l~tnn ·

PURCHASING DEPARTMENT 2621 West Airport Freeway

Texas 75062

February 8, 2018

ADDENDUM #2, RFP #18-29-729

REQUEST FOR COMPETITIVE SEALED PROPOSALS FOR:

2018 Kitchen Equipment Replacement Project at Various Campuses

This addendum forms a part of the solicitation documents, modifies the original document as listed below, and is hereby made part of any pursuant award. Acknowledge receipt of this is addendum by returning the completed and signed form with the solicitation response. Failure to submit the addenda will be used as an evaluated factor.

Construction Drawings Compiled Drawings and Specifications are now published on the district Purchasing website at:

https://www.irvingisd.net/Page/2238

Pre-proposal conference will begin at 2:00PM February 12, 2018 at the cafeteria oflrving High Schoo1located at 900 N. O'Connor, Irving, Texas 75061.

erome Pilgrim, Director of Purchasing

Company Name

Address

City

Signature

Title 1

State Zip

FLOOR PLAN DESIGNATION

STUDWIDTH

PARTITIONWIDTH

UL LISTING(WHENRATED)

STC RATING

WITH

SAB

W/O

SAB

FLOOR PLAN DESIGNATION

STUDWIDTH

PARTITIONWIDTH

UL LISTING(WHENRATED)

STC RATING

WITH

SAB

W/O

SAB

SUSPENDED CEILING AS SCHEDULED.

PARTITION AS SCHEDULED. EXTEND TO UNDERSIDE OF STRUCTURAL DECK.

CEILING HT. SHOULD NOT EXCEED MAX. UNBRACED STUD HEIGHT.

6"

3-5/8" MTL. STUD BRACING @45° (TYP.) SECURED TO STRUCTURAL DECK.BRACING @4'-0" O.C. STAGGERED EA. SIDE.

PARTITION AS SCHEDULED. EXTEND ABOVE CEILING.

PARTITION AS SCHEDULED. TO UNDERSIDE OF CEILING.

1. PARTITION STUD FRAMING AND GYP BOARD (BOTH SIDES) ON FULL HEIGHT WALLS TO EXTEND TO UNDERSIDE OF STRUCTURAL DECK.

2. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O.3. REFER UL MANUAL FOR APPROPRIATE HEAD DETAILS

ROOF / FLOOR STRUCTURE AS INDICATED

PARTITION TYPE NOTESINTERIOR PARTITION METAL STUD SPAN CHART FOR

BRACING

TYPICAL PARTITION HEAD CONDITIONS AND BRACING

CEILING JOIST SCHEDULE

INTERIOR PARTITION METAL STUD SPAN CHARTTHIS DATA IS BASED ON ASTM C-754-15 STANDARD SPECIFICATION FOR INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM PRODUCTS FOR THE

PURPOSE OF LIMITING THE HEIGHTS OF UNBRACED PARTITIONS. THE USE OF THIS DATA IS SET TO MAXIMUM HEIGHT STANDARD FOR SUCH PARTITIONS.

(CALCULATED AT 5 PSF LATERAL LOAD AND L/240 DEFLECTION AND ONE LAYER OF 5/8" GYPSUM BOARD EACH SIDE OF STUD.)FOR UNBRACED SPANS GREATER THAN 27' CONSULT ARCHITECT.

1. MAXIMUM UNBRACED SPAN IS DEFINED AS THE TOTAL DISTANCE BETWEEN THE TOP OF FINISHED FLOOR AND THE UNDERSIDE OF STRUCTURAL DECK OR APPROPRIATE LATERAL BRACE. SEE LATERAL BRACING DIAGRAM.

2. THESE SPANS ARE CALCULATED FOR ONE LAYER OF GYPSUM BOARD ON EACH SIDE OF A METAL STUD PARTITION. THESE MAXIMUM UNBRACED SPANS MUST BE REDUCED BY 2'-0" IF ONLY ONE SIDE OF 5/8" GYPSUM BOARD IS USED.

3. SUSPENDED CEILINGS OF ANY KIND ARE NOT TO BE CONSIDERED APPROPRIATE LATERAL BRACING FOR ANY PARTITION CONSTRUCTION AND SHALL REDUCE THE MEASUREMENT OF UNBRACED SPAN.

4. IN NO CASE SHALL THE MAXIMUM UNBRACED SPANS EXCEED THE REQUIREMENTS OF ASTM C-754.

NOTES:

0' M

A

X

I

M

U

M

U

N

B

R

A

C

E

D

S

P

A

N

CH STUDS24" ON CENTER SPACING

1'

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

12'

13'

14'

15'

212C

H138 -

33 (

20 G

A)

400C

H138 -

33 (

20 G

A)

600C

H138 -

33 (

20 G

A)

162S

125 -

18 (

25 G

A)

STANDARD STUDS16" ON CENTER SPACING

162S

125 -

33 (

20 G

A)

212S

125 -

18 (

25 G

A)

212S

125 -

33 (

20 G

A)

1-5/8"STUDS

STANDARD STUDS12" ON CENTER SPACING

2-1/2"STUDS

4"STUDS

6"STUDS

M

A

X

I

M

U

M

U

N

B

R

A

C

E

D

S

P

A

N

2-1/2"C-H

4"C-H

6"C-H

3-5/8"STUDS

1-5/8"STUDS

2-1/2"STUDS

4"STUDS

6"STUDS

3-5/8"STUDS

358S

125 -

18 (

25 G

A)

358S

125 -

33 (

20 G

A)

400S

125 -

18 (

25 G

A)

400S

125 -

33 (

20 G

A)

600S

125 -

18 (

25 G

A)

600S

125 -

33 (

20 G

A)

162S

125 -

18 (

25 G

A)

162S

125 -

33 (

20 G

A)

212S

125 -

18 (

25

GA

)212S

125 -

33 (

20 G

A)

358S

125 -

18 (

25 G

A)

358S

125 -

33 (

20 G

A)

400S

125 -

18 (

25 G

A)

400S

125 -

33 (

20 G

A)

600S

125 -

18 (

25 G

A)

600S

125 -

33 (

20 G

A)

16'

17'

18'

19'

20'

21'

22'

23'

24'

25'

26'

27'

0'

1'

2'

3'

4'

5'

6'

7'

8'

9'

10'

11'

12'

13'

14'

15'

16'

17'

18'

19'

20'

21'

22'

23'

24'

25'

26'

27'

1. ALL STUDS & JOISTS ARE "S" TYPE.2. WHERE CLG. JOISTS ARE SUPPORTED FROM SOFFIT HANGERS,

CLG. JOIST SPANS SHALL NOT EXCEED 8'-0". WHERE CLG. JOISTSOCCUR @ BOTH SIDES OF HANGERS, JOIST SPANS SHALL NOT EXCEED8'-0". PROVIDE ADDT'L LINES OF HANGERS AS REQ'D.

PARTITION TYPE LEGEND

A6-DA

PARTITION HEAD CONDITION

= PARTITION TO BOTTOM OF CEILINGWALL EXTENDS TO UNDERSIDE OF CEILING.

= PARTITION TO ABOVE HIGHEST CEILINGWALLS WILL TERMINATE AT A MINIMUM OF 6" ABOVE HIGHEST ADJOININGCEILING UNLESS NOTED OTHERWISE ON PLAN. TERMINATE 1 FULL COURSEABOVE AT MASONRY WALLS

= PARTITION TO UNDERSIDE OF DECKWALLS WILL TERMINATE TO BOTTOM OF STRUCTURALDECK.

INDICATES STC RATED PARTITION

PARTITION TYPE (SEE PARTITION TYPE SHEET FORASSEMBLY DETAILS)

B C D PARTITION HEAD CONDITION

B

C

D

PARTIAL HEIGHT PARTITION AS SCHEDULED. REF. ELEVATION FOR HEIGHT

E

= PARTIAL HEIGHT PARTITIONREF. ELEVATIONS FOR HEIGHT

E

0' - 0 1/2"

REF SCHED.

0' - 2" HEAD

REF SCHED.

0' - 4" HEAD

0' - 0 1/2"

RE

F. D

ET

AIL

RE

F. D

ET

AIL

1 2

A G

FLUSH DOOR

F

FLUSH LOUVERED OVERHEAD ROLLING

RE

F. S

CH

ED

.

REF. SCHED.

1' -

0"

0' -

6"

RE

F. S

CH

ED

.

0' - 8" 0' - 8"

REF. SCHED.

RE

F. S

CH

ED

.

REF. SCHED.

1

1

1

RE

F. S

CH

ED

.

REF. SCHED.

Y = 42" MIN. IF NO CLOSER

Y = 48" MIN. IF NO CLOSERX = 36" MIN. IF Y = 60"X = 42" MIN. IF Y = 54"

Y = 42" MIN. IFNO CLOSER OR NO LATCH

Y

X

X

MIN

4' -

6"

4' -

0"

MIN

4' -

0"

MA

X

0' -

8"

MA

X

0' -

8"

MA

X

0' -

8"

MA

X

0' -

8"

MA

X

0' -

8"

MA

X

0' -

8"

NOTE: WHERE THE ADJACENT FACE OF WALL IS GREATER THAN 8" FROM FACE OF DOOR, A FORWARD APPROACH IS REQUIRED. THE REQUIRED LATCH SIDE CLEARANCE MUST MAINTAIN THE 8" MAX DEPTH FROM FACE OF WALL TO FACE OF DOOR.

