international building code, 2012 w/ city of houston

10
713.350.3400 MARK DATE DESCRIPTION 01 7/19/2016 TIP Submission 1-30% 5051 Westheimer, Suite 430 Houston, Texas 77056 SHEET TITLE PROJECT NO:IAH_TD_DF3 CONTACT PERSON:Catherine Krueger 713-350-3403 DRAWN BY: EC, CK COPYRIGHT: 2016 AMB Architects, PLLC IA0.10 HAS AUTHORIZATION Houston Airport System TIP NO.TDDF3 2207-IAH Director or Designated Representative: X_______________________________ Project Information ATU Americas TD-DF3 Chanel Kiosk (IAH) George Bush Intercontinental Airport Terminal D 3700 North Terminal Road Houston, TX 77032 2 08-04-16 REVIEW 3 08-09-16 ISSUE FOR CHANEL REVIEW THIS SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA 17941 ON 01/06/2017 4 08-19-16 PERMIT + PRICING 1 07-15-16 TIP SUBMISSION SMARTDESIGN GROUP (US) LTD. Interior Design - Project Management Suite 200 - 6010 Wilshire Boulevard Los Angeles, California, USA 90036 Phone: 604.662.7015 Fax: 604.662.7018 www.smartdesigngroup.com CONSULTING ENGINEERS ELECTRICAL/MECHANICAL E/B/E, Inc. Tel.: (713) 840-0177 Fax: (713) 840-8677 Firm Registration No: 5638 N N PROJECT LOCATION Terminal D Pursuant to 22 TAC 1.103, an Architect's seal on the work of any Consultant(s) retained by the Architect attests only to the Architect's coordination of the Consultant's work with that of the Architect's and does not imply the Architect's practice of the Consultant's specialty. MEP1.00 MEP Specifications MEP2.00 MEP Specifications E1.00 Electrical Plans E2.00 Electrical Schedules 195 usf Interior Remodel Yes 2 Hour 2 Hour 2 Hour Area: Project Scope: BUSH I.A.H. HOBBY DOWNTOWN HOUSTON 10 8 8 8 8 610 610 610 59 59 45 288 290 45 10 610 Occupancy Types: Construction Type: Occupancy Load: Sprinklered Structural Frames: Shaft Enclosures: Floor/Ceiling: M 1A 7 AREA MAP PROJECT TEAM COORDINATION STATEMENT M/E/P CONSULTANT GENERAL NOTES CODE INFORMATION A) Contract Documents Reference is made to these as Contract Documents, and they are supplemented with the AIA General Conditions of the contract for Construction, AIA Documents A201, 1997 edition, as well as the Owner Contractor Agreement. Specifications are included on the plans and are not bound into a separate document. B) Code Compliance All work preformed shall be in compliance with applicable codes and when there is a conflict the most strict will govern. C) Inspection of Site Carefully examine the premises to determine the extent of work and the condition under which it must be done. No extra payments will be allowed for claims for additional work that should have been included in original inspection. D) Field Conditions If any of the scope of work indicated in these Drawings is not constructible due to conflict with field conditions, coordination items, critical dimensions, etc., it is the Contractor's responsibility to inform the Architect for interpretation and clarification before initiating the work. E) Performance of Work In performing Work described herein and in the structural and MEP drawings of this Work, it will be the Contractor's responsibility to repair all existing construction disturbed, relocated or damaged and all new construction installed, as required to hide all evidence of work and to refinish to match existing appearance, UNO. F) Definitions "Architect": AMB Architects "typical": Item so noted to be applicable in similar conditions throughout. "align": Finished faces of materials or assemblies to be located in same plane. "A.F.F.": Abbreviation for above finished floor. "NIC": Work which is Not In Contract, i.e., not the responsibility of the Contractor. "UNO": Abbreviation for unless noted otherwise. G) Relocation of Materials Relocation of any items involved in the Work is subject to the Contractor's ability to do so without permanently damaging or marring the items to be relocated. If the Contractor is unable to relocate any item as described herein, he shall substitute new material to match existing in lieu of relocating same. Contractor may also elect to use new materials to match existing in lieu of relocation of existing for his own convenience. H) Damage The Contractor shall be responsible for the repairs of any accidental damage he or his employees cause. If, for any reason, damage to existing Work or utilities is considered to be unavoidable, submit written notification of this before signing the contract. In the absence of such notification, the Contractor assumes full responsibility for damage and the cost of satisfactorily repairing or replacing the damaged Work. I) Substitutions No substitutions are to be made on any specified items without the approval of the Architect. Items which are described generically may be supplied by a number of manufacturers, but it is the contractor's responsibility to ensure that quality, appearance and function conform to design intent as shown in the drawings. J) Materials And Workmanship Conform to the materials and workmanship requirements as specified by the base building standards for similar modification work. Install all manufactured items, materials and equipment in strict accordance with the manufacturer's recommended specifications, except when base building specification is more stringent. K) As-built