e-001 electrical legend and abbreviations e ...- 01/23/17bid set this document is released on...

DIMMITT ISDIMPROVEMENTS - PHASE 2HIGH SCHOOL AND MIDDLE

SCHOOL SECURITYIMPROVEMENTS

VOLUME IV

DIMMITT, TEXASCASTRO COUNTY

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

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B

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AMARILLO 7966.16

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01/23/17 BID SET

THIS DOCUMENT IS RELEASED ON 12/23/2016

FOR THE PURPOSE OF INTERIM REVIEW

UNDER THE AUTHORITY OF PAUL S. HARE,

R.A., TEXAS LICENSE #19104. IT IS NOT TO BE

USED FOR REGULATORY APPROVAL,

CONSTRUCTION, BIDDING OR PERMIT

PARKHILL, SMITH & COOPER, INC.








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COVER SHEETAND INDEX

G-001SET NUMBER:

SHEET INDEX

VOLUME I - SITE & LANDSCAPE

VOLUME II - ELEMENTARY SCHOOL

VOLUME III - EARLY CHILDHOOD CENTER

VOLUME IV - SECURITY IMPROVEMENTS

GENERALG-001 COVER SHEET AND INDEX

G-002SYMBOLS, LEGENDS & ABBREVIATIONS

G-003 ACCESSIBILITY STANDARDS

G-004 ACCESSIBILITY STANDARDS

ARCHITECTURALA-101 SECURITY PLAN - HIGH SCHOOL

A-102 SECURITY PLAN - MIDDLE SCHOOL

A-401 SECURITY PLAN - MIDDLE SCHOOL - ENLARGED PLANS AND DETAILS

MECHANICALM-101 MIDDLE SCHOOL MECHANICAL PLANS

ELECTRICALE-001 ELECTRICAL LEGEND AND ABBREVIATIONS

E-101 SECURITY PLAN - HIGH SCHOOL

E-102 SECURITY PLAN - MIDDLE SCHOOL

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

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AMARILLO 7966.16

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01/23/17 BID SET















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SYMBOLS, LEGENDS& ABBREVIATIONS

G-002

AA00

CL

99.6

99.6

X X

320.10 TC

319.60 G

319.60

+TC

+G

+FL

WP

A

x

3

1

9

.

6

0

DS

FD

RD

OD

CJ

S

MCJ

GENERAL DRAWING LEGEND FLOOR PLAN LEGENDSITE PLAN LEGEND ROOF PLAN LEGEND RCP LEGEND DETAIL LEGENDABBREVIATIONS

SD

SHEET TYPE DESIGNATORS

AANNNSHEET IDENTIFICATION FORMAT

0 GENERAL (COVER SHEETS, INDEX, SYMBOLS LEGEND, NOTES, ETC.)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS (ENLARGED PLANS, ELEVATIONS, OR SECTIONS

THAT ARE NOT DETAILS)

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES

OR STANDARD DETAILS)

8 USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES)

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

SHEET TYPE

DESIGNATOR

(SEE BELOW)

DISCIPLINE

DESIGNATOR

SHEET SEQUENCE

NUMBER

ROOM NAME

ROOM NUMBER

DOOR NUMBER

WINDOW MARK

EQUIPMENT

LOUVER MARK

HOLLOW METAL FRAME

MARK

ALUMINUM FRAME MARK

KEY NOTE

KEY NOTE-DEMOLITION

PARTITION TYPE

DISPLAY BOARD

REVISION

STRUCTURAL COLUMN

LINE

DATUM ELEVATION

(EXISTING)

DATUM ELEVATION

(NEW)

BREAK LINE

CENTER LINE

SHEET NUMBER WHERE REFERENCED

REFERENCE NUMBER

DRAWING BLOCK TITLE

PLAN DETAIL MARK

SECTION MARK

ELEVATION MARK

NORTH ARROW

NORTH ARROW FOR

SITE PLANS

EXISTING DOOR

NEW DOOR

MATCH/DIVIDE LINE

PROPERTY LINE

EXISTING

CONSTRUCTION TO

REMAIN

EXISTING

CONSTRUCTION TO BE

REMOVED

PROPERTY LINE

FENCE

NEW ASPHALT PAVING

NEW CONCRETE

WALK/PAVING

NEW CONTROL JOINT

NEW EXPANSION JOINT

NEW CONTOUR LINES

EXISTING CONTOUR

LINES TO REMAIN

NEW SPOT ELEVATION

EXISTING SPOT

ELEVATION

TOP OF CURB

GUTTER

FLOW LINE

WORKING POINT

ACCESSIBLE PARKING

SIGN

PARKING SIGN

LIGHT POLE

TREE

SLOPE

FLOOR DRAIN

DOWN SPOUT

FURNITURE/EQUIPMENT

NIC

FIRE EXTINGUISHER AND

BRACKET

FIRE EXTINGUISHER AND

CABINET

HANDRAIL

WALL GUARD

END WALL GUARD

CORNER GUARD

WIRE MESH OR FABRIC

PARTITION

GLAZING SYSTEM

NEW PARTIAL HEIGHT

WALLS

NEW METAL STUD

WALLS

EXISTING

CONSTRUCTION TO BE

REMOVED

EXISTING

CONSTRUCTION TO

REMAIN

MASONRY CONTROL

JOINT

CMU WALL

FACE BRICK

CONCRETE WALL ROOF DRAIN

OVERFLOW DRAIN

SLOPE

MECHANICAL

EQUIPMENT

VENT THROUGH ROOF

(VTR)

SKYLIGHT

ROOF HATCH

SMOKE DETECTOR

ACCESS PANEL

SPEAKER

CONTROL JOINT

CEILING TRACK

SKYLIGHT

LIGHT FIXTURES

EXIT LIGHTS

RETURN AIR OR

EXHAUST GRILLE

SUPPLY AIR GRILLE

LAY-IN CEILING PANEL

LAY-IN CEILING PANEL

SUSPENDED METAL

LATH AND PLASTER

CEILING

GYP BD CEILING COMPACTED SOIL

UNDISTURBED SOIL

STONE/MARBLE

PLASTER OR STUCCO

ON METAL LATH

STEEL

CONCRETE IN SECTION

BRICK

CMU

BATT INSULATION

ACOUSTICAL TILE

RIGID INSULATION

WOOD CONTINUOUS

WOOD DISCONTINUOUS

PLASTER, SAND OR

CEMENT GROUT

POUROUS FILL, GRAVEL

(CAPILLARY WATER

BARRIER PAVEMENT BASE)

TERRAZZO (IN SECTION)

ROOM NAME

000

000

00

00

LV00

HM00

AL00

00

00

00

0

NORTH

N

A1/G-001

A1/G-001

A1/G-001

/

A1

TITLE

1/8"=1'-0"

FEB

FEC

A

ACC ACCESSIBLE

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADDM ADDENDUM

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATE

ARCH ARCHITECT

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING MATERIALS

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

A/C AIR CONDITIONING

B

BAL BALANCE

BC BACK OF CURB

BIA BRICK INSTITUTE OF AMERICA

BITUM BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BM BENCH MARK

BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS

INTERNATIONAL, INC

BOS BOTTOM OF STEEL

BOT BOTTOM (BOTTOM FACE, LAYER, SIDE)

B PL BASE PLATE

BRDG BRIDGING

BRG BEARING

BTWN BETWEEN

BUR BUILT-UP ROOFING

C

C AMERICAN STANDARD CHANNEL (STRUCTURAL

SHAPE)

CU FT CUBIC FOOT

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CG CORNER GUARD

CI CAST IRON

CIR CIRCLE

CIRC CIRCULAR

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

cm CENTIMETER

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CRCMF CIRCUMFERENCE

CSK COUNTER SUNK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CTR CENTER

CU YD CUBIC YARD

D

D DEPTH

DAT DATUM

DBL DOUBLE

DDS DOUBLE DISPLAY STRIP

DEG DEGREE

DEMO DEMOLISH

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVIDE

DL DEAD LOAD

DS DOWNSPOUT

DWG DRAWING

E

E EAST, MODULUS OF ELASTICITY

EA EACH

EF EACH FACE, EXTERIOR FINISH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXP BT EXPANSION BOLT

EXT EXTERIOR

F

FD FLOOR DRAIN

FDTN FOUNDATION

FEB FIRE EXTINGUISHER & BRACKET

FEC FIRE EXTINGUISHER & CABINET

FF EL FINISH FLOOR ELEVATION

FIN FLR FINISH FLOOR

FIN FINISH(ED)

FOC FACE OF CONCRETE, FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FS FAR SIDE (FACE, LAYER)

FT FOOT

FTG FOOTING

FURG FURRING

G

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GOVT GOVERNMENT

GYP BD GYPSUM BOARD

GYP GYPSUM

H

HDBD HARDBOARD

HDWD HARDWOOD

HDW HARDWARE

HEX HEXAGON(AL)

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HEAT PUMP

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

I

I MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IF INSIDE FACE

INCL INCLUDE(D)(ING)(SIVE)

INS INSULATION

INT INTERIOR

INV INVERT(ED)

J

JAN JANITOR

L

l LITER

L ANGLE (STRUCTURAL SHAPE)

LB POUND

LH LEFT HAND

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LT WT LIGHT WEIGHT

M

MAU MAKE UP AIR UNIT(S)

m METER(S)

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MCJ MASONRY CONTROL JOINT

MECH MECHANIC(AL)

MFG MANUFACTURING

MFR MANUFACTURER

MIL STD MILITARY STANDARD

MIN MINIMUM

MISC MISCELLANEOUS

mm MILLIMETER

MO MASONRY OPENING

MOD MODIFY

MT METAL THRESHOLD

MTL METAL

MLWK MILLWORK

N

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NBS NATIONAL BUREAU OF STANDARDS

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NS NEAR SIDE (FACE)

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFD OVER FLOW DRAIN

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH DR OVERHEAD DOOR

OPNG OPENING

OPH OPPOSITE HAND

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

Oz OUNCE

P

PAR PARALLEL

PCA PORTLAND CEMENT ASSOCIATION

PCF POUNDS PER CUBIC FOOT

PCI PRESTRESSED CONCRETE INSTITUTE

PERF PERFORATE(D)