*

*

*

MIN

2' - 0"

MIN

2' - 0"

1' - 10"

Y

Y

MIN

4' -

0"

Y

X = 0" MIN. IFNO CLOSER OR NO LATCH

MIN

1' - 0"

1' - 6" 5' -

0"

LINE OF STRUCTURE

LINE OF CEILING

SOUND ATTENUATION BATTS WHERE INDICATED

LINE OF STRUCTURE

METAL STUD TRACK

1 LAYER OF 5/8" GYPSUM BOARD

METAL STUD TRACK

ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED

ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED

REFER TYP. HEAD CONDITION CHART, IF FIRE RATED SEE UL DETAILS

A3

A8

A4

A2

A1 1 5/8"

2 1/2"

3 5/8"

4"

8"

2 7/8"

3 3/4"

4 7/8"

5 1/4"

9 1/4"

U494

U419

U419

U419

A6 6" 7 1/4" U419

NOT RATED 44 40

44 40

44 40

44 40

44 40

44 40

METAL STUD - REFER SCHEDULE

LINE OF STRUCTURE

LINE OF CEILING

SOUND ATTENUATION BATTS WHERE INDICATED

LINE OF STRUCTURE

METAL STUD TRACK

5/8" GYPSUM BOARD

METAL STUD TRACK

ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED

ACOUSTICAL OR FIRESTOPPING SEALANT WHERE INDICATED

REFER TYP. HEAD CONDITION CHART

E3

E6

E4

E2

E1 1 5/8"

2 1/2"

3 5/8"

4"

6"

2 1/4"

3 1/8"

4 1/4"

4 5/8"

6 5/8"

NOT RATED NANAE0 7/8" 1 1/2"

NOT RATED NANA

NOT RATED NANA

NOT RATED NANA

NOT RATED NANA

NOT RATED NANA

METAL STUD - REFER SCHEDULE

A B

C D

DATE

JOB

SHEET

This Document was produced by or under the direct supervision of Registered Architect

This document is incomplete and may not be used for regulatory approval, permit or construction.Date of issue:

ISSUES

REVISIONS

for

ARCHITECT STRUCTURAL M E P FOOD SERVICE

PROJECT TEAM

SHEET LIST

KEYPLAN

2/7

/2018

5:3

4:0

9 P

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COVER

COVER SHEET

IRV

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IS

D -

2018 K

ITC

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02/08/2018

17371.0000

Designer

02/08/2018

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IRVING INDEPENDENT SCHOOL DISTRICTIRVING ISD - 2018 KITCHEN EQUIPMENT REPLACEMENT PROJECTS

100% ISSUE FOR CONSTRUCTION

CORGAN LA FUESS PARTNERS IEG ENGINEERSJMK FOODSERVICE

CONSULTING & DESIGN, LLCT: 214.748.2000www.corgan.com

2621 W. AIRPORT FREEWAYIRVING, TEXAS 75602

T: 972.600.5135CONTACT: PATRICK DILWORTH

email: pdilworth@irvingisd.net

3333 LEE PARKWAY, SUITE 300DALLAS, TEXAS 75219

T: 214.871.7010F: Enter Structural Fax

CONTACT: SUE INGRAMemail: singram@lafp.com

1301 SOLANA BLVD BLDG 1 SUITE 1420WESTLAKE, TEXAS 76262

T: 817.410.2858F: Enter MEP Fax

CONTACT: JIMMY TARVINemail: jtarvin@iegltd.com

3431 LAKEVIEW PKWY SUITE 205ROWLETT, TEXAS 75088

T: 214.277.2481F: Enter Food Service FaxCONTACT: JOHN PACEemail; jpace@jmkda.net

2

1 02/08/2017 100% ISSUE FOR CONSTRUCTION

3

4

5

6

7

8

9

10

CO

VE

R C

OV

ER

SH

EE

T

CORGANwww.corgan.com

T: 214.748.2000 F: 214.653.8281

SHEET INDEX

SHEETNO. SHEET NAME 1

00%

IS

SU

E F

OR

CO

NS

TR

UC

TIO

N01 - GENERAL

COVER COVER SHEET ■

02 - ARCHITECTURE

.ARCH STANDARDS AND SYMBOLS ■

A02-01A FLOOR PLANS - BOWIE, GILBERT, J.HALEY, MACARTHUR ■

A02-01B FLOOR PLANS - BRANDENBERG, NIMITZ, TRAVIS ■

A02-01C DEMOLITION FLOOR PLAN - IRVING HS ■

A02-01D FLOOR PLAN - IRVING HS ■

A02-01E REFLECTED CEILING PLAN - IVRING HS ■

03 - STRUCTURAL

S02-01 GENERAL NOTES ■

S02-02 FOUNDATION PLANS ■

04 - MECHANICAL, ELECTRICAL, & PLUMBING

MEP02-01A FLOOR PLANS - BOWIE, GILBERT, J.HALEY, MACARTHUR ■

MEP02-01B FLOOR PLANS - BRANDENBERG, NIMITZ, TRAVIS ■

MEP02-01C DEMOLITION FLOOR PLAN - IRVING HS ■

MEP02-01D MECHANICAL & PLUMBING PLAN - IRVING HS ■

MEP02-01E ELECTRICAL PLAN - IRVING HS ■

05 - BOWIE MIDDLE SCHOOL

QF101 FOODSERVICE EQP. LAYOUT, ELEC., PLUMBING PLAN AND FLOOR REQUIREMENTS ■

QF201 FOODSERVICE EQUIPMENT DETAILS ■

06 - BRANDENBERG ELEMENTARY SCHOOL

QF101 B FOODSERVICE EQUIPMENT LAYOUT, ELEC., PLUMBING & VENTING PLAN ■

07 - GILBERT ELEMENTARY SCHOOL

QF101 G FOODSERVICE EQUIPMENT LAYOUT, ELEC., PLUMBING & VENTING PLAN ■

08 - IRVING HIGH SCHOOL

QF101 I FOODSERVICE EQUIPMENT LAYOUT PLANS ■

QF201 I FOODSERVICE MEP PLAN REQUIREMENTS ■

QF301 I FOODSERVICE ELEVATION, SECTION AND DETAILS ■

09 - JOHN HALEY ELEMENTARY SCHOOL

QF101 J FOODSERVICE EQUIPMENT LAYOUT, ELEC., PLUMBING & VENTING PLAN ■

10 - MACARTHUR HIGH SCHOOL

QF101 M FOODSERVICE EQUIPMENT LAYOUT PLAN ■

11 - NIMITZ HIGH SCHOOL

QF101 N FOODSERVICE EQP. LAYOUT, ELEC., PLUMBING PLAN AND FLOOR REQUIREMENTS ■

QF201 N FOODSERVICE EQUIPMENT DETAILS ■

1 ALL PARTITION TYPES ARE A3 UNLESS NOTED OTHERWISE.

2 PARTITION TYPES APPLY TO INTERIOR PARTITIONS ONLY.

3 REFERENCE REFLECTED CEILING PLANS TO DETERMINE FIRE RATING REQUIREMENTS. FIRE RATINGNOTATIONS SUPERCEDES HEAD CONDITION INDICATION.

4 SLIP TRACK HEAD CONDITIONS ARE REQUIRED AT ALL PARTITIONS TO DECK OR STRUCTURE.

5 GENERAL CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE COMPLETE ASSEMBLY OF ALL FIRERATED PARTITIONS IN FULL ACCORDANCE WITH UL LISTING.

6 ALL STUDS TO BE 25 GAUGE, UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATIONS FOR FRAMEDOPENING CONDITIONS.

7 ALL SHAFTWALL STUDS TO BE 20 GAUGE, UNLESS NOTED OTHERWISE.

8 REFERENCE CHART BELOW FOR MINIMUM REQUIRED PARTITION BRACING REQUIREMENTS.

9 STC RATINGS REFLECT LAB TEST INFORMATION.

10 STC RATINGS INDICATED FOR EACH PARTITION TYPE ARE ACHIEVED WITH THE INSTALLATION OF SOUNDATTENUATION BATTS AND AN ACOUSTICAL SEALANT AT TOP AND BOTTOM OF PARTITION.

11 REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ANY ADDITIONAL REQUIREMENTS FORCONCRETE MASONRY UNIT PARTITIONS.

SPAN CEILING JOIST

5'-0" MAX. 1 5/8" X 20 GA. @ 16" CC

8'-0" MAX. 2 1/2" X 20 GA. @ 16" CC

11'-0" MAX. 3 5/8" X 20 GA. @ 16" CC

12'-0" MAX. 4" X 20 GA. @ 16" CC

16'-0" MAX. 6" X 20 GA. @ 16" CC

3" = 1'-0"-H. M. FRAME PROFILES

1/4" = 1'-0"STANDARD PANEL TYPES

1/4" = 1'-0"FRAME TYPES

1/4" = 1'-0"--REQUIRED DOOR CLEARANCES FOR WALLS GREATER THAN 8" THICK

SCALE:

3" = 1'-0"A TYPE PARTITION

SCALE:

3" = 1'-0"E TYPE PARTITION

SHEET SYMBOLS

GRID LINEIDENTIFICATION TAG

PARTITION TYPEIDENTIFICATION TAG

ROOM NAMEIDENTIFICATION TAG

FINISH TYPEIDENTIFICATION TAG

DOORIDENTIFICATION TAG

WINDOW TYPEIDENTIFICATION TAG

CENTER LINE

BREAK LINE

ELEVATIONIDENTIFICATION TAG

NEW PARTITION

EXISTING PARTITION

DEMOLISHED PARTITION

CL

DETAILREFERENCE TAG

INTERIOR ELEVATIONIDENTIFICATION TAG

EXTERIOR ELEVATIONIDENTIFICATION TAG

REVISION CLOUD ANDIDENTIFICATION TAG

BUILDING SECTIONIDENTIFICATION TAG

WALL SECTIONIDENTIFICATION TAG

101

1t

1' - 0"CEILING TAG

0

Base Finish

Floor Finish

Ceiling Finish

Wall - N

Wall - EWall -

W

Wall - S

LOUVER TAG

1/ A101

1/ A101

1

ROOM LIFE SAFETY EXITING CODE TAGOCC.

LOAD

No.

LOAD FACTOR

AREA

OCC. TYPE

REQ'D EXITS

Room name

101 150 SF

B

1515

250

PARTIAL HEIGHT PARTITION

LEVEL

100'-0"

A101

1SIM

SHEET SYMBOLS

PLN 90 00' 00" E

DistancePROPERTY LINE

01

A101

01

A101

BATHROOM ACCESSORIES TAG

01

MATCHLINE

A3-DA

FIRE EXTINGUISHER CABINET

L-1

Room name

101

001 DEMOLITION KEYNOTE

TEMPORARY PARTITION

[ENTER PROJECT SPECIFIC INFORMATION HERE]

EXTERIOR ROUTE CONSTRUCTION

1. AN ACCESSIBLE ROUTE, IN THE DIRECTION OF TRAVEL, SHALL NOT HAVE A SLOPE EXCEEDING 1:20 (5/8" PER FOOT) EXCEPT AT A RAMP.

CURB RAMPS

INTERIOR ROUTE CONSTRUCTION

DOORS

TOILET ROOMS

SIGNAGE

01

02

03

04

05

06

2. AN ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT).

3. ALL NEW PAVING AND WALKS FOR AN ACCESSIBLE ROUTE, SHALL NOT HAVE AN ABRUPT CHANGE IN SURFACE LEVEL (VERTICALLY) GREATER THAN 1/4" WHEN ABUTTING EITHER EXISTING OR OTHER NEW SURFACES DESIGNATED FOR AN ACCESSIBLE ROUTE.