Documents Contractor shall document as-built conditions when different from construction documents, and shall provide said documentation to building representative upon completion of tenant construction. L) Floor Leveling In laying out and detailing the work to be built into an existing building interior space, consideration shall be given to variations in the levelness of the floor resulting from existing constructions. Alignment of new construction door heads and other horizontal elements shall be maintained at a constant level and shall not follow variations in the floor plane. Level floors as required using cementations leveling compound. The existing floor should be brought to within 1/4" per 10'- 0" at critical areas under millwork, files, special finish materials and transitions, etc. Verify locations with Architect. M) Millwork 1) The millwork contractor shall submit shop drawings and samples to Architect for approval prior to beginning work. 2) Millwork shop drawings shall call out all materials and finishes. Joints, corners and edges are to be detailed in individual details. All dimensions, critical or otherwise, are to be called out on the shop drawings. Architect will not review drawings which are incomplete and show minimal detailing. 3) The millwork contractor shall field verify all dimensions and existing conditions. The Architect shall be notified immediately of any discrepancies. 4) All finished work (as far as is practical) shall be assembled and finished in the shop and delivered to the site ready to erect in place. 5) All "installed" cabinets shall be scribed to wall or ceiling without additional overlays. Millwork contractor to check job progress. Caulk all joints with walls. 6) Mitered or butted members shall be joined and secured in a manner to ensure against the joint opening. 7) The millwork contractor shall provide rubber bumper stops on all cabinet doors and drawers. 8) Where files are shown as being set into cabinet work, the millwork contractor shall set and bolt all files together. N ) Fire Extinguishers Provide fire extinguishers as required by city code on all sprinkled floors . Fire extinguisher to be " Larson " 10 pound type ABC . International Building Code, 2012 w/ City of Houston Building Code Amendments Americans with Disabilities Act, 1990 Texas Accessibility Standards, 2012 ASHRAE 90.1, (2007) Standard Uniform Mechanical Code, 2012 w/ City of Houston Building Code Amendments Uniform Plumbing Code, 2012 w/ City of Houston Building Code Amendments National Electrical Code, 2014 w/ City of Houston Building Code Amendments KEY MAP BUILDING OWNER REPRESENTATIVE ARCHITECT M/E/P ENGINEER Houston Airport System Tel: 281.233.1803 Email: [email protected] Contact: Rod Touchet E/B/E 24 Greenway Plaza, Suite 600 Houston, TX 77046 Tel:713-840-0177 Email: [email protected] Contact: Kevin Bruns AMB Architects 5051 Westheimer, Suite 430 Houston, TX 77056 Tel:713.350.3400 Email: [email protected] Contact: Catherine Krueger Architect: Alyssia Makarewicz A.I.A. PRIME CONSULTANT 1150 Station Street, Suite 102 Vancouver, BC V6A 4C7 Canada Tel:778.945.1250 Email: [email protected] Contact: Rob Schneeweiss D.I.D. CLIENT ATU Americas, LLC 1704 Rankin Road, Suite 110 Houston, Texas 77073 Tel: 1.202.277.4848 Email: [email protected] Contact: Tamer Cigeroglu DN DN DN DN DN DN DN DN DN DN DN DN DN DN DN OPEN TO LEVEL 88 UP DN DN UP DN DN DN UP DN DN DN DN OPEN TO LEVEL 88 ROOF DOWN DOWN DN DN DN DN DN DN DN DN DN DN EL. 121'-0" OPEN TO LEVEL 111 OPEN TO LEVEL 88 ROOF RAMP DOWN TO LEVEL 113' WOMEN MEN MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING EL. 113'-0" DOWN DOWN DOWN DOWN RAMP DOWN TO LEVEL 113' EL. 121'-0" DN DN DN OPEN TO BELOW D-1 D-2 D-3 DN DN DN DN DN DN DN DN DN DN DN DN DN DN DN OPEN TO LEVEL 88 UP DN DN UP DN DN DN UP DN DN DN DN OPEN TO LEVEL 88 ROOF DOWN DOWN DN DN DN DN DN DN DN DN DN DN EL. 121'-0" OPEN TO LEVEL 111 OPEN TO LEVEL 88 ROOF RAMP DOWN TO LEVEL 113' WOMEN MEN MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING EL. 113'-0" DOWN DOWN DOWN DOWN RAMP DOWN TO LEVEL 113' EL. 121'-0" DN DN DN OPEN TO BELOW D-1 D-2 D-3 DN DN DN DN DN DN DN DN DN DN DN DN DN DN DN OPEN TO LEVEL 88 UP DN DN UP DN DN DN UP DN DN DN DN OPEN TO LEVEL 88 ROOF DOWN DOWN DN DN DN DN DN DN DN DN DN DN EL. 121'-0" OPEN TO LEVEL 111 OPEN TO LEVEL 88 ROOF RAMP DOWN TO LEVEL 113' WOMEN MEN MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING EL. 113'-0" DOWN DOWN DOWN DOWN RAMP DOWN TO LEVEL 113' EL. 121'-0" DN DN DN OPEN TO BELOW D-1 D-2 D-3 DN DN DN DN DN DN DN DN DN DN DN DN DN DN DN OPEN TO LEVEL 88 UP DN DN UP DN DN DN UP DN DN DN DN OPEN TO LEVEL 88 ROOF DOWN DOWN DN DN DN DN DN DN DN DN DN DN EL. 121'-0" OPEN TO LEVEL 111 OPEN TO LEVEL 88 ROOF RAMP DOWN TO LEVEL 113' WOMEN MEN MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING EL. 113'-0" DOWN DOWN DOWN DOWN RAMP DOWN TO LEVEL 113' EL. 121'-0" DN DN DN OPEN TO BELOW D-1 D-2 D-3 AREA OF WORK SHEET INDEX No. IA0.10 IA0.30 IA2.10 IA2.20 IA2.40 IA2.50 IA2.60 IA7.00 IA8.00 IA9.00 Contents Project Information TAS Standards Dustwall Plan Architectural Plan Reflected Ceiling Plan Power Plan Finish Plan Elevations Sections Section Details NOT TO SCALE N Terminal D Key Map