PERP PERPENDICULAR

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PR PAIR

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PBD PARTICLE BOARD

PTD PAPER TOWEL DISPENSER

PTDWR PAPER TOWEL DISPENSER & WASTE RECEPTACLE

PVC POLYVINYL CHLORIDE

PLYWD PLYWOOD

PVG PAVING

Q

QC QUALITY CONTROL

QTY QUANTITY

R

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFERENCE

REFL REFLECT

REINF REINFORCE

REQD REQUIRED

REV REVISION

RH RIGHT HAND(ED)

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

S

S SOUTH

SBCCI SOUTHERN BUILDING CODE CONGRESS

INTERNATIONAL

SCHED SCHEDULE

SD SOAP DISPENSER

SDI STEEL DOOR INSTITUTE

SECT SECTION

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SPEC SPECIFICATION

SP SOLID PLASTIC

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

SYMM SYMMETRICAL

T

THD TREAD

TAN TANGENT

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

TLT TOILET

TMH TOP OF MANHOLE

TOB TOP OF BEAM

TOC TOP OF CURB

TOF TOP OF FOOTING

TOG TOP OF GRADE

TOJ TOP OF JOIST

TOL TOLERANCE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TRANS TRANSPARENT

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

T&G TONGUE AND GROOVE

U

UBC UNIFORM BUILDING CODE

UL UNDERWRITERS LABORATORIES, INC.

ULT ULTIMATE

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

V

VAR VARIES

VERT VERTICAL

W

W WEST

WLD WELDED

WP WORK POINT

WWF WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

W/W WALL TO WALL

X

XFMR TRANSFORMER

DB00

A0

PLAN NORTH ARROW

PLAN NORTH

TRUE NORTH

FURNISHINGS

1/4

1

2

1/2

60" MIN

60

M

IN

30

MIN

24

MIN

12

MIN

30

MIN

12

MIN

60 MIN

48 MIN

30

MIN

FORWARD

PARALLEL

48

M

IN

30 MIN

30

M

IN

48 MIN

36 MIN

X >

2

4

60 MIN

X >

1

5

ELEVATION

TOE CLEARANCE

PLAN

CENTERED

30

M

IN

6 MAX

17-25

ELEVATION

KNEE CLEARANCE

8 MIN

9"

MIN

11 MIN

27

M

IN

4 MAX

X ≥ 80

X >

2

7

X <

8

0"

27

"

MA

X

48

M

AX

15

MIN

20

MAX

48

M

AX

44

M

AX

2O-25

MAX

10 MAX

48

M

AX

15

MIN

34

M

AX

10 MAX

48

M

AX

34

M

AX

>10-24

MAX

46

M

AX

24

MAX 48 MIN

24

MAX

32

M

IN

36

M

IN

32

M

IN

36

M

IN

Y

48

M

IN

X

42 MIN

X

42 MIN

X<48

CLEAR FLOOR AREA/ACCESSIBLE ROUTE

ALCOVE

FORWARD

ALCOVE

PARALLEL

180 DEG

TURN AROUND

NARROW

PASSAGE

SINGLE

WHEELCHAIR

T-SHAPE

TURN AROUND

CIRCLE

TURN AROUND

BEVELED TRANSITION

VERTICAL TRANSITION

PROTRUDING

OBJECT

UNDER STAIRS

FORWARD REACH RANGES SIDE REACH RANGES

PROTRUDING OBJECT PROTECTION/REACH RANGES

5 M

AX

15

M

IN

BACK WALL

BACK WALL

LENGTH

30

M

IN

30

M

IN

12 MIN

CO

NT

RO

L

EN

D W

AL

L

24

M

IN

12 MAX 24 MAX24 MIN

12

M

IN

24

M

IN

12 MAX

15 MAX

12 MAX15 MAX12 MAX

24 MAX24 MIN

REMOVABLE SEAT CONTROLS LOCATION FIXED SEAT

REMOVABLE SEAT FIXED SEAT

CO

NT

RO

L

WA

LL

BACK

SE

AT

WA

LL

36

36

36

M

IN

48 MIN

SE

AT

60 MIN

30

M

IN

30

M

IN

36

36 MIN

60 MIN60 MIN

30

M

IN

30

M

IN

6 M

AX

6 MAX6 MAX

6 M

AX

6 MAX

6 MAX

6 M

AX

6 M

AX

6 MAX

TRANSFER SHOWER ROLL-IN SHOWER ROLL-IN SHOWER

W/ SEAT ROLL-IN SHOWER

W/ SEAT

ALTERNATE

38

M

IN

48

M

AX

15 MAX

BACK

WALL

CONTROL WALL

WITHOUT SEAT

CONTROL WALL

WITH SEAT

48

M

AX

27 MAX

48

M

AX

SHOWERS

8-1

0

17

-1

9

8-1

0

17

-1

9

17

-1

9

SHOWER SEAT

48

M

IN

33 MIN 33 MIN

60

M

IN

33 MIN 33 MIN

BENCH SEATING

THEATER SEATING

30

M

IN

24

M

IN

BENCH SEATING

THEATER SEATING

ASSEMBLY SEATING

LINE OF SIGHT

LINE OF SIGHT

SPORTS ARENA

THEATER/PLAYHOUSE

AUDITORIUM/CONCERT HALL

LECTURE HALLS

MEETING ROOMS

OF TUB

CO

NT

RO

L E

ND

W

AL

L

HE

AD

E

ND

W

AL

L

LENGTH

OF TUB

WA

LL

/P

OS

T M

TD

CA

NT

IL

EV

ER

ED

UN

IT

FORWARD APPROACH

ACCESSIBLE UNIT

56

M

IN

59

M

IN

60 MIN60 MIN

4 MAX

42

M

IN

6 M

IN

6 MIN

42

M

IN

60

M

IN

35-37

ANY AMOUNT

X ≥ 80

X <

2

7

PROTRUDING

OBJECT

URINALS

NOTE:

WIDE SIDE

LEVER ON

36 MIN

TYPICAL WATER CLOSETS

33

-3

6

250 LBS AND BE CONTINUOUS

GRAB BARS MUST SUPPORT

EWC/DRINKING FOUNTAINS

DOWN TO 27" AFF MIN

APRON THAT EXTENDS

HIGH UNIT SHOULD HAVE

15 MIN

CL

BRACKET MOUNTED

FIRE EXTINGUISHER

48

48

* CHALKBOARD MOUNTING

* MARKERBOARD MOUNTING

36

M

AX

9

ROOM

FIRE ALARM

AUDIBLE &

ACCESSIBLE

COAT HOOKS

VISUAL SIGNAL

60

M

AX

OUTLET

15

M

IN

80

-9

6

48

M

AX

2 FROM

DOOR FRAME

48

M

AX

* TACKBOARD MOUNTING

CABINET

FIRE EXTINGUISHER

TOWELS

48

M

AX

MISC MOUNTING (DIMENSIONS SHOWN ARE TO THE HIGHEST OPERABLE PART)

STANDARD ACCESSIBLE MOUNTING HEIGHTS

TELEPHONE

THERMOSTAT

TOWELS

SWITCH

OUTLET

CUPS

SOAP

TO

P O

F E

XT

IN

GU

IS

HE

R

IN

SID

E O

F C

AB

IN

ET

TO

P O

F T

RA

Y

6

FIN CLG

IF CEILING IS BELOW 90"

MOUNT TOP OF SIGNAL DEVICE

6" BELOW FINISHED CEILING

NOTE:

17 MIN

EQUIPMENT PERMITTED

IN OUTLINED AREA

36

M

AX

28

-3

4

38

M

AX

2 M

AX

WASHING MACHINE

TOP LOAD

CONVEYOR

GROCERY

SLIDE

TRAYACCESSIBLE

COAT HOOKS

AMBULATORY ACCESSIBLE TOE CLEARANCE SIDE APPROACH WALL HUNG WATER CLOSET FLOOR MTD WATER CLOSET

TYPICAL TOILET STALLS

CL

HE

AD

E

ND

(REQUIRED) (REQUIRED)

WA

LL

TUBS

CL

PUSH SIDE

48

M

IN

NOTE:

PULL SIDE

18 MIN

60

M

IN

X

FRONT APPROACHES SWINGING DOORS

HAS BOTH A CLOSER AND A LATCH

X = 12" MIN (305mm) IF DOOR

PUSH SIDE

Y

42

M

IN

PUSH SIDE

NOTE:

A CLOSER

PULL SIDE

A CLOSER

Y = 54" MIN (1370mm) IF DOOR HAS

NOTE:

PULL SIDE

NOTE: X = 36" MIN IF Y = 60";

X = 42" MIN IF Y = 54"

X

Y

Y

42

M

IN

HINGE SIDE APPROACHES SWINGING DOORS

LATCH SIDE APPROACHES SWINGING DOORS

Y = 48" MIN (1220mm) IF DOOR

22 MIN

HAS BOTH A CLOSER AND A LATCH

Y = 48" MIN IF DOOR HAS

Y

48

M

IN

24 MIN24 MIN

NOTE:

VESTIBULE DOORS

TWO HINGED DOORS IN SERIES

NOTE:

THE CLEARANCES FOR FRONT APPROACHES

ALL DOORS IN ALCOVES SHALL COMPLY WITH

TYPICAL DOOR CLEARANCES

48 MIN

4

8

M

I

N

VESTIBULE DOORS

32 MIN

CLEAR

43

M

AX

34

M

IN

60

M

IN

18 MIN

X>

8

48

M

IN

12 MIN

X>

8

48

M

IN

RECESSED DOOR

DOOR HARDWARE DOOR LITE

CLOSER & LATCH PROVIDED

WALL

CL

14-17

20-25

18

40

LOW

HIGH

REACH RANGES

RAMPS AND STAIRS

TOP OF HANDRAIL GRIPPING SURFACE

WATER CLOSETS

GRAB BARS

DISPENSER HEIGHT

36

20

28 MAX

18-20

14

READING AND STUDY AREAS, AND

KNEE CLEARANCE

HEIGHT OF TABLES OR COUNTERS

FIXED OR BUILT-IN SEATING AND TABLES,

WORK STATIONS

24 MIN

26-30 MAX

AGES: 3 AND 4

CHILDREN'S MOUNTING

GENERAL NOTES

ACCESSIBILITY GUIDELINE SHEETS ARE BASED ON

THE 2012 TEXAS ACCESSIBILITY STANDARDS (TAS).

