EXCESS EXCAVATED MATERIAL AND DEBRIS IS TO BE REMOVED FROM SITE AND

DISPOSED OF.

15. CONTRACTOR TO PROVIDE TRAFFIC CONTROL AS NEEDED IN ACCORDANCE WITH THE

TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL FOR STREETS AND HIGHWAYS.

16. DROP-OFFS GREATER THAN 2 INCHES ADJACENT TO THE EXISTING STREETS OR

HIGHWAYS WILL NOT BE ALLOWED TO REMAIN OPEN OVERNIGHT.

17. DRESS-UP AND CLEAN-UP PERIMETER TRANSITION AROUND SITE.

18. VERIFY FLOW LINES OF ALL CULVERTS, CURB LINES, AND UTILITY TIE-IN POINTS PRIOR

TO CONSTRUCTION. REPORT ANY CONFLICTS TO ENGINEER.

19. ANY ROOTS, TRASH OR OTHER MATERIALS EXPOSED OR UNCOVERED DURING SITE

WORK SHALL BE REMOVED & DISPOSED OF.

20. PAVEMENT MARKINGS SHALL BE 4" WIDE STRIPES APPLIED IN TWO COATS OF

REFLECTIVE YELLOW TRAFFIC MARKING PAINT. SURFACES TO BE CLEAN AND DRY PRIOR

TO APPLICATION.

21. TREES OUTSIDE OF CONSTRUCTION LIMITS SHALL BE PROTECTED FROM DAMAGE. NO

CUT OR FILL WILL BE ALLOWED NEAR TREES TO REMAIN. TREES WITHIN LIMITS OF

BUILDINGS AND PARKING CONSTRUCTION ACTIVITIES SHALL BE REMOVED TO 3' MINIMUM

DEPTH. STUMP HOLES SHALL BE BACK FILLED WITH SELECT FILL MATERIALS

COMPACTED IN 8" LIFTS TO 95% DENSITY AS DETERMINED BY ASTM D-698.

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF

ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND THE

GEOTECHNICAL REPORT, DATE MARCH 15, 2022, JOB No. 22-0011.

2. MILD STEEL REINFORCING BARS SHALL CONFORM TO ASTM A-615. NO. 3 AND LARGER

BARS SHALL BE GRADE 60. REINFORCING SHALL BE PLACED APPROXIMATELY 1/3 SLAB

THICKNESS BELOW THE SURFACE OF THE SLAB, BUT NOT LESS THAN 2-IN.

3. MILD STEEL REINFORCEMENT AND ACCESSORIES SHALL BE DETAILED AND FABRICATED

IN ACCORDANCE WITH ACI SP-66.

4. PORTLAND CEMENT SHALL BE A SINGLE BRAND CONFORMING TO ASTM C-150, TYPE 1,

UNLESS OTHERWISE APPROVED.

5. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C-33. THE MAXIMUM SIZE OF

COARSE AGGREGATE SHALL BE 1".

6. ADDITIVES FOR AIR ENTRAINMENT, WATER REDUCTION, AND SET CONTROL SHALL BE

USED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS, AND APPROVED BY

ENGINEER.

7. MIXES SHALL BE DESIGNED TO PROVIDE CONCRETE WITH 3500 PSI (CLASS A)

COMPRESSIVE STRENGTH AT 28 DAYS, MIX SHOULD BE DESIGNED WITH 2-4% AIR

ENTRAINMENT & SHOULD BE PLACED WITH AN MAXIMUM 5" SLUMP.

8. MILD STEEL REINFORCEMENT SHALL BE PLACED AND SECURED IN ACCORDANCE WITH

CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".

9. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:

PAVING = 2" FROM TOP (MIN.), 2" FROM BOTTOM (MIN.)

SIDEWALK - 2" FROM BOTTOM (MIN.)

10. REINFORCING BARS NO. 7 AND SMALLER SHALL BE CONTACT LAP SPLICED 45 BAR

DIAMETERS, UNLESS SHOWN OTHERWISE. NO. 8 AND LARGER BARS SHALL HAVE CLASS

C LAPS IN ACCORDANCE WITH ACI MANUALS.

11. WELDING OF MILD STEEL REINFORCEMENT SHALL CONFORM TO THE AMERICAN

WELDING SOCIETY "STRUCTURAL WELDING CODE-REINFORCING STEEL", AWS D-1.4.