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713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

5051 Westheimer, Suite 430 Houston, Texas 77056

SHEET TITLE

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

COPYRIGHT: 2016 AMB Architects, PLLC

IA0.10HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Project Information

ATU Americas

TD-D

F3 C

hane

l Kio

sk(IA

H) G

eorg

e B

ush

Inte

rcon

tinen

tal A

irpor

tTe

rmin

al D

3700

Nor

th T

erm

inal

Roa

dH

oust

on, T

X 7

7032

2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

1 07-15-16 TIP SUBMISSION

SMARTDESIGN GROUP (US) LTD.Interior Design - Project ManagementSuite 200 - 6010 Wilshire BoulevardLos Angeles, California, USA 90036

Phone: 604.662.7015 Fax: 604.662.7018www.smartdesigngroup.com

CONSULTING ENGINEERSELECTRICAL/MECHANICAL

E/B/E, Inc.

Tel.: (713) 840-0177Fax: (713) 840-8677

Firm Registration No: 5638

N

N

PROJECT LOCATION

Terminal D

Pursuant to 22 TAC 1.103, an Architect's seal on thework of any Consultant(s) retained by the Architectattests only to the Architect's coordination of theConsultant's work with that of the Architect's and doesnot imply the Architect's practice of the Consultant'sspecialty.

MEP1.00 MEP SpecificationsMEP2.00 MEP SpecificationsE1.00 Electrical PlansE2.00 Electrical Schedules

195 usfInterior

Remodel

Yes2 Hour2 Hour2 Hour

Area:Project Scope:

BUSH I.A.H.