4. AN ACCESSIBLE ROUTE CROSSING OR PARALLELING A HAZARDOUS AREA, SHALL BE CLEARLY MARKED IN A CONTRASTING COLOR, WITH THE ROUTE LOCATION, MARKING MATERIALS AND COLOR SHOWN ON THE DRAWING.

5. ANY OPENINGS THAT ARE CONSTRUCTED IN THE SURFACE OF AN ACCESSIBLE ROUTE SHALL HAVE THE OPENINGS RUNNINGPERPENDICULAR TO THE DIRECTION OF TRAVEL WITH THE OPENINGS DIMENSION NOT TO EXCEED 1/2" IN THE DIRECTION OF TRAVEL.

1. THE TOP AND BOTTOM OF THE RAMP, AT THE TRANSITION TO EITHER EXISTING OR NEW SURFACES, SHALL BE FLUSH AND FREE OF ANY ABRUPT VERTICAL CHANGES.

2. THE SURFACE FINISH OF THE RAMP, EITHER RAISED OR RECESSED AS PERMITTED BY ACCESSIBILITY CODES AND GUIDELINES, SHALL BE INSTALLED TO PERMIT WATER DRAINAGE.

3. THE RAMP CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT).

1. AN ACCESSIBLE ROUTE, IN THE DIRECTION OF TRAVEL, SHALL NOT HAVE A SLOPE EXCEEDING 1:20 (5/8" PER FOOT), EXCEPT AT A RAMP.

2. AN ACCESSIBLE ROUTE CROSS SLOPE SHALL NOT EXCEED 1:48 (1/4" PER FOOT).

3. ALL NEW FLOOR CONSTRUCTION AND FLOORING MATERIALS SHALL NOT HAVE AN ABRUPT VERTICAL CHANGE IN FINISH SURFACE LEVEL GREATER THAN 1/4" WHEN ABUTTING EITHER EXISTING OR NEW SURFACES DESIGNATED FOR AN ACCESSIBLE ROUTE.

1. ANY THRESHOLD SHALL NOT EXCEED 1/2" IN HEIGHT, NOR 1:2 SLOPE.

2. ALL ACCESSIBLE HARDWARE OPERABLE BY THE DISABLED, SHALL NOT EXCEED A HEIGHT OF 4'-0" AFF AND SHALL BE EASILY OPERATED WITH ONE HAND WITHOUT GRASPING, PINCHING OR TWISTING OF THE WRIST.

3. ALL ACCESSIBLE DOORS WITH CLOSERS SHALL HAVE THE CLOSER ADJUSTED SO THAT THE CLOSING TIME, FROM A 70 DEGREE OPEN ANGLE TO WITHIN 3" OF THE JAMB, IS NOT LESS THAN 3 SECONDS.

4. THE OPENING FORCE OF THE ALL ACCESSIBLE DOORS, EXCEPT FIRE EXIT DOORS, SHALL NOT EXCEED 5 POUNDS IN THE DIRECTION OF TRAVEL FOR EXITING.

5. THE OPERABLE HARDWARE ON A DOOR LEADING TO HAZARDOUS AREAS (E.G. BOILER ROOMS, MECHANICAL AND ELECTRICAL ROOMS, OTHER EQUIPMENT ROOMS, AND LOADING DOCK), SHALL HAVE A TEXTURED SURFACE ON THE TOUCHABLE AREA.

1. THE FLUSH CONTROL FOR ALL ACCESSIBLE TOILET/URINALS SHALL NOT EXCEED 3'-8" AFF, AND SHALL BE ON THE WIDE (APPROACH) SIDE OF THE TOILET.

2. ACCESSIBLE LAVATORIES SHALL HAVE ALL EXPOSED HOT WATER PIPING AND DRAIN PIPES EITHER INSULATED OR CONFIGURED TO PROTECT AGAINST SKIN CONTACT. THE UNDERSIDE OF THE LAVATORY SHALL NOT HAVE ANY SHARP OR ABRASIVE SURFACES.

3. ANY GRAB BAR INSTALLATION SHALL BE ABLE TO SUPPORT 250 POUNDS APPLIED IN ANY DIRECTION.

1. ALL ACCESSIBLE PERMANENT ROOMS AND SPACES, EXIT WAYS AND EXIT STAIRWAYS, SHALL HAVE SIGNAGE THAT MEETS ACCESSIBLE SIGNAGE REQUIREMENTS FOR LETTER SIZE, LETTER AND NUMBER TYPESTYLE, RAISED LETTERS, GRADE 2 BRAILLE, COLOR/CONTRAST, AND LOCATION.

2. ALL ACCESSIBLE TOILET ROOMS SHALL BE DESIGNATED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND ACCESSIBLE TEXT SIGNAGE FOR A PERMANENT ROOM, PLACED DIRECTLY BELOW THE PICTOGRAM SYMBOL. THE SIGNAGE SHALL MEET THE ACCESSIBLE SIGNAGE REQUIREMENTS FOR LETTER SIZE, LETTER AND NUMBER TYPESTYLE, RAISED LETTERS, GRADE 2 BRAILLE, COLOR/CONTRAST, AND LOCATION.

3. ALL ACCESSIBLE PARKING SPACES AND PUBLIC ENTRANCES SHALL BE DESIGNATED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE IN ADDITION TO ANY OTHER SIGNAGE REQUIRED FOR ACCESSIBILITY. THIS SIGNAGE SHALL MEET ACCESSIBILITY REQUIREMENTS FOR COLOR/CONTRAST AND LOCATION.

ADULT SECTION

WATER CLOSET

TOP OF SEAT 17"-19" 604.4

FLUSH CONTROLS 15" MIN-48" MAX 604.6/309.3/308

URINAL

RIM OF BASIN 17" MAX. 605.2

FLUSH CONTROLS 604.6/309.3/308

LAVATORY/SINKS

RIM OR COUNTER SURFACE 34" MAX. 606.3

KNEE CLEARANCE 27" MIN. 306.3

TOE CLEARANCE 9" MIN. 306.2

DRINKING FOUNTAIN

SPOUT HEIGHT 36" MAX. 602.4

KNEE CLEARANCE 27" MIN. 306.3

TOE CLEARANCE 9" MIN 306.2

DRINKING FOUNTAIN (BENDING DISABLED)

SPOUT HEIGHT 38"-43" 602.7

GRAB BARS

TOP OF BAR 33" MIN-36" MAX 609.4

MIRROR

BOTTOM OF REFLECTIVE SURFACE (above counters & lavs.) 40" MAX. 603.3

TOP OF REFLECTIVE SURFACE 74" MIN. 603.3

SHOWER STALL

TOP OF SEAT 17" MIN-19" MAX 610.2

SHOWER SPRAY UNIT HEIGHT (FIXED) 48" MAX 608.6

CONTROLS AND OPERATING MECHANISMS

TOWEL DISPENSER 48" MAX. 308

SOAP DISPENSER 48" MAX. 308

HAND DRYER 48" MAX. 308

TOILET TISSUE DISPENSER 15"-48" MAX. 604.7

SANITARY NAPKIN DISPENSER/RECEPTACLE 48" MAX. 308

TOILET SEAT COVER DISPENSER 48" MAX. 308

ELECTRICAL DEVICES

ELECTRICAL, PHONE AND DATA OUTLETS (TO CENTER) 17" MIN-46" MAX 308.2.1

ABOVE COUNTER OUTLETS (TO CENTER) 44" MAX. 308.2.2

LIGHT SWITCHES (HIGHEST OPERABLE PART) 48" MAX. 308

FIRE ALARM PULL (HIGHEST OPERABLE PART) 48" MAX. 308

THERMOSTATS (HIGHEST OPERABLE PART) 48" MAX. 308

FIRE EXTINGUISHER CAB. (T.O.HANDLE/OPER. DEVICE) 48" MAX. 308.3.1

RAMPS AND STAIRS

TOP OF HANDRAILS 34"-38" 505.4

ELEVATORS

HALL CALL BUTTON 48" MAX 407.2.1.1/308

HALL LANTERNS 72" MIN 407.2.2.2

DRESSING AND FITTING ROOMS

TOP OF BENCH 17" MIN-19" MAX 903.5

FOOD SERVICE LINES

TOP OF TRAY SLIDE 28" MIN-34" MAX 904.5.2

APRON CLEARANCE 27" MIN. 306

SHOWER SPRAY UNIT HEIGHT (HAND HELD) 48" MAX 608.6

PUBLIC TELEPHONE (TO HIGHEST OPERABLE PART) 48" MAX. 308

15" MIN-48" MAX

STANDARD ABBREVIATIONS ACCESSIBILITY NOTES ACCESSIBLE MOUNTING HEIGHTS

DATE

JOB

SHEET

ISSUES

KEYPLAN

2/7

/2018

5:3

3:5

9 P

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.ARCH

STANDARDS ANDSYMBOLS

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D C

B A

REF. REFERENCE

REFG. REFRIGERATOR

REINF. REINFORCED

REQD. REQUIRED

RESIL. RESILIENT

REV. REVISION

RFL. REFLECTED

RM. ROOM

S. SOUTH

S.C. SOLID CORE

S.H. SPRINKLER HEAD

S.S. STAINLESS STEEL

SAN. SANITARY

SCHED. OR SCHD. SCHEDULE

SEC. SECURITY

SECT. SECTION

SEW. SEWER

SGL. SINGLE

SHT. SHEET

SHWR. SHOWER

SIM. SIMILAR

SPEC. OR SPECS. SPECIFICATION(S)

SPKR. SPEAKER

SQ. SQUARE

SQ. FT. OR S.F. SQUARE FOOT (FEET)

SQ. YD. OR S.Y. SQUARE YARD(S)

STA. STATION

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE OR STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETRICAL

T&G TONGUE & GROOVE

T. TREAD

T. OR TEMP. TEMPERED

T.O.C. TOP OF CONCRETE

T.O.CMU TOP OF CMU

T.O.D. TOP OF DECK

T.O.O. TOP OF

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.O.S.S. TOP OF STRUCTURAL SLAB