ACCESSIBILITY GUIDELINE SHEETS ARE FOR

INFORMATIONAL PURPOSES ONLY. AND INTENDED

TO SERVE AS A GUIDE FOR CONSTRUCTION

PROFESSIONALS AND OWNERS.

SOME OF THE INFORMATION AND PICTOGRAPHS

SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT.

REFER TO PLUMBING SHEETS FOR PLUMBING

FIXTURE MOUNTING HEIGHTS.

GRAPHICS SHOWN ARE FOR ADULTS.

HEIGHTS & REACH RANGES

AGES: 5 THROUGH 8

17-19

25-27

16

44

AGES: 9 THROUGH 12

WATER CLOSET CENTERLINE 12-1512 15-18

48

M

AX

27 MAX

17-19

CL

16-18

CL

16-18

CL

16-18

CL

16-18

CL

60 MIN

CLEARANCE AT WATER CLOSET

16-18

CL

56

M

IN

LAVATORY, URINAL

OR TOILET ACCESSORIES

NOT IN A STALL

12

MIN

24 MIN

15 MIN

CL

36

36

TO

S

HO

UL

DE

R

IF Y=60 MIN, X=36 MIN

33

-3

6

LINE OF SIGHT OVER HEADS

CL

FRONT LOAD

15

-3

6

IF A WALL HUNG OR FLOOR

MOUNTED FLUSH VALVE

WATER CLOSET IS SPECIFIED,

ENSURE ALL DIMENSIONS

SHOWN ARE MET.

APPROACH ALLOWED

PARALLEL

AGES: 5 & YOUNGER AGES: 6-12

EXAMPLE SIGNAGE - SEE STANDARD ACCESSIBLE MOUNTING HEIGHT

LETTERS & BRAILLE

GRAPHIC SYMBOLS

6x8 PICTOGRAM

6 M

IN

MEN

6x8 PICTOGRAM

GRAPHIC SYMBOLS

LETTERS & BRAILLE

6 M

IN

WOMEN

& BRAILLE

ROOM NUMBER

8x6 ROOM NAME

6 M

IN

129

SUPERVISOR

MAINTENANCE

& BRAILLE

10x3 ROOM NAME

ADMINISTRATION

6x6 DIRECTIONAL

GRAPHIC SYMBOL

ONLY ONLY

GRAPHIC SYMBOL

6x6 DIRECTIONAL

6 M

IN

& BRAILLE

6x6 CHANGEABLE

MESSAGE W/ PERMANENT

ROOM NAME, NUMBER,

ITHJOHN S

OFFICE

169

REFER TO SIGNAGE PACKAGE OR DETAILS FOR ACTUAL SIGNAGE SPECIFIED

6x8 PICTOGRAM

GRAPHIC SYMBOLS

LETTERS & BRAILLE

6 M

IN

STAIR 1

6x8 PICTOGRAM

GRAPHIC SYMBOLS

LETTERS & BRAILLE

6 M

IN

STAIR 1

48

M

IN

60

M

AX

6

0 M

AX

48

M

IN

6 M

IN

6

0 M

AX

48

M

IN

60

M

AX

48

M

IN

CL

DISPENSERS

36 MAX

12

MAX

54 MIN

42 MIN

33

-3

6

TO

P O

F G

RIP

PIN

G

SU

RF

AC

E

7-9

48

M

AX

15

M

IN

100

48

M

IN

15

MIN

CL

30

MIN

X

36

MIN

IF X>24

15

MIN

CL

36

MIN

IF X>24

X

CL

LAVATORIES

36

MIN

IF X>24

X

REFER TO KNEE AND

TOE CLEARANCE GRAPHICS

CL

36 MIN

30

IF X ≤ 24

X

15

MIN

CL

NOT ASSOCIATED

24 MIN

9"

MIN

15

MIN

CL

WITH A WATER CLOSET

ONLY TOILET

ASSOCIATED WITH

WATER CLOSETS ARE

ALLOWED WITHIN

FLOOR AREA

ACCESSORIES

28 MAX 28 MAX

CHANGES IN LEVELNOTE: REFER TO "CHANGES IN LEVEL" DETAILS FOR SHOWER THRESHOLDS

THRESHOLD

SEAT

SEAT

THRESHOLD THRESHOLD

1

2

1/4

VERTICAL/BEVELED

1/4

TRANSITION

43

M

AX

43

M

AX

48

M

AX

LIT

E

OP

EN

IN

G

ACCESSIBILITYSTANDARDS

G-003

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

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AMARILLO 7966.16

-

01/23/17 BID SET















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T

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X

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S

19104

P

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01/23/17

DIRECTION

HANDRAILS

LANDING

RAMP

LANDING

60 MINSLOPE 1:12 MAX

EDGE PROTECTION CURB/BARRIER OR 12" EXTENDED

HANDRAILS REQUIRED ON BOTH SIDES OF RAMP

RAMP WIDTH TO BE NO LESS THAN 36" BETWEEN

RAMP CROSS SLOPE NOT TO EXCEED 2% MAX

LANDING SLOPE NOT TO EXCEED 2% IN ANY

SURFACE REQUIRED ON BOTH SIDES OF

ACCESSIBLE RAMP

60 MIN

RAMP RUN LANDINGLANDING

LANDING

RAMP RUN

RAMP RUN

EXTENDED

SURFACE

CURB OR

BARRIER

1

1

OFF-CENTERED DOOR

RAISED OR FLUSH

1 2

ENTRY LEVEL

DOOR OPEN

ALARM

DOOR CLOSE

EMERGENCY

1 2

43

5 6

7 8

CAR FLOOR

HE

IG

HT

W

IT

HIN

RE

AC

H R

AN

GE

8

3

1

4

2

7

5

8

6

1

3

2

4

5

7

6

8

8 1

12

PUSH FOR HELP

EMERGENCY

PHONE

PLATFORM

LIF

T M

EC

HA

NIS

M

42 MIN

54

M

IN

32 MIN

32 MIN

42

M

IN

(NEW CONSTRUCTION)

60 MIN

36 MIN

60

M

IN

80 MIN

51

M

IN

54

M

IN

42 MIN

80

M

IN

36 MIN 36 MIN

54

M

IN

51

M

IN

68 MIN

54 MIN

DOOR SAFETY BEAMS HALL LANTERNS HALL CONTROLS

48

M

AX

72

29

5

INSIDE CAB

FLOOR DESIGNATION

BESIDE DOOR ABOVE DOOR EMERGENCY

COMMUNICATION

DEVICE

48

M

AX

OUTSIDE CAB

60

2

35

M

IN

3/4 MIN

2 1

/2

M

IN

2 1

/2

M

IN

CAR CONTROL DETAILS

ELEVATORS

ELEVATORS

60 MIN 60 MIN 60 MIN

60

M

IN

36 MIN

BETWEEN

HANDRAILS

36

M

IN

BE

TW

EE

N

HA

ND

RA

IL

S

12 MIN12 MIN

X<

4

27

M

AX

34

-3

8

34

-3

8

36 MIN

SECTION

TOP & BOTTOM

OF RAMP

12 MIN

MAIN

CENTERED DOOR

CL

CL

STOP

ACCESSIBLE PARKING SIGNAGE

DOMINANT DIRECTION

OF TRAVEL

LONG DIRECTION

PERPENDICULAR TO

DOMINANT DIRECTION

OF TRAVEL

1/2 MAX

80

M

IN

X>12

X>12

27

M

AX

12MAX

27

-8

0

12 MAX

20

1 1

12

ADJOINING

SURFACE

MAX SLOPE

CURB RAMP

MAX SLOPE

CURB RAMP AT ISLANDCUT THROUGH AT ISLAND

OVERHANG

POST

OVERHANG

SIGNS

GRATING

36 MIN

48

M

IN

36 MIN

60 MIN

96

M

IN

CURB OR

ROADWAY

EDGE

BUS

STOP

PAD

SHELTER

ACCESSIBLE

ROUTE

96 MIN

(8'-0")

5'-0

"

MIN

FULL LENGTH OF

VEHICLE PULL-UP SPACE

20'-0" MIN

PERPENDICULAR SIDEWALK PARALLEL SIDEWALK

W/ IN-LINE CURB RAMP W/ PARALLEL CURB RAMP

PERPENDICULAR SIDEWALK

W/ FLARED CURB RAMP

NON-WALKING

SURFACE

NON-WALKING

SURFACE

PERPENDICULAR SIDEWALK

W/ LONGITUDINAL CURB RAMP

NON-WALKING

SURFACE

NON-WALKING SURFACE

17

-1

9

20-24

42

M

IN

2 M

AX

PLAN

10

M

AX

20

M

AX

PARALLEL

APPROACH

60 MIN

(5'-0")

132 MIN

(11'-0")

FIN GRADE

5'-0" ABOVE

CAR

PARKING SPACESPASSENGER LOADING ZONE

ACCESSIBLE ROUTE FROM PARKING

CURB RAMPS AT MARKED CROSSINGS

X

ISLAND CUT THROUGH

LEVEL WITH STREET

ISLAND

CURB RAMP WITHIN

MARKED CROSSING

4

8

M

I

N

X

FLARED SIDES

1:12 MAX IF

X IS < 36"

ISLAND

X

24

MIN

STRAIGHT

SEGMENT WITHIN

CROSS WALK

24

MIN

STRAIGHT

SEGMENT

WITHIN

CROSS WALK

ISLAND

4

8

M

I

N

NON-WALKING

SURFACE

NON-WALKING

SURFACE

WELL DEFINED

EDGE

3

6

M

I

N

WITHIN CURB RAMP AND FLARES, THERE SHALL BE NO LIGHT OR SIGNAL

POLES, SIGNAL BOXES, VALVE BOX COVERS, OR THE LIKE

(A) (B)