HOBBY

DOWNTOWNHOUSTON

10

8

8

8

8

610

610

610

59

5945

288

290

45

10

610

Occupancy Types:Construction Type:Occupancy Load:

SprinkleredStructural Frames:Shaft Enclosures:Floor/Ceiling:

M1A

7

AREA MAP PROJECT TEAM

COORDINATION STATEMENT

M/E/P CONSULTANT

GENERAL NOTES CODE INFORMATIONA) Contract Documents Reference is made to these as Contract Documents, and they are supplemented with the AIA GeneralConditions of the contract for Construction, AIA Documents A201, 1997 edition, as well as the Owner ContractorAgreement. Specifications are included on the plans and are not bound into a separate document.B) Code Compliance All work preformed shall be in compliance with applicable codes and when there is a conflict the most strict willgovern.C) Inspection of Site Carefully examine the premises to determine the extent of work and the condition under which it must be done.No extra payments will be allowed for claims for additional work that should have been included in original inspection.D) Field Conditions If any of the scope of work indicated in these Drawings is not constructible due to conflict with field conditions,coordination items, critical dimensions, etc., it is the Contractor's responsibility to inform the Architect for interpretation andclarification before initiating the work.E) Performance of Work In performing Work described herein and in the structural and MEP drawings of this Work, it will be theContractor's responsibility to repair all existing construction disturbed, relocated or damaged and all new constructioninstalled, as required to hide all evidence of work and to refinish to match existing appearance, UNO.F) Definitions "Architect": AMB Architects "typical": Item so noted to be applicable in similar conditions throughout. "align": Finished faces of materials or assemblies to be located in same plane. "A.F.F.": Abbreviation for above finished floor. "NIC": Work which is Not In Contract, i.e., not the responsibility of the Contractor. "UNO": Abbreviation for unless noted otherwise.G) Relocation of Materials Relocation of any items involved in the Work is subject to the Contractor's ability to do so without permanentlydamaging or marring the items to be relocated. If the Contractor is unable to relocate any item as described herein, heshall substitute new material to match existing in lieu of relocating same. Contractor may also elect to use new materialsto match existing in lieu of relocation of existing for his own convenience.H) Damage The Contractor shall be responsible for the repairs of any accidental damage he or his employees cause. If, forany reason, damage to existing Work or utilities is considered to be unavoidable, submit written notification of this beforesigning the contract. In the absence of such notification, the Contractor assumes full responsibility for damage and thecost of satisfactorily repairing or replacing the damaged Work.I) Substitutions No substitutions are to be made on any specified items without the approval of the Architect. Items which aredescribed generically may be supplied by a number of manufacturers, but it is the contractor's responsibility to ensure thatquality, appearance and function conform to design intent as shown in the drawings.J) Materials And Workmanship Conform to the materials and workmanship requirements as specified by the base building standards for similarmodification work. Install all manufactured items, materials and equipment in strict accordance with the manufacturer'srecommended specifications, except when base building specification is more stringent.K) As-built Documents Contractor shall document as-built conditions when different from construction documents, and shall providesaid documentation to building representative upon completion of tenant construction.L) Floor Leveling In laying out and detailing the work to be built into an existing building interior space, consideration shall be givento variations in the levelness of the floor resulting from existing constructions. Alignment of new construction door headsand other horizontal elements shall be maintained at a constant level and shall not follow variations in the floor plane.Level floors as required using cementations leveling compound. The existing floor should be brought to within 1/4" per 10'-0" at critical areas under millwork, files, special finish materials and transitions, etc. Verify locations with Architect.M) Millwork 1) The millwork contractor shall submit shop drawings and samples to Architect for approval prior to beginningwork. 2) Millwork shop drawings shall call out all materials and finishes. Joints, corners and edges are to be detailed inindividual details. All dimensions, critical or otherwise, are to be called out on the shop drawings. Architect will not reviewdrawings which are incomplete and show minimal detailing. 3) The millwork contractor shall field verify all dimensions and existing conditions. The Architect shall be notifiedimmediately of any discrepancies. 4) All finished work (as far as is practical) shall be assembled and finished in the shop and delivered to the siteready to erect in place. 5) All "installed" cabinets shall be scribed to wall or ceiling without additional overlays. Millwork contractor tocheck job progress. Caulk all joints with walls. 6) Mitered or butted members shall be joined and secured in a manner to ensure against the joint opening. 7) The millwork contractor shall provide rubber bumper stops on all cabinet doors and drawers. 8) Where files are shown as being set into cabinet work, the millwork contractor shall set and bolt all filestogether.N) Fire Extinguishers Provide fire extinguishers as required by city code on all sprinkled floors. Fire extinguisher to be"Larson" 10 pound type ABC.