T.V. TELEVISION

TEL. TELEPHONE

THK. THICK

TLT. TOILET

TYP. TYPICAL

U.N.O UNLESS NOTED OTHERWISE

UNF. UNFINISHED

UR. URINAL

V.I.F. VERIFY IN FIELD

VB. VAPOR BARRIER

VERT. VERTICAL

VEST. VESTIBULE

W. WEST OR WIDTH

W.B. WEATHER BARRIER

W.C. WATER CLOSET

W.P. WATERPROOF

W/ WITH

W/O WITHOUT

WD. WOOD

WDW. WINDOW

WR/GB WATER RESISTANT GYP. BOARD

WSCT. WAINSCOT

WT. WEIGHT

INFO. INFORMATION

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

JAN CLO. JANITOR CLOSET

JAN. JANITOR

JST. JOIST

JT. JOINT

L LEG

LAB. LABORATORY

LAM. LAMINATE

LAV. LAVATORY

LKR. LOCKER

LT. LIGHT

M. METER

M.H. MANHOLE

M.O. MASONRY OPENING

MAS. MASONRY

MATL. MATERIAL

MAX MAXIMUM

MBL. MARBLE

MECH. MECHANICAL

MEMB. MEMBRANE

MEP. MECHANICAL, ELECTRICAL, PLUMBING

MFG. MANUFACTURER

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MTD. MOUNTED

MTL. METAL

MUL. MULLION

N NORTH

N.I.C. NOT IN CONTRACT

N.T.S. NO TO SCALE

NO. NUMBER

NOM. NOMINAL

O.C. ON CENTER

O.D. OUTSIDE DIAMETER/DIMENSION

OFF. OFFICE

OPNG. OPENING

OPP. OPPOSITE

OPP.HD. OPPOSITE HAND

OVHD. OVERHEAD

OZ. OUNCE

P.C. PRECAST CONCRETE

P.LAM. PLASTIC LAMINATE

PAV. PAVING

PC. PIECE

PL. PLATE

PLAS. PLASTIC

PLBG. PLUMBING

PLYWD. PLYWOOD

PMMP PREMANUFACTURED METAL PANEL

PNT. PAINT

POL. POLISHED

PR. PAIR

PRCST. PRECAST

PREMANUF. PREMANUFACTURED

PT. POINT

PTD. PAINTED

PTN. PARTITION

R. RADIUS

R.D. ROOF DRAIN

R.O. ROUGH OPENING

RCP REFLECTED CEILING PLAN

REBAR REINFORCING BAR

DWR. DRAWER

E. EAST

E.J. EXPANSION JOINT

E.S. EXPOSED STRUCTURE

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EA. EACH

EL. OR ELEV. ELEVATION

ELEC. OR ELECT. ELECTRICAL

EMERG. OR EMER. EMERGENCY

ENCL ENCLOSURE

EQ EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXP. OR EXPAN. EXPANSION

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H.C. FIRE HOSE CABINET

F.H.R. FIRE HOSE REEL

F.HT. FULL HEIGHT

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.S. FACE OF STUD

F.S. FULL SIZE

F.V.C. FIRE VALVE CABINET

FDN. FOUNDATION

FIN. FINISH

FL. OR FLR. FLOOR

FLASH FLASHING

FLUOR. FLUORESCENT

FPRF. FIREPROOF(ING)

FR. FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FSTNR. FASTENER

FT. FOOT OR FEET

FTG. FOOTING

FURR. FURRING

FUT. FUTURE

G.B. GRAB BAR

G.C. GENERAL CONTRACTOR

GA. GAUGE

GALV. GALVANIZED

GFRG GLASS FIBER REINFORCED GYPSUM

GL. GLASS

GND. GROUND

GR. GRADE

GRN GRANITE

GSW GYPSUM SHAFT WALL

GYP. BD. GYPSUM BOARD

H.B HOSE BIB

H.C. HOLLOW CORE

H.K. HOUSEKEEPING

H.M. HOLLOW METAL

HCP. HANDICAPPED

HD. HAND

HDW. OR HDWR. HARDWARE

HDWD. HARDWOOD

HNDRL. HANDRAIL

HORZ. HORIZONTAL

HR. HOUR

HT. HEIGHT

HVAC HEATING, VENTILATION, AIR CONDITIONING

I.D. INSIDE DIAMETER/DIMENSION

IN. INCH

INCL. INCLUDE(D)(ING)

A.D. AREA DRAIN

A.F.F. OR AFF ABOVE FINISH FLOOR

A.P. ACCESS PANEL

A/C. AIR CONDITIONING

ABV. ABOVE

ACOUS. ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ADD'L. ADDITIONAL

ADJ. ADJUSTABLE OR ADJACENT

AL. ALUMINUM

ANCH. ANCHOR

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

ASPH. ASPHALT

ASS'Y. ASSEMBLY

ATC ACOUSTICAL CEILING TILE

AUTO. AUTOMATIC

AWC ACOUSTICAL WALL PANELS

B.L. BUILDING LINE

B.O. BOTTOM OF

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRK. BREAK

BRKT. BRACKET

BSMT. BASEMENT

BTWN. BETWEEN

C.B. CATCH BASIN

C.G. CORNER GUARD

C.I. CAST IRON

C.I.P CAST IN PLACE

C.J. CONTROL JOINT

C.O. CLEAR OPENING

C.T. CERAMIC TILE

CAB. CABINET

CAT. CATEGORY

CER. CERAMIC

CFMF COLD FORMED METAL FRAMING

CLG. CEILING

CLO. CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

CORR. CORRIDOR

CPT CARPET

CPTT CARPET TILE

CTR. CENTER

CTRL. CONTROL

D.F. DRINKING FOUNTAIN

D.O. DOOR OPENING

D.P. DAMP PROOFING

D.S. DOWNSPOUT

DBL. DOUBLE

DEMO. DEMOLITION

DEPT. DEPARTMENT

DET. OR DTL. DETAIL

DIA. OR DIAM. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DN. DOWN

DR DOOR

DRN DRAIN

DWG. DRAWING

DWGS. DRAWINGS

PROJECT DATA

PROJECT NAME:

PROJECT ADDRESS:

APPLICABLE CODES NOTE:INCLUDED IN SPECIFICATION SECTION 014100 REGULATORY REQUIREMENTS

LIFE SAFETY INFORMATION REFERENCE

USE OR OCCUPANCY CLASSIFICATION

OCCUPANCY:

TYPE OF CONSTRUCTION

CONSTRUCTION TYPE:

FIRE PROTECTION REQUIREMENTS

BEARING WALLS: INT./EXT.

NONBEARING WALLS: INT./EXT.

ROOF / CEILING:

FLOOR/ CEILING:

STRUCTURAL FRAME / COLUMNS:

RATED SEPARATIONS:

DESIGN LIMITATIONS MAX. ALLOWED MAX. PROVIDED

HEIGHT:

AREA:

MEANS OF EGRESS

TRAVEL DISTANCE TO EXIT:

TOTAL OCCUPANT LOAD:

EGRESS WIDTH PER OCCUPANT

0.2" STAIRS:

0.15" DOORS:

PLUMBING FIXTURE REQUIREMENTSFEMALE

FIXTURE # REQUIRED

OWNER:

BUILDING CODE:

ACCESSIBILITY CODE:

ELECTRICAL CODE:

ENERGY CODE:

FIRE CODE:

MECHANICAL CODE:

PLUMBING CODE:

REGIONAL OR MUNICIPAL CODE:

# PROVIDED

MALE

# REQUIRED # PROVIDED

SINGLE USER

# REQUIRED # PROVIDED

SERVICE

# REQUIRED # PROVIDED

MAX. ALLOWED MAX. PROVIDED

MIN. ALLOWED PROVIDED

WATER CLOSETS

URINALS

LAVATORIES

SHOWERS

SERVICE SINKS

DRINKING FOUNTAINS

2015

2012

2014

2015

2015

2015

CITY OF IRVING, TEXAS

2015

E

-

AT MULTIPLE LOCATIONS

IRVING INDEPENDENT SCHOOL DISTRICT

IRVING ISD - 2018 KITCHEN EQUIPMENT REPLACEMENT PROJECTS

-

-

-

-

-

-

-

0' - 0" 0' - 0"

0 SF 0 SF

0' - 0" 0' - 0"

0 0

0' - 0"0' - 0"

0' - 0" 0' - 0"

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

- -

- -

PROJECT DATA AND CODE INFORMATION

707 W PIONEER DR. IRVING, TX 75601

2800 HILLCREST DR. IRVING, TX 75062

1501 E PIONEER DR. IRVING, TX 75601

1026 N O'CONNOR RD. IRVING, TX 75601

1100 SCHULZE DR. IRVING, TX 75060

3700 N MACARTHUR BLVD. IRVING, TX 75062

100 W OAKDALE RD. IRVING, TX 75060

1600 FINLEY RD. IRVING, TX 75062

BOWIE MIDDLE SCHOOL

BRANDENBERG ELEMENTARY SCHOOL

GILBERT ELEMENTARY SCHOOL

IRVING HIGH SCHOOL

JOHN HALEY ELEMENTARY SCHOOL

MACARTHUR HIGH SCHOOL

NIMITZ HIGH SCHOOL

TRAVIS MIDDLE SCHOOL

REVISIONS

DEMO EXISTING COOLER, FREEZER, AND ASSOCIATED CONDENSER UNITS; REF DEMO NOTE BELOW, PREP FOR NEW UNITS

EXISTING UNIT TO REMAIN

DEMO EXISTING SLAB AND CEILING TO EXTENTS OF NEW COOLER/FREEZER UNIT; VERIFY SIZE WITH FOOD SERVICE DRAWINGS

V.I

.F.

3' -

6 1

/2"

V.I.F.

9' - 6"

DEMO NOTE FOR EXISTING COOLER AND FREEZER: REMOVE ALL EXISTING COMPONENTS WITHIN THE EXISTING FLOOR RECESS FOR THE EXISTING WALK-IN COOLER AND FREEZER COMPARTMENTS INCLUDING ANY WOODEN THERMAL BREAKS. BACKFILL RECESS TO 4-1/2" BELOW FINISHED FLOOR AND THEN ADD ONE 1/2" LAYER OF SELF-LEVELING GROUT AND INSTALL THE NEW WALK-IN FLOOR PANELS AS DETAILED ON THE FOODSERVICE DRAWINGS (SHEET QF101)

PATCH CEILING (GRID AND TILE) AND FLOORING AS NEEDED TO NEW UNIT

INSTALL NEW COOLER, FREEZER, CONDENSING UNITS, AND STORAGE SHELVING; REF FOOD SERVICE

NEW STACKED WASHER & DRYER UNIT

INSTALL NEW 3 TIER LOCKERS; REF SPECS

DEMO EXISTING LOCKERS FOR NEW STACKED WASHER & DRYER UNIT

PATCH FLOOR AND EXTERIOR CONCRETE AS NEEDED FOR NEW PLUMBING LINES; REF MEP PLANS

NEW DISH MACHINE TO REPLACE EXISTING

DATE

JOB

SHEET

ISSUES

KEYPLAN

2/7

/2018

5:3

4:0

3 P

M

A02-01A

FLOOR PLANS -BOWIE, GILBERT,J.HALEY,MACARTHUR

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1A

FLO

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1/8" = 1'-0"01BOWIE MS - DEMOLITION FLOOR PLAN

1/8" = 1'-0"02BOWIE MS - FLOOR PLAN

1/8" = 1'-0"05GILBERT ES - FLOOR PLAN

1/8" = 1'-0"04JOHN HALEY ES - FLOOR PLAN

1/8" = 1'-0"03MACARTHUR HS - FLOOR PLAN

1. ALL WALLS ARE TYPE A3 UNLESS NOTED OTHERWISE.2. ALL INTERIOR FLOOR LEVELS ARE AT EL.100'-0"

UNLESS NOTED OTHERWISE.3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD

WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. THROUGHOUT BUILDING, TYP.