(C) (D)

CURB RAMP AND ADJOINING SURFACE SLOPES

CURB RAMPS

PROTRUDING OBJECTS/TELEPHONES

PROTRUDING OBJECTS

PASSING

60

M

IN

36

M

IN

ACCESSIBLE PATH WIDTH

SINGLE

FORWARD

APPROACH

12 MAX

27

-8

0

OVERHANG

POST

TELEPHONES

ACCESSIBLE ROUTES

ACCESSIBLE SEATING

30 MIN

48

MIN

ACCESSIBLE PATH

OF TRAVEL

60 MIN

96

M

IN

CURB OR

ROADWAY

EDGE

BUS

STOP

PAD

48

30

36

ACCESSIBLE

ROUTE

36

BUS STOPS

36

MIN

36

MIN

36

MIN

36

MIN

36

MIN

CURB RAMP

CURB RAMP CONFIGURATION MAY VARY

36

MIN

3

6

M

I

N

3

6

M

I

N

36

MIN

60 MIN60 MIN

ACCESSIBLE ROUTE

2% MAX SLOPE

ENLARGED PLAN

ENLARGED PLAN

ENLARGED PLAN

ENLARGED PLAN

CURB RAMP WITHIN

MARKED CROSSING

CURB RAMP

MARKED

CROSSING

CURB RAMP

MARKED

CROSSING

1:12 MAX IF

X IS < 36

ISLAND CUT THROUGH

LEVEL WITH STREET

12

MAX

12

MAX

TYPICAL

FLARED SIDES

1:12 MAX IF

X IS < 36"

2 1/2

MAX

2.35

2.3

5

0.9

0.2

4

MA

X

4

MAX

4

MAX

DETAIL

36

MIN

1:1

2 S

LO

PE

M

AX

BOTTOM OF RAMP SURFACE

DETECTABLE WARNING

DEVICES SHALL COMPLY

WITH THE TEXAS

ACCESSIBILITY STANDARDS

AND BE ALIGNED IN THE

DIRECTION OF

PEDESTRIAN TRAVEL

THE SURFACE OF THE

DETECTABLE WARNING

DEVICES SHALL BE A

CONTRASTING COLOR

THAT PROVIDES A LIGHT

REFLECTIVE VALUE

SIGNIFICANTLY

CONTRASTING WITH THE

ADJACENT SURFACES

FLARED SIDES

24

MIN

1:10

MAX

SLOPE

EACH SIDE

CHANGE IN DIRECTION

SLOPED SURFACE WHERE VERT EDGE IS > 8"

AT

L

EA

ST

A

S

WID

E A

S T

HE

WID

ES

T R

AM

P R

UN

STRAIGHT

OR

18

MIN

51

M

IN

36 MIN

51 MIN

LULA LIFTS

DOOR FRAME

(ABOVE CAR CONTROL PANEL)

24

MIN

8'-0

"

MIN

VAN

PARKING SPACES AND ACCESS AISLE

SLOPE NOT TO EXCEED 2% IN ANY DIRECTION

ACCESSIBILITYSTANDARDS

G-004

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

AMARILLO 7966.16

-

01/23/17 BID SET















RE

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19104

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01/23/17

A1

SECURITY PLAN - HIGH SCHOOL

1/16"=1'-0"

1

AS INDICATED BY: 00

KEY NOTES

1. EXISTING HIGH SCHOOL TO REMAIN.

2. NEW DOOR, ADD ACCESS CONTROL (CARD READER) TO DOOR, REFER TO

ELECTRICAL

3. REMOVE EXISTING GLAZING AND REPLACE WITH SECURITY GLAZING,

REFER TO DETAILS.

4. USE EXISTING DOOR, ADD DOOR CONTACTS, REFER TO ELECTRICAL.

VESTIBULE

101

101B101A

2

3

2

VESTIBULE

102

VESTIBULE

103

4

VESTIBULE

104

4

VESTIBULE

105

4

2

VESTIBULE

106

2

VESTIBULE

107

2

VESTIBULE

108

AL01

102

103

104

105

106

107

108

NORTH

GENERAL NOTES

A. ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY THE

CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT OR

ENGINEER AS REQUEST FOR INFORMATION.

B. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION

PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER.

C. VERIFY ALL DIMENSIONS, CONDITIONS AND GRADES AT JOB SITE PRIOR TO

COMMENCING WORK.

D. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES

AND REGULATIONS.

E. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL BUILDING PERMITS

REQUIRED FOR CONSTRUCTION AND CERTIFICATES OF OCCUPANCY.

F. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF SAFETY

DURING BUILDING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING

AND BRACING TO ENSURE SUCH SAFETY.

G. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY

CHANGES, REVISIONS, MODIFICATIONS AND/OR DEVIATIONS FROM THE

CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL BRING TO THE ATTENTION

OF THE ARCHITECT AND OBTAIN APPROVAL FROM THE GOVERNING BUILDING

OFFICIAL BEFORE PROCEEDING WITH THE WORK.

H. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S

INSTRUCTIONS/SPECIFICATIONS.

I. CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER ALL WORK.

2

VESTIBULE

109

102

* = SIMILAR

X=EXISTING

7

M1, M2, G22

6

-

SILL

REMARKS

-

5

-

HEAD

4

FRAME

3

EXISTING

CONST

EXISTING

SIZE

-

JAMB

DETAILS

2

D

TYPE

1

PR SIZE

DOOR

1

FLR

101A

MARK

DOOR SCHEDULE

CONST

FOOTNOTES

REMOVE EXISTING GLAZING AND REPLACE WITH SECURITY GLAZING=M2

= VERIFY EXISTING OPENINGM1

MISCELLANEOUS (GENERAL NOTES)

=

=HM

ALUM

1

HOLLOW METAL FRAME PROFILE & ADDITIONAL INFORMATION.

IHMPF = INSULATED HOLLOW METAL, PAINT FINISH

DOOR SIZE INDICATED IS NOMINAL. REDUCTION SHALL BE MADE FOR

ALUMINUM

OPENING SIZE (INDICATED IN FT-IN, WxH)

THRESHOLD & EDGE CLEARANCES. ALL DOORS ARE 1 3/4" THICK,

REFER TO STANDARD DOOR DETAILS (THIS SHEET) FOR TYPICAL

SIZE INDICATED IS OVERALL FRAME DEPTH.

5 FRAME SIZE (INDICATED IN INCHES)

3 CONSTRUCTION/VENEER

2 DOOR TYPE

REFER TO DOOR TYPE SCHEDULE (THIS SHEET)

FRAME TYPE4

HOLLOW METAL, PAINT FINISH

DETAILS6

EXAMPLE:

DETAIL # A1/A-501 SHEET #

7 REMARKS

UNLESS INDICATED OTHERWISE.

3-0x7-0

00A

HM02HM01

NOTE: FRAME FACES ARE 2" UNO

RE

F D

OO

R S

CH

ED

RE

F D

OO

R S

CH

ED

RE

F D

OO

R S

CH

ED

RE

F D

OO

R S

CH

ED

REF DOOR

SCHED

DC

REF DOOR

SCHED

3'-6"

AF

F

2'-8

"

10" 10"10"9"

2'-8

"3'-6"

AF

F

REF DOOR

SCHED

BA

RE

F D

OO

R S

CH

ED

REF DOOR

SCHED

DOOR TYPE SCHEDULE

4"

REF DOOR

SCHED

REF DOOR

SCHED

RE

F D

OO

R S

CH

ED

HOLLOW METAL FRAME SCHEDULE

LF

LF

HM00

10

"

M1, M2, G22

---

EXISTING EXISTING

-

D1 101B 3-0x7-0

M1, M3

---

IHMPF EXISTING

-

D1 102 3-0x7-0

6'-0" FIELD VERIFY 6'-0" FIELD VERIFY 6'-0" FIELD VERIFY

7'-0

" F

ILE

D V

ER

IF

Y

EXISTING

GLAZING TO

REMAIN

EXISTING

GLAZING TO

REMAIN

EXISTING

GLAZING TO

REMAIN

2'-10

"1'-10

"1'-10

"

ADD ACCESS CONTROLS, REFER TO ELECTRICAL=M3

M1, M4

---

EXISTING EXISTING

-

D1 103 3-0x7-0

PROVIDE NEW DOOR WITH DOOR CONTACTS, REFER TO ELECTRICAL=M4

M1, M4

---

EXISTING EXISTING

-

D1 104 3-0x7-0

M1, M4

---

EXISTING EXISTING

-

D1 105 3-0x7-0

M1, M3

---

IHMPF EXISTING

-

D1 106 3-0x7-0

----

M1, M3

---

IHMPF EXISTING

-

D1 107 3-0x7-0

----

M1, M3, G18

---

IHMPF EXISTING

-

C1 108 3-0x7-0

----

MARK TYPE

G18 LOW-E COATED, TEMPERED INSULATING GLASS UNITS

G22

CLEAR FULLY TEMPERED GLASSG07

GLAZING SCHEDULE

SECURITY GLASS

----

M1, M3, G18

---

IHMPF EXISTING

-

B1 109 3-0x7-0

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

AMARILLO 7966.16

-

01/23/17 BID SET















RE

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19104

P

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01/23/17

SECURITY PLANHIGH SCHOOL

A-101

A1

SECURITY PLAN - MIDDLE SCHOOL

1/16"=1'-0"

1

AS INDICATED BY: 00

KEY NOTES

1. EXISTING MIDDLE SCHOOL TO REMAIN.

2. NEW DOOR, ADD ACCESS CONTROL (CARD READER) TO DOOR, REFER TO

ELECTRICAL

3. USE EXISTING DOOR, ADD DOOR CONTACTS, REFER TO ELECTRICAL.

VESTIBULE

101

101B

101A

AL01

NORTH

GENERAL NOTES

A. ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY THE

CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE ARCHITECT OR

ENGINEER AS REQUEST FOR INFORMATION.

B. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION

PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER.

C. VERIFY ALL DIMENSIONS, CONDITIONS AND GRADES AT JOB SITE PRIOR TO

COMMENCING WORK.

D. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES

AND REGULATIONS.

E. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL BUILDING PERMITS

REQUIRED FOR CONSTRUCTION AND CERTIFICATES OF OCCUPANCY.

F. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF SAFETY

DURING BUILDING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING

AND BRACING TO ENSURE SUCH SAFETY.

G. DURING CONSTRUCTION, AND PRIOR TO THE INCORPORATION OF ANY

CHANGES, REVISIONS, MODIFICATIONS AND/OR DEVIATIONS FROM THE

CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL BRING TO THE ATTENTION

OF THE ARCHITECT AND OBTAIN APPROVAL FROM THE GOVERNING BUILDING

OFFICIAL BEFORE PROCEEDING WITH THE WORK.

H. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S

INSTRUCTIONS/SPECIFICATIONS.

I. CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH OWNER ALL WORK.

101C

101D

102

103

WAIT

102

PRINC

103

OFFICE

104

VESTIBULE

105

105

3

106

106A

ENTRY

106

GYM

107

107A3

107B 2

108A 2

109A 3

ENTRY

108

CAFETERIA

109

109B3

108B

110 2

KITCHEN

110

ENTRY

112

112 2

LIBRARY

111

1113

ENTRY

113

113

2

CHOIR

114

114

3

115

3

BAND

115

ENTRY

116

116

3

ENTRY

117

117

2

104

2

DOOR NOTES

A. CONTRACTOR SHALL FIELD VERIFY ALL DOOR AND FRAME SIZES PRIOR TO

ORDERING OR INSTALLATION. ANY ERRORS, INCONSTANCIES OR OMISSIONS

DISCOVERED BY THE CONTRACTOR SHALL BE REPORTED PROMPTLY TO THE

ARCHITECT AS A REQUEST FOR INFORMATION. ERRORS AND/OR OMISSIONS IN

DOOR SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING

WORK SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFICATIONS.

B. DOOR AND FRAME SUPPLIER SHALL COORDINATE INSTALLATION WITH

CONTRACTOR. SUPPLIER SHALL VERIFY DEPTHS OF FRAMES PER

INSTALLATION TECHNIQUE (BEFORE OR AFTER DRYWALL).

C. ALL HARDWARE SHALL COMPLY WITH ALL APPLICABLE CODE REQUIREMENTS

AND ADA ACCESSIBILITY REQUIREMENTS PER LOCAL, STATE & FEDERAL

REGULATIONS. REFER TO SPECIFICATIONS FOR HARDWARE ALLOWANCE AND

REQUIREMENTS.

D. EXTERIOR DOORS TO HAVE A MAXIMUM OF 8.5 LBS. 'PUSH/PULL' PRESSURE.

E. INTERIOR DOORS TO HAVE MAXIMUM OF 5.0 LBS. 'PUSH/PULL' PRESSURE.

F. ALL STEEL DOORS, DOOR FRAMES SHALL BE RATED ACCORDINGLY TO WALL

OR DOOR RATINGS (VERIFY WITH CONSTRUCTION DOCUMENTS).

G. TEMPERED GLAZING AND IDENTIFICATION SHALL BE PROVIDED BY GLAZING

SUPPLIER AND TO MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS.

* = SIMILAR

X=EXISTING

7

M1, M5, G22

6

-

SILL

REMARKS

-

5

-

HEAD

4

FRAME

3

ALUM

CONST

AL01

SIZE

-

JAMB

DETAILS

2

E

TYPE

1

PR SIZE

DOOR

1

FLR

101A

MARK

DOOR SCHEDULE

CONST

FOOTNOTES

PROVIDE HINGES, SILENCERS AND LOCKSET=M2

= VERIFY EXISTING OPENINGM1

MISCELLANEOUS (GENERAL NOTES)

=

=HM

ALUM

1

HOLLOW METAL FRAME PROFILE & ADDITIONAL INFORMATION.

IHMPF = INSULATED HOLLOW METAL, PAINT FINISH

DOOR SIZE INDICATED IS NOMINAL. REDUCTION SHALL BE MADE FOR

ALUMINUM

OPENING SIZE (INDICATED IN FT-IN, WxH)

THRESHOLD & EDGE CLEARANCES. ALL DOORS ARE 1 3/4" THICK,

REFER TO STANDARD DOOR DETAILS (THIS SHEET) FOR TYPICAL

SIZE INDICATED IS OVERALL FRAME DEPTH.

5 FRAME SIZE (INDICATED IN INCHES)

3 CONSTRUCTION/VENEER

2 DOOR TYPE

REFER TO DOOR TYPE SCHEDULE (THIS SHEET)

FRAME TYPE4

HOLLOW METAL, PAINT FINISH

DETAILS6

EXAMPLE:

DETAIL # A1/A-501 SHEET #

7 REMARKS

UNLESS INDICATED OTHERWISE.

3-0x7-0

00A

HM02HM01

NOTE: FRAME FACES ARE 2" UNO

RE

F D

OO

R S

CH

ED

4"

REF DOOR

SCHED

REF DOOR

SCHED

RE

F D

OO

R S

CH

ED

HOLLOW METAL FRAME SCHEDULE

HM00

M1, M5, G22

---

ALUM AL01

-

E1 101B 3-0x7-0

PROVIDE NEW DOOR, ADD ACCESS CONTROLS, REFER TO ELECTRICAL=M3

M1, M4

---

EXISTING EXISTING

-

A1 105 3-0x7-0

USE EXISTING DOOR, ADD DOOR CONTACTS, REFER TO ELECTRICAL=M4

MARK TYPE

G18 LOW-E COATED, TEMPERED INSULATING GLASS UNITS

G22

CLEAR FULLY TEMPERED GLASSG07

GLAZING SCHEDULE

SECURITY GLASS

M1, M5, G22

---

ALUM AL01

-

E1 101C 3-0x7-0

M1, M5, G22

-

D4/A-401E4/A-401ALUM HM02 F.V.E1 101D 3-0x7-0

EXISTING TO REMAIN

---

EXISTING EXISTING

-

EXISTING1 102

-

EXISTING TO REMAIN

---

EXISTING EXISTING

-

EXISTING1 104

-

M2

-

D6/A-401E6/A-401SCPL HM 5 7/8"A1 103 3-0x7-0

=SCPL SOLID CORE, PLASTIC LAMINATED

M1, M3, G18

---

IHMPF EXISTING

-

E1 106 3-0x7-0

M1

---- - -

F1 106A

-

M1, M4

---

EXISTING EXISTING

-

A1 107A 3-0x7-0

M1, M3

---

IHMPF EXISTING

-

A1 107B 3-0x7-0

M1, M3, G18

---

IHMPF EXISTING

-

E1 108A 3-0x7-0

M1

---- - -

F108B

-

1

M1, M4

---

EXISTING EXISTING

-

E1 109A 4-0x7-0

M1, M3, G18

---

IHMPF EXISTING

-

C1 110 3-6x7-0

M1, M4

---

EXISITNG EXISTING

-

D1 109B 3-0x7-0

M1, M4

---

EXISTING EXISTING

-

A1 111 3-0x7-0

M1, M3, G18

---

IHMPF EXISTING

-

E1 112 3-0x7-0

M1, M3, G18

---

IHMPF EXISTING

-

E1 113 3-0x7-0

M1, M4

---

EXISTING EXISTING

-

A1 114 3-0x7-0

M1, M4

---

EXISTING EXISTING

-

A1 115 3-0x7-0

M1, M4

---

EXISTING EXISTING

-

A1 116 3-0x7-0

M1, M3, G18

---

ALUM EXISTING

-

D1 117 3-0x7-0

2"

6'-10"

2"

1'-8"

2"

9'-0" V

ER

IF

Y - M

AT

CH

E

XIS

TIN

G

HE

AD

ER

W

ALL

51'-5 3/8" FIELD VERIFY

2" 3'-7 3/8" 2" 6'-0" 2" 2" 6'-0" 2" 2" 6'-0" 2" 3'-0" 2"4'-0" 2" 4'-0" 2" 4'-0" 4'-3" 2" 4'-4" 2" 4'-3"

7'-0"

4"

7'-4"

2" 3'-0" 2"

3'-4"

RE

F D

OO

R S

CH

ED

RE

F D

OO

R S

CH

ED

RE

F D

OO

R S

CH

ED

REF DOOR

SCHED

DC

REF DOOR

SCHED

3'-6"

AF

F

2'-8"

10" 10"10"9"

2'-8"

3'-6"

AF

F

REF DOOR

SCHED

BA

RE

F D

OO

R S

CH

ED

REF DOOR

SCHED

DOOR TYPE SCHEDULE

LF

LF

OH COILING GATE

F

REF DOOR SCHED

RE

F D

OO

R S

CH

ED

HOOD

A6/A-401

B6

/A

-4

01

C6/A

-401

A6/A-401

C6/A

-401

BASIS OF DESING: KAWNEER 451,

COLOR: TO MATCH EXISTING

C6

/A

-4

01 S

IM

.

C6

/A

-4

01 S

IM

.

7'-0" F

IE

LD

V

ER

IF

Y

REF DOOR

SCHED

E

1'-6

"

1'-4

"6"

1'-4

"6"

1'-4

"6

"

6" 2'-0" 6"

NOTE: FIELD VERIFY ALL DOOR OPENING SIZES.

DOOR AND FRAME COLOR TO MATCH EXISTING=M5

1'-6

"

1'-4

"6"

3'-2"

6"

6" 2'-0" 6"

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

AMARILLO 7966.16

-

01/23/17 BID SET















RE

G

I

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T

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R

E

D A

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E

C

T

S

T

A

T

E

OF

T

E

X

A

S

19104

P

A

U

L

S.