International Building Code, 2012 w/ City of Houston Building Code AmendmentsAmericans with Disabilities Act, 1990Texas Accessibility Standards, 2012ASHRAE 90.1, (2007) StandardUniform Mechanical Code, 2012 w/ City of Houston Building Code AmendmentsUniform Plumbing Code, 2012 w/ City of Houston Building Code AmendmentsNational Electrical Code, 2014 w/ City of Houston Building Code Amendments

KEY MAP

BUILDING OWNER REPRESENTATIVE

ARCHITECT

M/E/P ENGINEER

Houston Airport SystemTel: 281.233.1803Email: [email protected]: Rod Touchet

E/B/E24 Greenway Plaza, Suite 600Houston, TX 77046Tel:713-840-0177Email: [email protected]: Kevin Bruns

AMB Architects5051 Westheimer, Suite 430Houston, TX 77056Tel:713.350.3400Email: [email protected]: Catherine KruegerArchitect: Alyssia Makarewicz A.I.A.

PRIME CONSULTANT

1150 Station Street, Suite 102Vancouver, BC V6A 4C7CanadaTel:778.945.1250Email: [email protected]: Rob Schneeweiss D.I.D.

CLIENT

ATU Americas, LLC1704 Rankin Road, Suite 110Houston, Texas 77073Tel: 1.202.277.4848Email: [email protected]: Tamer Cigeroglu

FF

FF

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DNOPEN TO LEVEL 88

UP

DN

DN UP

DN

DN

DN

UP

DN

DN

DN

DN

OPEN TO LEVEL 88

ROOF

DOWN

DOWN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

EL. 121'-0"

OPEN TO LEVEL 111

OPEN TO LEVEL 88

ROOF

RAMP DOWN TO LEVEL 113'

FHC

FHC

WOMENMEN

MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING

EL. 113'-0"

DOWN

DOWNDOWN

DOWN

RAMP DOWN TO LEVEL 113' EL. 121'-0"

DN

DN DN

OPEN TO BELOW

D-1 D-2 D-3

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DNOPEN TO LEVEL 88

UP

DN

DN UP

DN

DN

DN

UP

DN

DN

DN

DN

OPEN TO LEVEL 88

ROOF

DOWN

DOWN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

EL. 121'-0"

OPEN TO LEVEL 111

OPEN TO LEVEL 88

ROOF

RAMP DOWN TO LEVEL 113'

FHC

FHC

WOMENMEN

MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING

EL. 113'-0"

DOWN

DOWNDOWN

DOWN

RAMP DOWN TO LEVEL 113' EL. 121'-0"

DN

DN DN

OPEN TO BELOW

D-1 D-2 D-3

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DNOPEN TO LEVEL 88

UP

DN

DN UP

DN

DN

DN

UP

DN

DN

DN

DN

OPEN TO LEVEL 88

ROOF

DOWN

DOWN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

EL. 121'-0"

OPEN TO LEVEL 111

OPEN TO LEVEL 88

ROOF

RAMP DOWN TO LEVEL 113'

FHC

FHC

WOMENMEN

MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING

EL. 113'-0"

DOWN

DOWNDOWN

DOWN

RAMP DOWN TO LEVEL 113' EL. 121'-0"

DN

DN DN

OPEN TO BELOW

D-1 D-2 D-3

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DNOPEN TO LEVEL 88

UP

DN

DN UP

DN

DN

DN

UP

DN

DN

DN

DN

OPEN TO LEVEL 88

ROOF

DOWN

DOWN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

EL. 121'-0"

OPEN TO LEVEL 111

OPEN TO LEVEL 88

ROOF

RAMP DOWN TO LEVEL 113'

FHC

FHC

WOMENMEN

MATCHLINE SEE TERMINAL C LEVEL 2 DRAWING

EL. 113'-0"

DOWN

DOWNDOWN

DOWN

RAMP DOWN TO LEVEL 113' EL. 121'-0"

DN

DN DN

OPEN TO BELOW

D-1 D-2 D-3

AREA OF WORK

SHEET INDEXNo.IA0.10IA0.30IA2.10IA2.20IA2.40IA2.50IA2.60IA7.00IA8.00IA9.00

ContentsProject InformationTAS StandardsDustwall PlanArchitectural PlanReflected Ceiling PlanPower PlanFinish PlanElevationsSectionsSection Details

NOT TO SCALE NTerminal D Key Map

shaneb
Typewritten Text
501-06-17AS-BUILT

713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

5051 Westheimer, Suite 430 Houston, Texas 77056

SHEET TITLE

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

COPYRIGHT: 2016 AMB Architects, PLLC

IA0.30HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

TAS Standards

ATU Americas

TD-D

F3 C

hane

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Inte

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tinen

tal A

irpor

tTe

rmin

al D

3700

Nor

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erm

inal

Roa

dH

oust

on, T

X 7

7032

2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 8/19/2016

4 08-19-16 PERMIT + PRICING

1 07-15-16 TIP SUBMISSION

12" MIN 24" MIN

30" M

IN.