4. ALL TACKBOARDS TO BE MOUNTED 34" A.F.F. U.N.O.5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE

MOUNTED AT 45" MAX. TO EXTINGUISHER HANDLE U.N.O.

GENERAL PLAN NOTES

GENERAL DEMOLITION

NOTES

1 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL ITEMS TO REMAIN THROUGH THE ENTIRECOURSE OF DEMOLITION AND CONSTRUCTION(INCLUDING, BUT NOT LIMITED TO, PARTITIONS,FINISHES, DOORS, FRAMES, HARDWARE ANDELECTRICAL CIRCUITRY). CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGE WHICH MIGHT OCCUR.

2 FOR ALL EXISTING CONSTRUCTION, GC SHALL MAKE ALLNECESSARY REMOVALS AND PATCH, LAMINATE, ORRE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TOREMAIN, IN ORDER TO PROVIDE SMOOTH MONOLITHICSURFACE FOR NEW FINISHES. CONTRACTOR SHALLPROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALLNEW POWER/COMMUNICATION RECEPTACLES.

3 GENERAL CONTRACTOR TO COORDINATE ALL PHASESOF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTINGCONDITIONS, WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TOTHE START OF DEMOLITION.

4 DO NOT REMOVE ANY WINDOW TREATMENTS ORBLINDS, U.O.N. GC TO PROVIDE PROTECTION ASREQUIRED.

5 DO NOT REMOVE ANY EXISTING A/C UNITS ORASSOCIATED DUCTWORK, U.O.N.

6 PROTECT AND SEAL ALL WINDOW VENTILATORS DURINGDEMOLITION AND CONSTRUCTION.

7 DO NOT REMOVE ANY BUILDING CLASS "E' FIREPROTECTION SIGNALS OR EQUIPMENT, U.O.N. PROTECTAS REQUIRED FOR DURATION OF JOB.

8 GC TO PATCH ALL SCAR JOINTS AS REQUIRED ONEXISTING CONSTRUCTION TO REMAIN.

REVISIONS

Mag

naW

ave

TM

Mag

naW

ave

TM

36"

19"

20"

C

OFFICESTORAGE

MECH EQUIP

WASHING

CAN WASH

SERVING

C120A

C120B

KITCHEN

DRY STORAGE

STORAGE

RECEIVING

FREEZERS

MECH.

EQUIP.

TOILET

MagnaWave TM

MagnaWave TM

OFFICESTORAGE

MECH EQUIP

WASHING

CAN WASH

SERVING

C120A

C120B

KITCHEN

DRY STORAGE

STORAGE

RECEIVING

FREEZERS

MECH.

EQUIP.

TOILET

MagnaWave TM

MagnaWave TM

J J

J

1P1

HEATEDRELIEFVENT

perfectly smoothsurface forwalk-in coolerfloor panels

perfectly smoothsurface forwalk-in coolerfloor panels

OFFICE

KITCHEN

WARE

WASH

WALK-IN

COOLER

SERVING

CAN

WASH

MECHANICAL

SERVING

DRY

STORAGE TOILET

RECEIVING

STORAGE

ITALIAN

SERVING

WALK-IN

FREEZER

C

C

1E1

1E3

1E2

1E4

1E4

matching trim,as specified

matching trim,as specified

ramp up

ramp up

1alum.treadplatewainscot heated viewport

controls panel

plastic door

heated viewportalum. treadplatewainscot

controls panel

perfectly smoothsurface for walk-incooler floor panels

perfectly smoothsurface for walk-incooler floor panels

MagnaWave TM

MagnaWave TM

MagnaWave TM

MagnaWave TM

DRYSTORAGEB139

DISHWASHINGB138

SERVINGB136

KITCHENB137

MECHB142

LOCKERSB141

TOILETB141A

JANB140

EXISTING DOOR; REVISE HARDWARE

102 SF

MANAGERS OFFICE

100A

95 SF

STORAGE

100

NEW PAINTED HOLLOW METAL WINDOW; REF 04/A02-01B

NEW DOOR; REUSE STORAGE HARDWARE SET

10

0A

S1

00

STORAGE

117A

11

7A

01

REFER MEP FOR REVISED LIGHTING AND HVAC DUCTING. CUT & PATCH EXISTING CEILING TILE AND GRID FOR NEW WALL.

10' - 0"

DEMO EXISTING DOOR. EXISTING FRAME TO REMAIN IN PLACE, PREP FOR NEW DOOR WITH

OPPOSITE SWING & HARDWARE

REMOVE EXISTING SHELVING. DEMO WALL & PORTION OF CEILING FOR EXPANSION OF COOLER/FREEZER UNIT

DEMO NOTE FOR EXISTING COOLER AND FREEZER: REMOVE ALL EXISTING COMPONENTS WITHIN THE EXISTING FLOOR RECESS FOR THE EXISTING WALK-IN COOLER AND FREEZER COMPARTMENTS INCLUDING ANY WOODEN THERMAL BREAKS. BACKFILL RECESS AND THEN ADD ONE 1/2" LAYER OF SELF-LEVELING GROUT AND INSTALL THE NEW WALK-IN FLOOR PANELS AS DETAILED ON THE FOODSERVICE DRAWINGS (SHEET QF101)

NEW DOOR IN EXISTING FRAME

VERIFY HEIGHT OF NEW UNIT & PROVIDE NEW GYP FURR DOWN UP TO TOP OF NEW UNIT IF NEEDED. CUT BACK AND PATCH EXISTING CEILING TO FURR DOWN OR WALL OF NEW UNIT

PROVIDE GYP FURR OUT AROUND EXISTING COLUMN

11

7E

STACKED WASHER & DRYER UNIT

4' -

0"

4' - 0"

0' - 6"

3' - 0"

3' -

0"

4' -

0"

01

MATCH DOOR FRAME PAINT

DATE

JOB

SHEET

ISSUES

KEYPLAN

2/7

/2018

5:3

4:0

6 P

M

A02-01B

FLOOR PLANS -BRANDENBERG,NIMITZ, TRAVIS

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A02-0

1B

FLO

OR

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AN

S -

BR

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G, N

IMIT

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RA

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CORGANwww.corgan.com

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3

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D C

B A

1/8" = 1'-0"03TRAVIS MS - FLOOR PLAN

1/8" = 1'-0"01NIMITZ HS - DEMOLITION FLOOR PLAN

1/8" = 1'-0"02NIMITZ HS - FLOOR PLAN

DOOR SCHEDULE -TRAVIS

DO

OR

NU

MB

ER ROOM DOOR FRAME FRAME

HA

RD

WA

RE

SE

T

FROM ROOM TO ROOM WID

TH

HE

IGH

T

PA

NE

L T

YP

E

MA

TE

RIA

L

FIN

ISH

TH

ICK

NE

SS

FR

AM

E T

YP

E

MA

TE

RIA

L

FIN

ISH

DETAILS

HE

AD

JA

MB

LEVEL 1

100A MANAGERS OFFICE 3' - 0" 7' - 0" B SCWD MATCHEXISTING

0' - 1 3/4"1

HM MATCHEXISTING

1

117A STORAGE 3' - 0" 7' - 0" A SCWD MATCHEXISTING

0' - 1 3/4"1

HM PTD 1 1 1

S100 STORAGE 3' - 0" 7' - 0" A SCWD MATCHEXISTING

0' - 1 3/4"1

HM MATCHEXISTING

1 1 2

1/8" = 1'-0"04BRANDENBERG ES - FLOOR PLAN

1. ALL WALLS ARE TYPE A3 UNLESS NOTED OTHERWISE.2. ALL INTERIOR FLOOR LEVELS ARE AT EL.100'-0"

UNLESS NOTED OTHERWISE.3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD

WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. THROUGHOUT BUILDING, TYP.

4. ALL TACKBOARDS TO BE MOUNTED 34" A.F.F. U.N.O.5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE

MOUNTED AT 45" MAX. TO EXTINGUISHER HANDLE U.N.O.

GENERAL PLAN NOTES

1/4" = 1'-0"4

HOLLOW METAL FRAME &GLAZING ELEVATION

DOOR SCHEDULE - BRANDENBERG

DO

OR

NU

MB

ER ROOM DOOR FRAME FRAME

HA

RD

WA

RE

SE

T

FROM ROOM TO ROOM WID

TH

HE

IGH

T

PA

NE

L T

YP

E

MA

TE

RIA

L

FIN

ISH

TH

ICK

NE

SS

FR

AM

E T

YP

E

MA

TE

RIA

L

FIN

ISH

DETAILS

HE

AD

JA

MB

LEVEL 1

B137B 3' - 0" 7' - 0" A SCWD MATCHEXISTING

0' - 1 3/4"1

HM PTD 1

GENERAL DEMOLITION

NOTES

1 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL ITEMS TO REMAIN THROUGH THE ENTIRECOURSE OF DEMOLITION AND CONSTRUCTION(INCLUDING, BUT NOT LIMITED TO, PARTITIONS,FINISHES, DOORS, FRAMES, HARDWARE ANDELECTRICAL CIRCUITRY). CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGE WHICH MIGHT OCCUR.

2 FOR ALL EXISTING CONSTRUCTION, GC SHALL MAKE ALLNECESSARY REMOVALS AND PATCH, LAMINATE, ORRE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TOREMAIN, IN ORDER TO PROVIDE SMOOTH MONOLITHICSURFACE FOR NEW FINISHES. CONTRACTOR SHALLPROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALLNEW POWER/COMMUNICATION RECEPTACLES.

3 GENERAL CONTRACTOR TO COORDINATE ALL PHASESOF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTINGCONDITIONS, WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TOTHE START OF DEMOLITION.