H

A

R

E

01/23/17

SECURITY PLANMIDDLE SCHOOL

A-102

A1

MIDDLE SCHOOL - DEMOLITION FLOOR PLAN

1/8"=1'-0"

AS INDICATED BY:

DEMOLITION KEY NOTES

1. DOOR AND FRAME.

2. WALL PARTITION.

3. MILLWORK.

4. CMU PARTITION.

5. CEILING GRID AND TILES.

6. FLOORING.

NORTH

1

0

DEMOLITION GENERAL NOTES

A. CONTRACTOR SHALL PATCH ALL SURFACES AFFECTED BY THIS WORK.

PATCH AND FINISH TO MATCH ADJACENT SURFACES WHICH REMAIN. ALL

ABANDONED MECHANICAL, ELECTRICAL OR PLUMBING WORK SHALL BE

REMOVED AND PATCHED.

B. THE GENERAL CONTRACTOR IS NOT RESPONSIBLE FOR REMOVAL OF

HAZARDOUS MATERIAL (I.E. ASBESTOS). IF ANY HAZARDOUS MATERIALS

ARE DISCOVERED, STOP WORK AND NOTIFY THE OWNER IMMEDIATELY.

C. ALL WORK SHALL CONFORM TO THE CODES AND REQUIREMENTS OF

EVERY REGULATORY AGENCY HAVING JURISDICTIONS OVER THE

PROJECT.

D. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY

FAMILIAR WITH ALL EXISTING CONDITIONS IN THE AREA OF CONSTRUCTION

PRIOR TO SUBMITTING PRICES AND STARTING WORK. ALL ELEVATIONS,

DIMENSIONS, EXISTING SERVICES SHALL BE FIELD VERIFIED. IN THE

EVENT OF CONFLICT, CONTACT THE ARCHTIECT/OWNER AND OBTAIN

INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK.

E. NEITHER THE OWNER, ARCHITECT OR THE ENGINEER OF RECORD WILL

ENFORCE SAFETY MEASURES OR REGULATION. THE CONTRACTOR SHALL

DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING

SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFIRMING TO ALL

LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND

REGULATION.

F. ALL EXISTING CONSTRUCTION TO BE REMOVED SHOWN DASHED (TYPICAL).

G. CONTRACTOR TO TEMPORARILY REMOVE ALL LIGHTING, MECHANICAL

EQUIPMENT, DUCT WORK, REGISTERS, GRILLES AND OTHER PLENUM OR

CEILING MOUNTED FIXTURES AND EQUIPMENT DURING CONSTRUCTION.

RELOCATE ITEMS AFTER NEW CEILING GRID AND TILES ARE INSTALLED.

LEGEND

NOT IN SCOPE OF WORK

2

2

3

4

1'-4"

3'-4"

5

6

5

6

5

6

1

B1

MIDDLE SCHOOL - FLOOR PLAN

1/8"=1'-0"

NORTH

VESTIBULE

101

WAIT

102

PRINC

103

OFFICE

104

AS INDICATED BY: 00

FLOOR PLAN KEY NOTES

1. INTERIOR WALL PARTITION.

2. DOOR AS SCHEDULED.

3. MILLWORK, REFER TO DETAILS.

4. CORNER GUARD, REFER TO DETAILS.

ALIGN

FLOOR PLAN GENERAL NOTES

A. INTERIOR WALL PARTITIONS SHALL BE 3 5/8" METAL STUDS WITH 5/8"

GYPSUM BOARD ON BOTH SIDES. TERMINATE STUDS 12" ABOVE FINISHED

CEILING (BRACE TO STRUCTURE AS REQUIRED) AND GYPSUM BOARD 6"

ABOVE FINISHED CEILING. CAVITY SHALL BE FILLED WITH SOUND BATT

INSULATION.

B. VERIFY ALL INTERIOR FINISHES, COLORS, ETC. WITH OWNER.

1

1

2

3

17'-0" 4 7/8" 9'-10 7/16" F.V.

11'-7 1/2"

4 7/8"

A5/A

-401

B5/A

-401

51'-5 3/8" FIELD VERIFY

7'-8"± F.V.

25'-9 1/2" F

.V

.

30'-4 3/16" F.V.

10'-9"

4

C1

MIDDLE SCHOOL - REFLECTED CEILING PLAN

1/8"=1'-0"

NORTH

FINISHED CEILING

108'-0"

FINISHED CEILING

108'-0"

AS INDICATED BY: 00

CEILING PLAN KEY NOTES

1. 2 X2 CEILING TILES IN NEW GRID.

2. HEADER WALL, REFER TO DETAILS.

3. EXISTING CEILING TO REMAIN. PATCH EXISTING CEILING AS REQUIRED.

2

1

1

3

3

3

3

3

3

3 3

CEILING PLAN GENERAL NOTES

A. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF FIELD CONFLICTS

BETWEEN CEILING MOUNTED ITEMS.

B. REFLECTED CEILING PLAN DEFINES TYPES OF CEILING AND SOFFIT

PATTERNS, REFERENCE ELECTRICAL DRAWINGS FOR QUANTITIES AND

TYPES OF LIGHT FIXTURES.

C. REFER TO FLOOR PLAN FOR ROOM DIMENSIONS AND FINISHES.

A5

INTERIOR ELEVATION

1/4"=1'-0"

B5

INTERIOR ELEVATION

1/4"=1'-0"

E1

/A

-4

01

E1

/A

-4

01

E2

/A

-4

01

E2

/A

-4

01

E3

/A

-4

01

3'-6

"

2'-6

"

2'-6

"

3'-6

"

2'-0" 5'-3 3/4" 2'-0"

KNEE

SPACE

E3

/A

-4

01

5'-0"

5'-0"

D6

JAMB DETAIL -

INTERIOR DOOR (3 5/8" STUD)

1 1/2"=1'-0"

5/8"3 5/8" 5/8"

4 7/8"

5 7/8"

5/8" GYP. BD. (BOTH SIDES)

DOOR PER SCHEDULE

STEEL FRAME (TYPICAL)

DOUBLE 3 5/8" METAL STUDS

(TYPICAL)

METAL STUD ANCHORS AS

REQUIRED (TYPICAL)

E6

HEAD DETAIL -

INTERIOR DOOR (3 5/8" STUD)

1 1/2"=1'-0"

5/8"3 5/8"

5/8"

4 7/8"

5 7/8"


DOOR PER SCHEDULE

STEEL FRAME (TYPICAL)

3 5/8" METAL STUDS (TYPICAL)

T.O. FRAME

PER SCHEDULE

NOTE:

CONTRACTOR SHALL PROVIDE

'FIXED FLOOR ANCHORS' AT ALL

INTERIOR DOOR JAMBS.

DOUBLE BOX HEADER

B6

SILL DETAIL - GLAZING

1 1/2"=1'-0" EXISTING FOUNDATION

4 1/2"

GLASS AS SCHEDULED

ALUMINUM FRAME

BACKER ROD AND SEALANT,

BOTH SIDES OF FRAME

SHIM AS REQUIRED

A6

JAMB DETAIL - GLAZING

1 1/2"=1'-0" EXISTING WALL

EXISTING WALL

4 1/2"

GLASS AS SCHEDULED

ALUMINUM FRAME


BOTH SIDES OF FRAME

SHIM AS REQUIRED

EXISTING FOUNDATION

3 1/2"

CEILING

FLOOR

BA

SE

H

T.

OV

ER

AL

L H

T. - R

EF

ER

T

O D

RA

WIN

GS

E5

CORNER GUARD - STAINLESS STEEL

1 1/2"=1'-0"

ELEVATION

COVER AS

SPECIFIED

GYP. BD.METAL STUD

MOUNTING

SCREWS (IF

PROVIDED)

PLAN

NOTE: REFER TO SPECIFICATIONS

FOR INSTALLATION METHOD:

CEMENT-ON OR SCREW-ON.

NOTE: PATCH FLOOR AS REQUIRED.

4 1/2"

GLASS AS SCHEDULED

ALUMINUM FRAME


BOTH SIDES OF FRAME

SHIM AS REQUIRED

C6

HEAD DETAIL - GLAZING

1 1/2"=1'-0"

5/8"3 5/8"

5/8"

4 7/8"


3 5/8" METAL STUDS (TYPICAL)

DOUBLE BOX HEADER

NOTE:

EXTEND HEADER WALL TO

BOTTOM OF STRUCTURE

(BRACE AS REQUIRED).

EXISTING MASONRY WALL

EXISTING

F.V.

STEEL FRAME, ANCHOR TO

EXISTING WALL

CONT. CAULK (BOTH SIDES)

D4

JAMB DETAIL - DOOR (MASONRY)

1 1/2"=1'-0"

E4

HEAD DETAIL - DOOR (MASONRY)

1 1/2"=1'-0"

DOOR PER SCHEDULE

NOTE:

CONTRACTOR SHALL PROVIDE

'FIXED FLOOR ANCHORS' AT ALL

DOOR JAMBS.

1/2" 1/2"

EXISTING MASONRY WALL

EXISTING

F.V.

STEEL FRAME, ANCHOR TO

EXISTING WALL

CONT. CAULK (BOTH SIDES)

DOOR PER SCHEDULE

1/2" 1/2"

C5

WALL SECTION

3/4"=1'-0"

EXISTING FOUNDATION

5/8" GYPSUM BOARD (BOTH SIDES)

BATT INSULATION

3 5/8" METAL STUDS AT 16" O.C.

FINISHED CEILING

108'-0"

FIN FL

100'-0"

EXISTING STRUCTURE

PROVIDE 1" SLIP TRACK AT

BOTTOM OF STRUCTURE

TERMINATE GYPSUM BOARD 6"

MINIMUM ABOVE FINISHED

CEILING

2'-6"

1'-0

"

4"

3'-0

1/2"

1 3

/4"

1'-0"

GROMMET

SCHEDULED BASE

3 5/8" METAL STUD FRAMING

3/4" PLYWOOD SUBSTRATE

COVERED WITH TYPE I (1/16")

LAMINATED

3'-6"

2'-1 1/2"

1 3

/4"

SUPPORT BRACKET EQ

TO RAKKS EH-1824

2X6 WOOD BLOCKING

3/4" PARTICLE BOARD COVERED

W/ TYPE I (1/16") LAMINATED

PLASTIC (TOP)

HARDWOOD EDGE

(TYPICAL)

5/8" GYP. BD.