12. REINFORCING STEEL WILL NOT BE ACCEPTED WITHOUT APPROPRIATE CHAIRING (MUST

BE SUBMITTED FOR APPROVAL TO ENGINEER PRIOR TO INSTALLATION). BRICK CHAIRS

ARE NOT ACCEPTABLE.

13. ALL EXPANSION JOINTS ARE TO BE CARRIED THROUGH CURBS, WALLS, & TOE WALLS.

1. VERIFY LOCATION (HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES PRIOR TO

STARTING CONSTRUCTION. VERIFY ALL UTILITY TIE-INS PRIOR TO STARTING

CONSTRUCTION TO ASSURE FEASIBILITY OF ALL UTILITY SERVICES TO BUILDING. REPORT

ANY DISCREPANCIES TO ENGINEER.

2. PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.

3. COORDINATE UTILITY SERVICE WITH THE UTILITY COMPANIES AND THE OWNER.

4. CONTACT UTILITY COMPANIES FORTY-EIGHT (48) HOURS IN ADVANCE OF WORK IN THE

VICINITY OF THEIR LINES.

5. MAINTAIN CLEARANCE OF ALL EXISTING UTILITIES AS REQUIRED BY THE TEXAS

COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) AND THESE PLANS.

6. UTILITY CONSTRUCTION AND MATERIALS TO MEET THE REQUIREMENTS OF THE TEXAS

COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ).

7. MINIMUM DEPTH OF FINISH COVER FOR SITE WATER LINES SHALL BE 30".

8. UTILITY CONSTRUCTION SHALL NOT COMMENCE UNTIL EARTHWORK FOR PAVING AND

DRAINAGE IS COMPLETE (DOWN TO SUBGRADE) TO PREVENT CONFLICTS WITH LINES AND

TO ASSURE PROPER LINE DEPTHS. FIELD VERIFY DEPTH OF EXISTING UTILITY SERVICE

LINES TO REMAIN PRIOR TO EXCAVATION NEAR THESE UTILITIES.

9. SITE SEWER PIPE TO BE SDR-26 POLYVINYL CHLORIDE (PVC). SITE WATER SERVICE LINES

SHALL BE 1-1/2" POLYETHYLENE. LINES WITHIN 5 FEET OF BUILDING ARE TO CONFORM TO

BUILDING PLUMBING SPECIFICATIONS.

10. WATER SERVICE: COORDINATE METER & BACKFLOW PREVENTER LOCATIONS, SERVICE

REQUIREMENTS AND CHARGES WITH UTILITY PROVIDER.

11. ELECTRICITY: COORDINATE SERVICE WITH UTILITY PROVIDER. REFER TO ELEC. DRAWINGS

FOR EXACT POWER REQUIREMENTS. REFER TO SITE UTILITY PLAN FOR SERVICE

ENTRANCE LOCATIONS.

12. SANITARY SEWER: CONNECT TO EXISTING SEWER MAIN AND INSTALL CLEANOUTS, ETC. AS

SHOWN ON SITE UTILITY PLAN. COORDINATE INSTALLATION WITH UTILITY PROVIDER.

13. FOLLOW TRENCH SAFETY REQUIREMENTS IN ACCORDANCE WITH OCCUPATIONAL SAFETY

& HEALTH ADMINISTRATION (OSHA) PUBLICATION OSHA 29 PART 1926 (LATEST REVISION)

WHERE EXCAVATIONS EXCEED 5' DEPTH. A TRENCH SAFETY PLAN SHOULD BE PREPARED

BY A TEXAS REGISTERED PROFESSIONAL ENGINEER AND A "COMPETENT PERSON"

APPOINTED PRIOR TO ANY AND ALL EXCAVATING OPERATIONS. THIS PLAN SHALL BE

ON-SITE AT ALL TIMES WORK IS PROCEEDING.

14. UTILITY PROVIDERS AND PHONE NUMBERS ARE AS FOLLOWS:

WATER/SEWER - CITY OF PECOS: 432-445-2421

1/2" IRON ROD SET ON THE WEST SIDE OF COUNTY ROAD 118.

APPROXIMATELY 3.2' SOUTH OF THE EXISTING POWER POLE ACROSS

COUNTY ROAD 118 FROM THE MAIN DRIVEWAY TO THE 4H FACILITY, AND

APPROXIMATELY 45.8' WEST FROM THE NORTHERN END OF THE CULVERT

UNDER THE MAIN DRIVEWAY TO THE 4H FACILITY.