4 DO NOT REMOVE ANY WINDOW TREATMENTS ORBLINDS, U.O.N. GC TO PROVIDE PROTECTION ASREQUIRED.

5 DO NOT REMOVE ANY EXISTING A/C UNITS ORASSOCIATED DUCTWORK, U.O.N.

6 PROTECT AND SEAL ALL WINDOW VENTILATORS DURINGDEMOLITION AND CONSTRUCTION.

7 DO NOT REMOVE ANY BUILDING CLASS "E' FIREPROTECTION SIGNALS OR EQUIPMENT, U.O.N. PROTECTAS REQUIRED FOR DURATION OF JOB.

8 GC TO PATCH ALL SCAR JOINTS AS REQUIRED ONEXISTING CONSTRUCTION TO REMAIN.

DOOR HARDWARE NOTES: 1) EXISTING DOOR AND FRAME TO REMAIN. REPLACE HARDWARE WITH OFFICE FUNCTION2. REINSTALL SALVAGED STORAGE HARDWARE

DOOR SCHEDULE - NIMITZ

DO

OR

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HA

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TH

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LEVEL 1

117E 3' - 0" 7' - 0" F SCWD MATCHEXISTING

0' - 1 3/4"1

HM <ByCategory>

1

KITCHEN WASHER/DRYER ROOM

KITCHEN DRY STORAGE

DOOR NOTE: REFER DOOR PANEL, FRAME, AND FRAME DETAILS ON COVER SHEET; TYP

HARDWARE SET NOTES:1) PROVIDE CLASSROOM LOCKSET. LOCKABLE FROM THE OUTSIDE, PASSAGE SET FROM INSIDE THE ROOM

DOOR NOTE: CONTRACTOR TO VERIFY WIDTH AND HEIGH OF EXISTING FRAME

HARDWARE SET NOTES:1) PROVIDE STOREROOM LOCKSET

REVISIONS

KITCHEN

WALK-IN

COOLER

WALK-IN

FREEZER

EXISTING

EXISTING

1

MECH

REMOVE EXISTING DISH MACHINE

REMOVE EXISTING OH DOOR; PREP FOR INFILL

REMOVE EXISTING LOUVERS & REPLACE WITH NEW

DEMO EXISTING FLOOR TILE AND COVE BASE; PREP FOR NEW. GC IS RESPONSIBLE FOR REMOVING EXISTING EQUIPMENT TO REMAIN, REINSTALL AND TEST EQUIPMENT TO ENSURE PROPER FUNCTION

REMOVE & DISCARD EXITING SERVING LINES & EQUIPMENT. VERIFY EQUIPMENT TO REMAIN WITH FOOD SERVICE DRAWINGS. STORE AS NEEDED FLOR FLOORING REPLACEMENT AND REINSTALLATION

REMOVE EXISTING LOUVER & REPLACE WITH NEW

DEMO EXISTING EXTERIOR WALL; PREP FOR NEW DOOR

DEMO EXISTING MILLWORK, SHELVING,

FIXTURES AND CAP EXISTING PLUMBING

DEMO CEILING AT EXTENTS FOR NEW STORAGE ROOM, PREP FOR

NEW CEILING GRID & TILE. SLVAGE LIGHT FIXTURES & HVAC GRILLES

FOR REINSTALLATION

REMOVE & DISCARD EXITING SERVING LINES & EQUIPMENT. VERIFY EQUIPMENT TO REMAIN WITH FOOD SERVICE DRAWINGS. STORE AS

NEEDED FLOR FLOORING REPLACEMENT AND REINSTALLATION; DEMO EXISTING FLOOR TILE AND COVE BASE; PREP FOR NEW

DEMO EXISTING FURR DOWN, LIGHT FIXTURES, HVAC GRILLES, AND OTHER CEILING MOUNTED DEVICES; PREP FOR NEW;

DEMO EXISTING FLOOR TILE AND COVE BASE; PREP FOR NEW. GC IS RESPONSIBLE FOR REMOVING EXISTING EQUIPMENT TO REMAIN,

REINSTALL AND TEST EQUIPMENT TO ENSURE PROPER FUNCTION

DEMO EXISTING CEILING TILE AND GRID, LIGHT FIXTURES, HVAC GRILLES, AND OTHER CEILING MOUNTED DEVICES; PREP FOR NEW; REMOVE AND DISCARD ALL EXISTING TACK BOARDS IN BOTH CAFETERIAS

DATE

JOB

SHEET

ISSUES

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2/7

/2018

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1/8" = 1'-0"1IRVING HS - DEMOLITION FLOOR PLAN

GENERAL DEMOLITION

NOTES

1 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL ITEMS TO REMAIN THROUGH THE ENTIRECOURSE OF DEMOLITION AND CONSTRUCTION(INCLUDING, BUT NOT LIMITED TO, PARTITIONS,FINISHES, DOORS, FRAMES, HARDWARE ANDELECTRICAL CIRCUITRY). CONTRACTOR SHALL REPAIRAND/OR REPLACE ANY DAMAGE WHICH MIGHT OCCUR.

2 FOR ALL EXISTING CONSTRUCTION, GC SHALL MAKE ALLNECESSARY REMOVALS AND PATCH, LAMINATE, ORRE-FURR AS NECESSARY ANY DAMAGED PARTITIONS TOREMAIN, IN ORDER TO PROVIDE SMOOTH MONOLITHICSURFACE FOR NEW FINISHES. CONTRACTOR SHALLPROVIDE PATCHING AS REQUIRED IN ORDER TO INSTALLNEW POWER/COMMUNICATION RECEPTACLES.

3 GENERAL CONTRACTOR TO COORDINATE ALL PHASESOF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTINGCONDITIONS, WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TOTHE START OF DEMOLITION.

4 DO NOT REMOVE ANY WINDOW TREATMENTS ORBLINDS, U.O.N. GC TO PROVIDE PROTECTION ASREQUIRED.

5 DO NOT REMOVE ANY EXISTING A/C UNITS ORASSOCIATED DUCTWORK, U.O.N.

6 PROTECT AND SEAL ALL WINDOW VENTILATORS DURINGDEMOLITION AND CONSTRUCTION.

7 DO NOT REMOVE ANY BUILDING CLASS "E' FIREPROTECTION SIGNALS OR EQUIPMENT, U.O.N. PROTECTAS REQUIRED FOR DURATION OF JOB.

8 GC TO PATCH ALL SCAR JOINTS AS REQUIRED ONEXISTING CONSTRUCTION TO REMAIN.

GENERAL RCP DEMO NOTES

1 CONTRACTOR TO NOTIFY ARCHITECT OF ANYDISCREPANCIES OR CONFLICTS IN INTENT TOACCOMPLISHING ALL WORK ON PLAN AND THECOORDINATION OF THIS PLAN WITH ENGINEERINGDRAWINGS OR IT WILL BE DEEMED THAT ALLNECESSARY WORK AND COST ARE INCLUDED.

2 UPON REMOVAL OF CEILING TILE AND GRID, ALLSPRINKLER HEADS ARE TO BE IDENTIFIED BY SAFETYTAPE OR MARKING AND ALL HEADS ARE TO BE TURNEDUP AND MADE UPRIGHT INSTEAD OF PENDANT TOENSURE HEADS WILL ACTIVATE. NO AREA IS TO BERENDERED AS UNPROTECTED DURING THE ENTIREDURATION OF DEMOLITION AND CONSTRUCTION OF THISPROJECT (UNLESS A FIRE WATCH IS RETAINED.)

REVISIONS

KITCHEN

EXISTING

WALK-IN COOLER

MECHANICAL

SERVING

EXISTING

WALK-IN

FREEZER

SERVING

SERVING

SERVING

ALA CARTE SERVING

SERVING

WARE WASHING

STORAGE

117B

11

7B

INSTALL NEW QUARRY TILE FLOOR & COVE BASE AT SERVING AREAS

INSTALL NEW QUARRY TILE FLOOR & COVE BASE AT SERVING AREA

TB4X4

TB4X8

TB4X8

INFILL EXISTING CMU WALL (VIF HEIGHT) & MATCH TILE WAINSCOT & PAINT TO MATCH ADJACENT WALL. PREP PAINT WITH HIGH BUILD GLAZED COATING. PREP FOR NEW FINAL PAINT PER GRAPHIC PACKAGE (ALLOWANCE)

VIF

6' -

4"

REPLACE WITH NEW LOUVER TO MATCH EXISTING IN SIZE; PREP FOR NEW PAINT PER GRAPHICS PACKAGE (ALLOWANCE)

REPLACE WITH NEW LOUVER TO MATCH EXISTING IN SIZE; PREP FOR NEW PAINT PER GRAPHICS PACKAGE (ALLOWANCE)

PREP CAFETERIA WALLS & GYP WALLS ABOVE SERVING LINES FOR NEW PAINT PER GRAPHIC PACKAGE (ALLOWANCE)

DATE

JOB

SHEET

ISSUES

KEYPLAN

2/7

/2018

5:3

4:0

8 P

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A02-01D

FLOOR PLAN -IRVING HS

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7

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1/8" = 1'-0"01IRVING HS - DEMOLITION FLOOR PLAN

DOOR SCHEDULE - IRVING

DO

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LEVEL 1

117B STORAGE 3' - 0" 7' - 0" A HM PTD 0' - 1 3/4" 1 HM PTD 2 2

1. ALL WALLS ARE TYPE A3 UNLESS NOTED OTHERWISE.2. ALL INTERIOR FLOOR LEVELS ARE AT EL.100'-0"

UNLESS NOTED OTHERWISE.3. PROVIDE CONTROL JOINTS IN GYPSUM BOARD

WALLS ABOVE THE CORNER OF ALL INTERIOR DOOR AND WINDOW FRAMES IN THE CENTER OF STRAIGHT WALLS 30'-0" IN LENGTH OR GREATER OR AS INDICATED ON INTERIOR ELEVATIONS. PROVIDE HORIZONTAL CONTROL JOINTS AT 10'-0" A.F.F. THROUGHOUT BUILDING, TYP.

4. ALL TACKBOARDS TO BE MOUNTED 34" A.F.F. U.N.O.5. ALL WALL-MOUNTED FIRE EXTINGUISHERS TO BE

MOUNTED AT 45" MAX. TO EXTINGUISHER HANDLE U.N.O.