2'-6"

4"

1 3/4

"

SCHEDULED BASE

3 5/8" METAL STUD FRAMING



LAMINATED

2'-9"

SUPPORT BRACKET EQ

TO RAKKS EH-1824

2X6 WOOD BLOCKING



PLASTIC (TOP)

HARDWOOD EDGE

(TYPICAL ON EDGES)

5/8" GYP. BD.

4"

1 3/4"

2'-9"



PLASTIC (TOP)

HARDWOOD EDGE

(TYPICAL ON EDGES)

4"

2'-0

1/4

"

2x BLOCKING

2'-6"

2'-0 1/4"

1'-8 1/2" 3"

1X4 FURRING STRIPS AT 24" ON

CENTER EACH WAY (BY

MILLWORKS)

1X4 FRAMING

SCHEDULED BASE

K-V #255 STANDARDS SURFACE

MOUNTED & #256R SUPPORTS

(TYPICAL)

1X4 FRAMING



PLASTIC (TOP)


ADJ. SHELF W/ TYPE I (1/16")

LAMINATED & HARDWOOD

EDGES

1/4" PLYWOOD BACK



LAMINATED W/ HARDWOOD

EDGES (DOORS, SIDES &

BOTTOM)

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

AMARILLO 7966.16

-

01/23/17 BID SET















RE

G

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19104

P

A

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H

A

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01/23/17

SECURITY PLANMIDDLE SCHOOLENLARGED PLANS

AND DETAILS

A-401

24x14

18x18

1

2

2

3

3

3

3 3

24x14

18x18

12"∅/S1

400 CFM

12"∅/S1

400 CFM

12"∅/S1

400 CFM

12"∅

12"∅

12x12/R1

12x12

12"∅

12"∅

12x12/R1

12"∅

12"∅/S1

400 CFM

12"∅/S1

400 CFM

VESTIBULE

101

WAIT

102

PRINC

103

OFFICE

104

DEMOLITION NOTESAS INDICATED BY: 00

1. EXISTING FURNACE TO REMAIN.

2. EXISTING MAIN DUCT RUN TO REMAIN.

3. REMOVE EXISTING SUPPLY GRILLE AND DUCT BACK TO MAIN AND CAP.

AIR DISTRIBUTION SCHEDULESYMBOL TYPE DESCRIPTION INSTALLATION MANUFACTURER

TYPE MODEL

S1 CEILING ALL STEEL, THREE STEP SQUARE CONE, NOMINAL 24" x 24" FACE, ROUND NECK SIZE AS SHOWN ON

DRAWINGS, 360 DEGREE THROW UNLESS SPECIFIED OTHERWISE.

LAY-IN / NAILOR

SUPPLY SURFACE RNS

R1 CEILING ALL STEEL, NOMINAL 24" x 24" FULL FACE EGG GRATE GRILLE, TRANSITION TO NECK SIZE AS SHOWN ON

DRAWINGS.

LAY-IN / NAILOR

RETURN SURFACE 61EC

NOTES:

1. AIR DEVICES SCHEDULED TO BE MANUFACTURED BY NAILOR. TITUS, AND PRICE ARE CONSIDERED EQUIVALENT MANUFACTURERS.

2. ALL VISIBLE SPACE ABOVE OPEN RETURN DEVICES SHALL BE PAINTED FLAT BLACK.

3. PROVIDE MANUAL BALANCING DAMPERS AT EACH SUPPLY AIR DUCT TAP, INSTALL MBD AT MAIN DUCT TAP.

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

AMARILLO 7966.16

- 01/23/17 BID SET

PR

OF

ESS I ONA L ENG

I NE

ER

BRADLEY BLOUNT

L

IC E N S

E

D

115111

STATE OF TEXAS

PA

RK

HIL

L S

MI TH & COOPER

, I NC

. F

-5

60

1/23/17

MIDDLE SCHOOL

MECHANICAL PLANS

M-101

A1MIDDLE SCHOOL MECHANICAL DEMOLITION PLAN1/4"=1'-0"

A2MIDDLE SCHOOL MECHANICAL PLAN1/4"=1'-0"

NORTH

NORTH

VISITORS MUST

REPORT TO

MAIN OFFICE

24 HOUR VIDEO

SURVEILLANCE

DOORS LOCKED

FOR SECURITY

NTS

SIGN DETAIL

PROVIDE SIGN

MANUFACTURE'S

STANDARD VIDEO

CAMERA GRAPHIC

APPROXIMATELY 4" x 4".

PROVIDE TEXT AS

SHOWN. TEXT SHALL BE

NO SMALLER THAN 5/8".

MOUNT ON SOLID WALL

ADJACENT TO ENTRANCE

60" ABOVE WALKING

SURFACE. SHALL NOT BE

LOCATED ADJACENT TO

MAIN ENTRANCE.

COORDINATE EXACT

MOUNTING LOCATION

WITH AUTHORIZED LISD

REPRESENTATIVE.

PROVIDE PREDRILLED

HOLES SIZED AS NEEDED

FOR FASTENERS.

TEXT AND GRAPHICS

SHALL BE RED.

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

AMARILLO 7966.16

- 01/23/17 BID SET

PR

OF

ESS I ONA L ENG

I NE

ER

JONATHAN LEE HARTMAN

L

I C E N SE

D

114868

STATE OF TEXAS

PA

RK

HI L

L S

MI TH & COOPER

, I NC

. F

-5

60

01/23/17

ELECTRICAL

LEGEND

AND ABBREVIATIONS

E-001

NOTE:ITEMS SHOWN AS DASHED INDICATE ITEMS WHICH ARE TO BE REMOVED.

DESCRIPTIONSYMBOL

ELECTRICAL LEGENDSYMBOL DESCRIPTION

SECURITY CAMERA OUTLET.CR SECURITY CARD READER.

DOOR CONTACT.

ELECTRIC STRIKE.

ELECTRICAL ABBREVIATIONSABOVE COUNTER ACABOVE FINISHED FLOOR AFFALARM ALMALARM ANNUNCIATOR PANEL AAPALTERNATING CURRENT ACAMERICAN NATIONAL STANDARDS INSTITUTE ANSIAMERICAN SOCIETY FOR TESTING AND MATERIALS ASTMAMERICAN STEEL WIRE GAUGE ASWG

AMPEREAWG

AMPHOURAMP

AMPERE INTERRUPTING CAPACITYAH

AMPLIFIERAIC

AMPS SHORT CIRCUITAMPL

ANNUNCIATORASC

ANTENNAANN

ARCHITECTANT

ARMORED CABLEARCH

AUDIO FREQUENCYARMC

AUDIO VISUALAF

AUTHORITY HAVING JURISDICTIONAV

AUTO TRANSFORMERAHJ

AUTOMATIC CONTROL PANELAUTO XFMR

AUTOMATIC DOOR CLOSERACP

AUTOMATIC FREQUENCY CONTROLADC

AUTOMATIC TRANSFER SWITCHAFC

AUXILIARYATS

AUXILIARY POWER UNITAUXAPU

AMERICAN WIRE GAUGE

BACKBOARD BKBDBALLAST BLSTBATTERY BATBRAKE HORSEPOWER BHPBUCK-BOOST TRANSFORMER BB XFMRBUILDING AUTOMATION SYSTEM BAS

CABLE TELEVISION CTVCANDLE POWERCAPACITORCIRCUITCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCOAXIAL CABLECOEFFICIENT OF UTILIZATIONCOLOR RENDERING INDEXCOMMON GROUNDCOMMUNICATIONSCONDUITCONTROLCONTROL CONTRACTORCONTROL PANELCONTROL POWER TRANSFORMERCONTROL RELAYCONTROL SWITCHCOORDINATECOPPERCOVER PLATECURRENTCURRENT LIMITING FUSECURRENT TRANSFORMER.

CPCAPCKTCBCCTVCOAXCUCRICGCOMMCCTRLCCCPCPTCRCSCOORDCUCOV PLCURCLFCT

DECIBEL dBDEMOLITION DEMODETAIL DETDIRECT CURRENT DCDISCONNECT SWITCH DSDOUBLE POLE, DOUBLE THROW DPDTDOUBLE POLE, SINGLE THROW DPST

EACH EAEASEMENT ESMTELECTRIC ELECELECTRICAL METALLIC TUBING EMTELECTRICAL NONMETALLIC TUBING ENTENCLOSURE ENCL

FIRE ALARM FAFIRE ALARM ANNUNCIATOR PANEL FAAPFIRE ALARM CONTROL PANEL FACPFIXTURE FIXTFLEXIBLE METALLIC CONDUIT FMCFLUORESCENT FLUORFLUORESCENT FIXTURE FLUOR FIXTFLUORESCENT LIGHTING FLUOR LGHTFOOTCANDLE FCFREQUENCY FREQFULL LOAD AMPS FLA

GAUGE GAGENERATOR GEN

GROUND FAULT CIRCUIT INTERRUPTER GFCI

HEAVY DUTY HDHIGH OUTPUT HOHIGH VOLTAGE HVHORSEPOWER HP

ILLUMINATION ENGINEERING SOCIETY OF NORTH AMERICA IESNAINTERMEDIATE METAL CONDUIT IMC

KILOVOLT kVKILOVOLT AMP kVAKILOWATT kWKILOWATT HOUR kWH

LIQUIDTIGHT FLEXIBLE METAL CONDUIT LFMCLIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT LFNCLOW VOLTAGE LVLUMEN LMLUMENS PER WATT LPW

MAIN CIRCUIT BREAKER MCBMAIN LUGS ONLY MLOMANUFACTURER MFRMINIMUM MINMINIMUM CIRCUIT AMPS MCAMOTOR CONTROL CENTER MCCMOTOR STARTER MS