Benchmark/Control Point List

ELEVATIONNO. DESCRIPTION COORDINATES

1/2" IRON ROD SET ON THE EAST SIDE OF COUNTY ROAD 118.

APPROXIMATELY 14.5' SOUTH EAST FROM THE SOUTHERN END OF THE

CULVERT UNDER THE MAIN DRIVEWAY TO THE 4H FACILITY AND

APPROXIMATELY 28' WEST FROM THE SOUTHERN END OF THE 4H PARK

SIGN.

TBM# 1 2582.60X: 10485954.2200

Y: 1312513.3310

EXISTING FIRE HYDRANT

EXISTING WATER LINE (SIZE SHOWN)

EXISTING ELECTRIC LINE

EXISTING CHAINLINK FENCE

EXISTING POWER POLE

EXISTING TELEPHONE PEDESTAL

1/2" IRON ROD FOUND

EXISTING INTERNET LINE

EXISTING STREET LIGHT

EXISTING SIGN

EXISTING CONTOUR LINE

PROPOSED CHAINLINK FENCE

PROPOSED 1" WATER LINE

PROP. UNDERGROUND ELECTRIC LINE

PROPOSED VALVE

PROPOSED DRAINAGE FLOW DIRECTION

TOP OF FINISHED CURB/SIDEWALK

TOP OF FINISHED PAVEMENT

PROPOSED SILT FENCE

PROPOSED CLEAN OUT

PROPOSED WATER METER

PROPOSED CONTOURS

CONCRETE PAVEMENT

TOP OF FINISHED GROUND

CONCRETE SIDEWALK

PROPOSED

EXISTING

TOP OF FLOWLINE

EXISTING GAS LINE

EXISTING WATER VALVE

EXISTING IRRIGATION VALVE

EXISTING WATER METER

PROPOSED 6" SEWER LINE

NOTE:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATION AND DETERMINING ALL EXISTING

UTILITIES PRIOR TO START OF CONSTRUCTION. THE

CONTRACTOR SHALL CONTRACT "TEXAS 811" WITH

A MINIMUM 48 HOUR NOTICE PRIOR TO EXCAVATION.

PROJECT AREA

TBM#3 (GPS)

Railroad Spike

TBM#2 (GPS)

1/2" Iron Rod

RAILROAD SPIKE SET ON THE EAST SIDE OF COUNTY ROAD 118.

APPROXIMATELY 5.4' EAST FROM THE CORNER OF THE EXISTING WIRE

FENCE, AND APPROXIMATELY 26.1' SOUTH EAST FROM THE SOUTHERN

END OF THE CULVERT UNDER THE DRIVEWAY OF THE SOUTH 4H FACILITY

ENTRANCE.

1/2" IRON ROD SET ON THE WEST SIDE OF COUNTY ROAD 118.

APPROXIMATELY 3.1' SOUTH OF THE EXISTING POWER POLE ACROSS

COUNTY ROAD 118 FROM THE SOUTH DRIVEWAY TO THE 4H FACILITY,

AND APPROXIMATELY 51.5' WEST FROM THE NORTHERN END OF THE

CULVERT UNDER THE SOUTH DRIVEWAY TO THE 4H FACILITY.

1/2" IRON ROD SET ON THE EAST SIDE OF COUNTY ROAD 118.

APPROXIMATELY 81.3' SOUTH WEST FROM THE NORTH CORNER OF THE

BUILDING FARTHEST FROM COUNTY ROAD 118 AND ALONG THE REAR

FENCE LINE, AND APPROXIMATELY 0.62' NORTH EAST OF THE EXISTING

LIGHT POLE TO THE WEST OF THE SAME BUILDING.

TBM#4 (GPS)

1/2" Iron Rod

TBM#1 (GPS)

1/2" Iron Rod TBM#6 (GPS)

1/2" Iron Rod

TBM#5 (GPS)

3/4" Iron Rod

3/4" IRON ROD SET ON THE SOUTH SIDE ON W. COUNTY ROAD 116.

APPROXIMATELY 365' DOWN THE DRIVEWAY FOR THE TARGET LODGING

PECOS, AND APPROXIMATELY 27.6' WEST OF THE SOUTH CORNER OF THE

FIRST BUILDING TO THE WEST OF THE DRIVEWAY.

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 4, 2025.