GENERAL PLAN NOTES

FINISH SCHEDULE

CODE DESCRIPTION MANUFACTURER NAME COLOR COMMENTS

PT-1 PER GRAPHICS PACKAGE (ALLOWANCE)

QT-1 QUARRY FLOOR TILE METROPOLITAN CERMAICS QUARRYBASICS RAVEN 8" x 8"

TB-1 TILE COVE BASE METROPOLITAN CERAMICS QUARRYBASICS RAVEN 3-5/8" x 7-5/8"

DOOR NOTE: REFER DOOR PANEL, FRAME, AND FRAME DETAILS ON COVER SHEET

REVISIONS

SERVING

KITCHEN

WALK-IN

COOLER

SERVING

WALK-IN

FREEZER

EXISTING

EXISTING

1

MECH

SERVING

KITCHEN

WALK-IN

COOLER

SERVING

WALK-IN

FREEZER

EXISTING

EXISTING

1

MECH

NEW PAINTED GYP FURR DOWNS AND LIGHTING ABOVE NEW SERVING LINES

NEW CEILING GRID AND ACOUSTIC TILES, LIGHT FIXTURES, HVAC GRILLES AND CEILING MOUNTED DEVICES. REF MEP; MINOR REDUCTING REQUIRED

NEW MONITORS. ADD DATA POWER, AND WALL MOUNT; REF MEP AND FOOD SERVICE

02

A02-01E

9' - 0"

16' - 0"V.I.F. TO MATCH EXISTING HEIGHT

10' - 0" G.C. V.I.F. TO MATCH EXISTING FURR DOWN

13' - 0"3'-0" ABOVE BOTTOM OF NEW FURR DOWN

A.F.F.

15' - 0"

14' - 0"

15' - 0"

14' - 0"

13' - 6" 15' - 0"

14' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 0"

15' - 6"

13' - 6"

13' - 6"

13' - 6"

14' - 0"

14' - 0"

13' - 6"

15' - 0"

14' - 0"

15' - 0" 14' - 0"

13' - 6"

14' - 0"

VIF

6' -

8"

SUSPENDED ACOUSTIC BAFFLES, TYP; REF SPECS. ARCHITECT TO VERIFY COLORS PRIOR TO FABRICATION

SUSPENDED OPEN GRID CLOUDS, TYP; REF SPECS. ARCHITECT TO VERIFY COLORS PRIOR TO FABRICATION

0' - 8"

3' -

0"

10'-0" A.F.F. ; V.I.F.MATCH EXISTING FURR DOWN IN CORRIDOR

5/8" GYP

METAL STUDS

NEW MONITORS ; REF FOOD SERVICE DRAWINGS

DATE

JOB

SHEET

ISSUES

KEYPLAN

2/7

/2018

5:3

4:0

9 P

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A02-01E

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1/8" = 1'-0"01IRVING HS - RCP

1" = 1'-0"02FURR DOWN SECTION DETAIL

GENERAL RCP NOTES

1 COORDINATE MEP / ETC. DRAWINGS FOR ALL FIXTURES/DEVICES MOUNTED IN, ABOVE, OR HUNG FROM THECEILING. FINAL FIXTURE/DEVICE LOCATIONS AREDETERMINED BY THE ARCHITECTURAL R.C.P. WHERECONDITIONS DIFFER SIGNIFICANTLY BETWEEN THEPLANS, REQUEST CLARIFICATION FROM THE ARCHITECTBEFORE PROCEEDING. WHERE FIXTURES/ DEVICESSHOWN OR SPECIFIED ON DRAWINGS OTHER THAN THEARCHITECTURAL R.C.P.'S ARE VISIBLE AT THE CEILINGPLANE, COORDINATE LOCATIONS WITH THE ARCHITECT.

2 DO NOT INSTALL CEILING GRID UNTIL WORK ABOVECEILING IS COORDINATED AND INSTALLED WITHINAVAILABLE PLENUM SPACE.

3 LOCATE CEILING MOUNTED FIXTURES/ DEVICES IN THECENTERS OF FULL CEILING PANELS U.N.O.

4 ACCENT PAINT ON GYP. BOARD BULKHEADS TO BE ONBOTTOM AND SIDES OF BULKHEAD.

5 R.C.P.'S WILL TYPICALLY INDICATE: A. LOCATIONS, DIMENSIONS AND HEIGHTS A.F.F. ORFURRDOWNS. B. VARYING CEILING MATERIALS AND THEIR LOCATIONS. C. HEIGHTS OF WALLS A.F.F. (FULL HEIGHT AND PARTIALHEIGHT). D. REQUIRED FIRE-RATINGS OF WALLS. E. FINAL LOCATIONS OF CEILING MOUNTED FIXTURES/DEVICES.

REVISIONS

Mag

naW

ave

TM

Mag

naW

ave

TM

1' - 0" MIN.

TYP.

5" MIN.

PE

R M

FR

.5"

MIN

.

#3 @ 18" O.C. MAX. E.W.

& #3 CONT. TRANSVERSE

@ BENDS IN BARS

SLAB-ON-GRADE RECESS

NOTES:

1. CONTRACTOR CORE DRILL SLAB TO

CONFIRM SLAB IS SOIL SUPPORTED PRIOR

TO FURTHER TRENCHING. THIS DETAIL IS NOT

TO BE USED WITH STRUCTURED FLOORS SUCH

AS BRANDENBURG ELEMENTARY

2. CONTRACTOR RESPONSIBLE TO MAINTAIN

SOIL STABILITY OF FOUNDATION. DO NOT

UNDERMINE EXISTING FOUNDATION.

EXIST. SLAB

ON GRADE

#3 (1-6) DRILL &

EPOXY 6" INTO EXIST.

EA. SIDE @ 18" O.C.

INSTALL 15 MIL VAPOR

RETARDER BELOW SLAB

SEE ARCHL.

SAW CUT EXIST.

SLAB AS REQD.

EXIST SLAB-ON-GRADE TRENCH

NOTES:

1. CONTRACTOR CORE DRILL SLAB TO

CONFIRM SLAB IS SOIL SUPPORTED PRIOR

TO FURTHER TRENCHING. THIS DETAIL IS NOT

TO BE USED WITH STRUCTURED FLOORS SUCH

AS BRANDENBURG ELEMENTARY

2. CONTRACTOR RESPONSIBLE TO MAINTAIN

SOIL STABILITY OF FOUNDATION. DO NOT

UNDERMINE EXISTING FOUNDATION.

6" AS REQD 6"

EXIST SLAB

TO REMAIN

INSTALL 15 MIL

VAPOR RETARDER

BELOW SLAB

SEE SPECIFICATIONSEE PLUMBING

DRAWINGS FOR

PIPING LOCATIONS

#3 @ 18 MAX EW

SAW CUT EXIST

SLAB AS REQD

#3 (1-6) @ 18 EF

DRILL & EPOXY

INTO CONC

SEE GN

SOIL SUPPORTED SLAB ASSUMED

- GC VERIFY

FOR TRENCHING IN THE

SERVING LINE AREA

SEE 3/ S02-01

CONTRACTOR NOTEDRILL CORE TO VERIFY SLAB IS SOIL SUPPORTED PRIOR TO ANY TRENCHING

S T A T E M E N T O F S T R U C T U R A L S P E C I A L I N S P E C T I O N S2 0 1 5 I N T E R N A T I O N A L B U I L D I N G C O D E

STATEMENT OF SPECIAL INSPECTIONS NOTES:

This Statement of Special Inspections is submitted in accordance with Section 1704 of the 2015 International Building

Code (referenced hereforth as Code). It includes a Schedule of Special Inspection Services applicable to the Project.

If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind Resistance.

The Owner shall employ one or more qualified Special Inspectors to perform this work. Prior to the start of construction, Special

Inspector(s) shall provide written documentation to the Building Official demonstrating the competence and relevant experience

or training of the Special Inspectors who will perform the Special Inspections and tests during construction. The Special Inspector(s)

shall keep records of Special Inspections and tests. The Special Inspector(s) shall submit reports of Special Inspections and tests

to the Building Official and to the Registered Design Professional in Responsible Charge. Reports shall indicate that work inspected

or tested was or was not completed in conformance to approved Construction Documents. Discrepancies shall be brought to the

immediate attention of the Contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention

of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work.

A final report documenting required special inspections and tests, and corrections of any discrepancies noted in the inspections or

tests, shall be submitted at a point in time agreed upon prior to the start of work by the Owner or the Owner's authorized agent to

the Building Official.

The Special Inspection program does not relieve the Contractor of responsibility to comply with the Contract Documents. Jobsite

safety and means and methods of construction are solely the responsibility of the Contractor. The construction or work for which

Special Inspection or testing is required shall remain accessible and exposed for Special Inspection or testing purposes until

completion of the required Special Inspections or tests.

See specifications for additional testing requirements. Where conflicts occur, the most stringent requirement shall control.

INSPECTION OF CONCRETE CONSTRUCTION:

Special Inspections and tests of concrete construction shall be performed in accordance with Section 1705.3 of the Code

and with Table 1705.3.

Special Inspections of welding and qualifications of Special Inspectors for reinforcing bars shall be in accordance with the

requirements of AWS D1.4 for Special Inspection and of AWS D1.4 for Special Inspector qualification.

In the absence of sufficient data or documentation providing evidence of conformance to quality standards for materials in

Chapter 19 and 20 of ACI 318, the Building Official shall require testing of materials in accordance with the appropriate

standards and criteria for the material in Chapters 19 and 20 of ACI 318.

SCHEDULE OF SPECIAL INSPECTION SERVICES TABLE 1705.3:

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC

1. Inspect reinforcement, including prestressing tendons, and

verify placement.

5. Verifying use of required design mix.

CHECK

IF

REQD

10. Inspect erection of precast concrete members.

12. Inspect formwork for shape, location, and dimensions

of the concrete member being formed.

X---

X---

X---

X---

X---a. Verify weldability of reinforcing bars other than ASTM A706.