NATIONAL ELECTRICAL CODE NECNATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEMANATIONAL FIRE CODE NFCNATIONAL FIRE PROTECTION ASSOCIATION NFPANIGHT LIGHT NLNORMALLY CLOSED NCNORMALLY OPEN NONOTIFICATION APPLIANCE CIRCUIT NAC

PANELBOARD PBPHASE PHPHOTOELECTRIC PEPHOTOELECTRIC CELL PECPOLY VINYL CHLORIDE PVCPOWER PWRPOWER AMPLIFIER PAPOWER FACTOR PF

RECEPTACLE RECEPTRIGID GALVANIZED STEEL RGSRIGID NONMETALLIC CONDUIT RNC

SCHEDULE SCHSERVICE ENTRANCE SESINGLE PHASE 1ØSINGLE POLE, DOUBLE THROW SPDTSINGLE POLE, SINGLE THROW SPSTSWITCHBOARD SWBD

THREE PHASE 3ØTWISTED SHIELDED PAIR TSP

UNINTERRUPTIBLE POWER SUPPLY UPSUNLESS NOTED OTHERWISE UNO

VARIABLE FREQUENCY DRIVE VFDVERY HIGH OUTPUT VHOVOLT, VOLTS, VOLTAGE VVOLT AMPERE VAVOLTAGE DROP VD

WEATHERPROOF WPWIREWAY WW

GROUND GND

GENERAL NOTESA. IF UNABLE TO CONCEAL WIRING SYSTEM IN WALL OR CEILING, THEN USE WIREMOLD

500 SERIES STEEL SURFACE MOUNTED RACEWAY SYSTEM ON INTERIOR WALLS, HARDCEILINGS, DOOR FRAMES. IN BUILDINGS WITH HARD CEILINGS (GYP, PLASTER,...ETC)

INSTALL WIREMOLD RACEWAY SYSTEM ON WALL AT CEILING HEIGHT. CONTRACTOR

SHALL COORDINATE EXACT ROUTING OF RACEWAY SYSTEM WITH OWNER'S

PERSONNEL. CONTRACTOR SHALL PROVIDE ALL BOXES, COVER PLATES, ELBOWS,TRANSITIONS, CONNECTORS, AND END PLATES AS REQUIRED.

B. IF UNABLE TO CONCEAL WIRING SYSTEM IN WALL OR CEILING, THEN ALL VERTICAL

COMMUNICATION CABLING SHALL BE IN RACEWAY SYSTEM.

C. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE 120V AND 208V POWER FORUPS'S, SERVERS, SECURITY EQUIPMENT, EXTERIOR CAMERA HEATERS/FANS,

MONITORS AND SECURITY LIGHTS AS REQUIRED. PROVIDE CIRCUIT BREAKER(MATCH

EXISTING), RECEPTACLE, WIRE AND CONDUIT.

D. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF WALL MOUNTED SECURITYMONITORS, COMMUNICATION OUTLETS, AND 120V OUTLETS WITH OWNER.

E. ALL SECURITY EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENTAL CONDITION IN

WHICH IT IS LOCATED (AMBIENT TEMPERATURE AND RELATIVE HUMIDITY).F. CONTRACTOR SHALL PROVIDE PROGRAMMING AND COORDINATE REQUIREMENTS TO

INCORPORATE OWNER'S HUMAN RESOURCES DIRECTORY WITH OWNER'S

INFORMATION TECHNOLOGY AND HR PERSONNEL.

G. CONTRACTOR SHALL COORDINATE CONNECTION TO THE EXISTING OWNER'S MAINSERVER AT EACH SCHOOL WITH OWNER'S INFORMATION TECHNOLOGY PERSONNEL.

H. CONTRACTOR SHALL PROVIDE CONDUIT SLEEVES (WITH BUSHING AT EACH END) FOR

ALL COMMUNICATION WIRING PENETRATING THROUGH A WALL OR SURFACE.

I. CONTRACTOR SHALL SUPPORT COMMUNICATION CABLES ABOVE CEILING USING A JHOOK SYSTEM OR APPROVED EQUAL SYSTEM. CABLE SUPPORT SYSTEM SHALL BE

INSTALLED MEETING REQUIREMENTS OF COMMUNICATION CABLE MANUFACTURER

AND WEIGHT REQUIREMENTS. THIS WILL INCLUDE SPACING AND SIZE OF CABLE

SUPPORTS. CABLE SUPPORT SYSTEM SHALL BE INSTALLED PER MANUFACTURERSWRITTEN INSTRUCTIONS.

J. THE PLANS AND SPECIFICATIONS FOR THIS PROJECT REPRESENT A PERFORMANCE

SPECIFICATION FOR A SECURITY AND ACCESS CONTROL. IT WILL BE THE

RESPONSIBILITY OF THE SUCCESSFUL CONTRACTOR TO PROVIDE FOR ANY DESIGNAND SYSTEM COMPONENTS TO PROVIDE FOR AN INTEGRATED AND FULLY

FUNCTIONAL SYSTEM. THIS SHALL INCLUDE, BUT NOT LIMITED TO, POWER, HARDWARE,

CONDUIT, CABLING, SUPPORTS, AND ALL NECESSARY PROGRAMMING INCLUDING

INTERFACE WITH OWNER'S EQUIPMENT AND INTERCONNECTIONS TO PROVIDEREMOTE TRANSMISSION OF DATA.

K. CAMERA MOUNTING HEIGHTS SHALL BE FIELD DETERMINED AND APPROVED TO

PROVIDE FOR MAXIMUM FIELD OF VIEW.

L. CONTRACTOR SHALL COORDINATE LOCATION OF SECURITY EQUIPMENT, RACKS,PANELS WITH OWNER'S IT PERSONNEL. CONTRACTOR SHALL NOT INSTALL NEW

SECURITY EQUIPMENT IN OWNER'S EQUIPMENT RACKS UNLESS AUTHORIZED BY

OWNER'S I.T. DEPARTMENT.

M. ALL PENETRATIONS THROUGH RATED FIRE WALLS SHALL BE SEALED WITH FIRECAULK, SEALANT OR FIRE SAFE INSULATION TO MAINTAIN RATING OF WALL.

N. CONTRACTOR SHALL PROVIDE SECURITY DOOR CONTACTS FOR EXTERIOR DOORS AS

SHOWN ON PLANS.

O. PROVIDE PANIC/DISTRESS BUTTON FOR SECURITY SYSTEM TO INITIATE DOOR LOCKDOWN. COORDINATE LOCATION OF BUTTON WITH SCHOOL PERSONNEL.

KEY PAD.

PANIC/DISTRESS BUTTON.

ISSUING OFFICE:

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SECURITY PLAN

HIGH SCHOOL

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A1SECURITY PLAN - HIGH SCHOOL1/16"=1'-0"

AS INDICATED BY: 00

KEY NOTES

1. NEW CEILING MOUNTED IP CAMERA. EXTEND AND CONNECT TO

SECURITY/LAN EQUIPMENT.

2. NEW WEATHERPROOF IP CAMERA. EXTEND AND CONNECT TO

SECURITY/LAN EQUIPMENT. COORDINATE EXACT MOUNTING HEIGHT WITH

OWNER.

3. NEW ACCESS CONTROL DOOR WITH INTEGRAL DOOR ELECTRONIC LOCK,

CARD READER, DOOR CONTACT AND ELECTRIFIED HINGE. PROVIDE

CONNECTION TO DOOR FOR ACCESS CONTROL. PROVIDE CONDUIT

RACEWAY AS REQUIRED TO ACCOMMODATE NEW DOOR.

4. DOOR CONTACT. PROVIDE NEW DOOR CONTACT ON EXISTING DOOR

EXTEND AND CONNECT TO ACCESS CONTROL SYSTEM.

5. ALARM KEYPAD.

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ISSUING OFFICE:

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PROJECT NO:

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654321

654321

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STATE OF TEXAS

PA

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, I NC

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01/23/17

SECURITY PLAN

MIDDLE SCHOOL

E-102

A1SECURITY PLAN - MIDDLE SCHOOL1/16"=1'-0"

AS INDICATED BY: 00

KEY NOTES

1. NEW CEILING MOUNTED IP CAMERA. EXTEND AND CONNECT TO

SECURITY/LAN EQUIPMENT.

2. NEW WEATHERPROOF IP CAMERA. EXTEND AND CONNECT TO

SECURITY/LAN EQUIPMENT. COORDINATE EXACT MOUNTING HEIGHT WITH

OWNER.

3. NEW ACCESS CONTROL DOOR WITH INTEGRAL DOOR ELECTRONIC LOCK,

CARD READER, DOOR CONTACT AND ELECTRIFIED HINGE. PROVIDE

CONNECTION TO DOOR FOR ACCESS CONTROL. PROVIDE CONDUIT

RACEWAY AS REQUIRED TO ACCOMMODATE NEW DOOR.

4. DOOR CONTACT. PROVIDE NEW DOOR CONTACT ON EXISTING DOOR

EXTEND AND CONNECT TO ACCESS CONTROL SYSTEM.

5. NEW DOOR WIT INTEGRAL ELECTRONIC DOOR LOCK. DOOR TO BE

CONTROLLED BY ACCESS CONTROL SYSTEM AS WELL AS PUSHBUTTON AT

RECEPTION DESK.

6. NEW PUSH BUTTON TO CONTROL ELECTRONIC DOOR HARDWARE TO

ALLOW ENTRANCE TO LOBBY AND CORRIDOR.

7. PANIC/DISTRESS BUTTON SHALL BE INTERLOCKED WITH DOORS WITH

ELECTRIC DOOR LOCK. COORDINATE MOUNTING LOCATION WITH OWNER.

8. LOCATION OF EXISTING S2 ACCESS CONTROL/VIDEO SURVEILLANCE

SYSTEM AND I.T. EQUIPMENT. COORDINATE ANY EXPANSION REQUIRED TO

EXISTING EQUIPMENT TO ACCOMMODATE NEW DOOR CONTROL AND

ADDITIONAL CAMERAS.

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e-001 electrical legend and abbreviations e ...- 01/23/17bid set this document is released on...

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