30" M

IN.

27" MAX.

60" MIN.

MEN

MEN

Chapter 4: ACCESSIBLE ROUTES

602 DRINKING FOUNTAINS

405 RAMPS

604 WATER CLOSETS AND TOILET COMPARTMENTS

Chapter 5: PARKING AND PASSENGER LOADING ZONES

704 - PUBLIC TELEPHONES

803 - DRESSING AND FITTING ROOMS

902 - DINING SURFACES AND WORK SURFACES

707 - AUTOMATIC TELLER MACHINES

404 DOORS, DOORWAYS, AND GATES

609 - GRAB BARS

700 - ALARMS

410 PLATFORM LIFTS

504 STAIRS

407 ELEVATORS

603 TOILET AND BATHING ROOMS

608 SHOWER COMPARTMENTS

10" M

AX

48" M

AX

48" MIN.

30" M

IN.

27" M

AX

8" MAX

(FRO

NT)4

8"MA

X60

"c

36" MIN.

17" MIN.

17" MIN.

19" MAX.48" MIN.

30" M

IN.

9" M

IN

34" M

AX40

" MAX

.

6" MAX.27

" MIN

29" M

IN8" MIN.

y

x

1

2

1/4" M

AX.

1/4"

48"

36"

36"

16-1

8"

full d

epth

of sta

ll

15"-16"

1 1/2" max

1 1/2"

max

14"-1

5"

48"m

ax

38" m

in.

33-3

6"

(SID

E) 48

"

15" M

IN

36" M

IN.

60"

12" MAX.

6" M

AX.

59" MIN. W/ FLOOR MTD. W.C.56" MIN. W/ WALL MTD. W.C.

16-1

8"

36" M

IN.

60"

59" MIN. W/ FLOOR MTD. W.C.56" MIN. W/ WALL MTD. W.C.

clear floorspace

6" M

AX.

B. If seating for people in wheelchairs is provided at fixed tables or counters, knee spaceat least 27" high, 30" wide and 19" deep shall be provided.

A. If seating spaces for people in wheelchairs are provided at fixed tables or counters,clear floor space of 30" x 48" shall be provided. Floor space shall not overlap requiredknee space by more than 19".

C. Maximum height shall be 46" for side reach over an obstruction 34" maximum high and 24" maximum deep.

B. If the forward reach is over an obstruction (with knee space equal to or greater thanreach distance) 20"-25" deep the maximum height shall be 44"; if the obstruction is lessthan 20", maximum height shall be 48".

A. The highest operable part of the telephone shall be 48" maximum above the floorwhere a forward reach is required, and 48" maximum where a side reach is required.

Letter & numbers on signs shall have a width to heightratio of between 3:5 & 1:1 and a stroke - width to heightratio between 1:5 & 1:10. Letters and numbers shall beraised 1/32", upper case, sans serif or simple serif typeand shall be accompanied with grade 2 Braille, rasiedcharacters shall be at least 5/8" high, but no higher than2".

(Children's heights: highest operable part: frontal: 42" max., ages 4-11 yr. 45" max., ages 11-15 yr. side: 48" max., ages 4-11 yr. 51" max., ages 11-15 yr.)

B. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces.C. Edges shall have a radius of 1/8" minimum.

clear floor space

seat

wal

l

back

36" x 36" SHOWER STALL

Light switchThermostats, Etc.

Convenience OutletsData, Tel., Etc.

TAS SECTIONS 403.5.3 - PASSING SPACEAn accessible route with a clear width less than 60 inches (1525 mm) shall provide passingspaces at intervals of 200 feet (61 m) maximum.

clear floor space

30" x 60" SHOWER STALL

A. Where a forward reach is required, accessible storage spaces shall be 48" max. and 15"min. above the floor. If the forward reach is over an obstruction (with knee space equal to orgreater than reach distance) 20"-25" deep, the maximum height shall be 44"; if theobstruction is less than 20", maximum height shall be 48".

side

1. Bending stress induced by maximum bending moment from application of 250 lbfshall be less than allowable stress for material used.