2. Reinforcing bar welding:

Xb. Inspect single-pass fillet welds, maximum 5/16" ; and

c. Inspect all other welds. X

X---

4. Inspect anchors post-installed in hardened concrete members.

a. Adhesive anchors installed in horizontally or upwardly

inclined orientations to resist sustained tension loads.X

b. Mechanical anchors and adhesive anchors not defined

in 4.a.X

3. Inspect anchors cast in concrete.

6. Prior to concrete placement, fabricate specimens for strength

tests, peform slump and air content tests, and determine the

temperature of the concrete.---X

7. Inspect concrete and shotcrete placement for proper application

techniques.X ---

8. Verify maintenance of specified curing temperature and

techniques.X---

9. Inspect prestressed concrete for:

a. Application of prestressing forces; and

b. Grouting of bonded prestressing tendons. X

X ---

---

11. Verify in-situ concrete strength, prior to stressing of tendons

in post-tensioned concrete and prior to removal of shores and

forms from beams and structural slabs.X---

MAX SPAN

4' - 0"

10' - 0"

ANGLE SIZE

L4 x 4 x 3/8

L6 x 4 x 3/8 (LLV)

NOTES:

1. EXTEND LINTEL 8" PAST EACH SIDE OF OPENING

2. FOR OPENINGS LARGER THAN 10' - 0" SEE STRUCTURAL

SECTIONS FOR BRICK SUPPORT FROM ROOF BEAMS

3. ANGLES WITH EXTERIOR EXPOSURE SHALL BE GALVANIZED

LOOSE STEEL LINTEL SCHEDULE

1/2" MAX

BRICK

VENEER

STEEL ANGLE

LOOSE LINTEL

L.A. FUESS PARTNERS, INC.Structural Engineers3333 Lee Parkway, Suite 300 • Dallas, TX 75219214.871.7010 • www.lafp.com

LAFP PROJECT NO. FIRM REG. NO.

DATE

JOB

SHEET

ISSUES

17323 F-537

CORGANwww.corgan.com

T: 214.748.2000 F: 214.653.8281

2.08.2018 100% ISSUE FOR CONSTRUCTION1

S02-01

GENERAL NOTES

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NO SCALE

2301 - EXIST

TYPICAL DETAILNO SCALE

3319

SECTION 1 - GENERAL INFORMATION AND DESIGN CRITERIA

SECTION 1.1 - DOCUMENTS

1.1.1 Structural Drawings are not stand-alone documents. They are

augmented by technical specifications and must be coordinated

with Architectural, Civil and

Mechanical/Electrical/Plumbing/HVAC documents.

1.1.2 General Notes and Typical Details apply generally throughout

the project wherever conditions similar to those depicted exist

and are not necessarily referenced specifically in the documents.

1.1.3 Structural documents are protected by U.S.A. Copyright Laws,

and shall not be used for any purpose other than construction

of the building described in the Architectural documents and

at the geographic location shown. The structural design

described in these documents is not valid for any other purpose,

use or location.

COORDINATION

1.1.4 Contractor is responsible for coordinating Structural Documents

with other trades and disciplines including; architectural,

civil, mechanical, electrical, HVAC and fire protection. Some

requirements are not known prior to issue and may change as

layout and fabrication drawings are developed. Promptly report

deviations and interferences with structural components for

resolution by the Engineer.

1.1.5 Contractor shall verify dimensional location and depth of slab

recesses and offsets with Architectural Drawings.

1.1.6 Contractor shall verify size and location of floor and roof

penetrations shown on structural drawings with other

disciplines. Submit for approval a composite drawing showing

all proposed openings and sleeves through structural members

for engineering review prior to or simultaneous with shop

drawings for affected framing.

1.1.7 Contractor shall verify dimensions, details, plumbness and

squareness of existing structures meeting or tying into new

construction.

1.1.8 Do not scale plans, details and sections for quantity, length

or fit of materials.

SECTION 1.2 - CODES AND STANDARDS

1.2.1 Building Code of jurisdiction : IBC 2015

1.2.2 Structural Concrete Code - American Concrete Institute (ACI) 318

1.2.3 Structural Steel Code - American Institute of Steel Construction

(AISC) 360

1.2.4 See Technical Specifications for other materials testing and

inspection requirements.

G E N E R A L N O T E S

1/8" = 1'-0"

1 FOUNDATION PLAN - IRVING HIGH SCHOOL

SECTION 3 - STRUCTURAL CONCRETE

SECTION 3.2 - STEEL REINFORCING

STEEL REINFORCING

3.2.1 All bars shall be deformed in accordance with ASTM A615.

Reinforcing indicated to be welded shall conform to ASTM A706.

3.2.2 Strength of bars shall be as follows:

All Bars Grade 60

SPLICING OF REINFORCING BARS

3.2.3 Top bars in beams, slabs or joists shall be spliced at midspan

between supports, unless noted otherwise.

3.2.4 Bottom bars in beams, slabs or joists shall be spliced at

supports, unless noted otherwise.

LAPPED SPLICE LENGTHS

3.2.5 Lap reinforcing 24 bar diameters at splices unless noted or

detailed otherwise.

3.2.6 Welded wire fabric splice length (overlap), measured between

outermost cross wires of each fabric sheet, shall be at least

one spacing of cross wires plus 2 inches, but in no case less

than 6 inches.

PLACEMENT OF REINFORCING

3.2.7 Offsets in reinforcing bars shall be bent at a ratio of 1

(normal to bar axis) to 6 (parallel to bar axis).

3.2.8 Place first bar of slab reinforcing parallel to side 2 inches

from a free edge or half of required bar spacing from face of

edge beam.

SECTION 3.3 - CONCRETE MIX DESIGNS

3.3.1 Concrete Mix Schedule:

a) "HRC" refers to hardrock concrete having air dry unit

weight of approximately 145 PCF.

b) Where w/c ratio is not indicated in the Concrete Mix

Schedule, it shall be as necessary to meet strength requirements.

c) Where the w/c ratio is shown, it shall be adhered to regardless

of strength requirements.

d) "Strength" is required compressive cylinder strength

at an age of 28 days.

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Conc. Strength Agg. Agg. Slump Max

Class psi Type Size Inches w/c Notes

---------------------------------------------------------

A 3500 HRC 3/4" 3-5 0.46

3.3.2 Mix Usage Schedule:

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Concrete Air

Description of Use Class Content

---------------------------------------------------------

Slab Infills A ------

REVISIONS

NEW COOLER AND FREEZER TO BE PLACED

IN SAME LOCATION AS EXISTING UNITS.

DO NOT DAMAGE EXISTING SLAB.

CONTACT ARCHITECT IF SLAB REMOVAL IS

REQUIRED.

EXISTING 7" SLAB ON VOID

TRENCHING IS NOT ALLOWED

NEW WASHER/DRYER

MAXIMUM SLAB PENETRATION DIAMETER ALLOWED IS 8".

DO NOT DAMAGE EXISTING SLAB REINFORCEMENT.

FOR NEW

COOLER/FREEZER RECESS

SEE 2/ S02-01

SOIL SUPPORTED SLAB ASSUMED

- GC VERIFY

SOIL SUPPORTED SLAB ASSUMED

- GC VERIFY

SEE

FOR NEW PLUMBING

LINE TRENCHES

3/ S02-01

L.A. FUESS PARTNERS, INC.Structural Engineers3333 Lee Parkway, Suite 300 • Dallas, TX 75219214.871.7010 • www.lafp.com

LAFP PROJECT NO. FIRM REG. NO.

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S02-02

FOUNDATION PLANS

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1/8" = 1'-0"

1 FOUNDATION PLAN - NIMITZ HIGH SCHOOL

1/8" = 1'-0"

4 FOUNDATION PLAN - BRANDENBURG ELEMENTARY

1/8" = 1'-0"

3 FOUNDATION PLAN - BOWIE MIDDLE SCHOOL

1/8" = 1'-0"

2 FOUNDATION PLAN - JOHN HALEY ELEMENTARY

CONTRACTOR NOTEDRILL CORE TO VERIFY SLAB IS SOIL SUPPORTED PRIOR TO ANY TRENCHING

REVISIONS

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FOODSERVICE

EQP. LAYOUT,

ELEC., PLUMBING

PLAN AND FLOOR

REQUIREMENTS

QF201

FOODSERVICE

EQUIPMENT

DETAILS

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REVISIONS

DRY

STORAGE

B139

DISH

WASHING

B138

SERVING

B136

KITCHEN

B137

MECH

B142

LOCKERS

B141

TOILET

B141A

JAN

B140

DRY

STORAGE

B139

DISH

WASHING

B138

SERVING

B136

KITCHEN

B137

MECH

B142

LOCKERS

B141

TOILET

B141A

JAN

B140

QF101

FOODSERVICE

EQUIPMENT

LAYOUT, ELEC.,

PLUMBING &

VENTING PLAN

BR

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This Document was

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WHAT IS REQUIRED AS A MINIMUM FOR THE

EQUIPMENT SPECIFIED. UTILIZE AND RE-USE

EXISTING ROUGH-INS WHERE POSSIBLE.

QF101

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D C

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REVISIONS

NOTE:

THE ROUGH-INS SHOWN ON THIS PLAN ARE

WHAT IS REQUIRED AS A MINIMUM FOR THE

EQUIPMENT SPECIFIED. UTILIZE AND RE-USE

EXISTING ROUGH-INS WHERE POSSIBLE.

FOODSERVICE

EQUIPMENT

LAYOUT, ELEC.,

PLUMBING &

VENTING PLAN

QF101

FOODSERVICE

EQUIPMENT

LAYOUT PLANS

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This Document was

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construction.

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REVISIONS

QF201

FOODSERVICE

MEP PLAN

REQUIREMENTS

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EQUIPMENT SPECIFIED. UTILIZE AND RE-USE

EXISTING ROUGH-INS WHERE POSSIBLE.

NOTE:

FOR ELECTRICAL, PLUMBING AND

VENTILATION INFORMATION,

REFERENCE SHEET QF101

QF301

FOODSERVICE

ELEVATION,

SECTION AND

DETAILS

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CORGAN

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D C

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REVISIONS

NOTE:

THE ROUGH-INS SHOWN ON THIS PLAN ARE

WHAT IS REQUIRED AS A MINIMUM FOR THE

EQUIPMENT SPECIFIED. UTILIZE AND RE-USE

EXISTING ROUGH-INS WHERE POSSIBLE.

FOODSERVICE

EQUIPMENT

LAYOUT, ELEC.,

PLUMBING &

VENTING PLAN

C114

JAN.

C115

RR 13

C116

DISHWASHING

C114

JAN.

C115

RR 13

C116

DISHWASHING

QF101

FOODSERVICE

EQUIPMENT

LAYOUT PLAN

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HU

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CORGAN

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NOTE:

THE ROUGH-INS SHOWN ON THIS PLAN ARE

WHAT IS REQUIRED AS A MINIMUM FOR THE

EQUIPMENT SPECIFIED. UTILIZE AND RE-USE

EXISTING ROUGH-INS WHERE POSSIBLE.

QF101

FOODSERVICE

EQP. LAYOUT,

ELEC., PLUMBING

PLAN AND FLOOR

REQUIREMENTS

NIM

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NOTE:

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EQUIPMENT SPECIFIED. UTILIZE AND RE-USE

EXISTING ROUGH-INS WHERE POSSIBLE.

NIM

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This Document was

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REVISIONS

QF201

FOODSERVICE

EQUIPMENT

DETAILS