2. Shear stress induced by application of 250 lbf shall be less than allowable shearstress for material used. If connection between grab bar and mounting bracket isconsidered to be fully restrained, then direct and torsional shear stresses shall betotaled for the combined shear stress, which shall not exceed the allowable shearstress.

3. Shear force induced in a fastener or mounting device from application of 250 lbf shallbe less than allowable lateral load of either the fastener or mounting device or thesupporting structure, whichever is the smaller allowable load.

4. Tensile force induced in a fastener by a direct tension force of 250 lbf plus themaximum moment from the application of 250 lbf shall be less than the allowablewithdrawal load between the fastener and the supporting structure.

5. Grab bars shall not rotate within their fittings.

A. Grab bars and mounting devices shall meet the following requirements:

B. Where a side reach is provided, accessible storage spaces shall be 48" max. and 15"min. above the floor. Maximum height shall be 44" for side reach over an obstruction 34"max. high and 24" max. deep.

C. Clothes rods or shelves shall be a maximum 48" above floor where a side reach isrequired.

side

D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as atclosets with inaccessible doors) the following criteria shall be met:

1. Shelves: Reach: 21" maximum; height: 48" maximum, 15" minimum.2. Clothes rods: reach 21" maximum; height: 48" maximum.

International Symbol ofAccessibilty

TAS SECTION 602.3 - OPERABLE PARTSOperable parts shall comply with 309.

TAS SECTION602.4 - SPOUT HEIGHTSpout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground.

TAS SECTION602.5 - SPOUT LOCATIONThe spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 inches(125 mm) maximum from the front edge of the unit, including bumpers.

TAS SECTION 602.6 - WATER FLOWThe spout shall provide a flow of water 4 inches (100 mm) high minimum and shall be located 5inches (125 mm) maximum from the front of the unit. The angle of the water stream shall bemeasured horizontally relative to the front face of the unit. Where spouts are located less than3 inches (75 mm) of the front of the unit, the angle of the water stream shall be 30 degreesmaximum. Where spouts are located between 3 inches (75 mm) and 5 inches (125 mm)maximum from the front of the unit, the angle of the water stream shall be 15 degreesmaximum.

TAS SECTION 602.7 - DRINKING FOUNTAINS FOR STANDING PERSONSSpout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimumand 43 inches (1090 mm) maximum above the finish floor or ground.

C. Changes in level > than 1/2" shall be accomplished by means of a ramp thatcomplies with 4.7 or 4.8.

TAS SECTIONS 303.3 - BEVELEDChanges in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) highmaximum shall be beveled with a slope not steeper than 1:2.

TAS SECTIONS - MIRROR

B. Forward approach only: controls within forward approach specified in 309.

TAS SECTION 902.2 - CLEAR FLOOR OR GROUND SPACEA clear floor space complying with 305 positioned for a forward approach shall be provided.Knee and toe clearance complying with 306 shall be provided.

TAS SECTION 902.3 - HEIGHTThe tops of dining surfaces and work surfaces shall be 28 inches (710 mm) minimum and 34inches (865 mm) maximum above the finish floor or ground.

TAS SECTION 902.4 -DINING SURFACES AND WORK SURFACES FOR CHILDREN'SUSEAccessible dining surfaces and work surfaces for children's use shall comply with 902.4.

TAS SECTION 902.4.1 - CLEAR FLOOR AND GROUND SPACEA clear floor space complying with 305 positioned for forward approach shall be provided.Knee and toe clearance complying with 306 shall be provided, except that knee clearance 24inches (610 mm) minimum above the finish floor or ground shall be permitted. 902.4.2 Height.The tops of tables and counters shall be 26 inches (660 mm) minimum and 30 inches (760mm) maximum above the finish floor or ground.

904 - Check-Out Aisles and Sales and Service Counters

TAS SECTION 904.1- GENERALCheck-out aisles and sales and service counters shall comply with the applicablerequirements of 904.

TAS SECTION 904.2 - APPROACHAll portions of counters required to comply with 904 shall be located adjacent to a walkingsurface complying with 403.

TAS SECTION 904.3 - CHECK-OUT AISLESCheck-out aisles shall comply with 904.3.

TAS SECTION 904.3.1- AISLEAisles shall comply with 403.

TAS SECTION 904.3.2 - COUNTERThe counter surface height shall be 38 inches (965 mm) maximum above the finish floor orground. The top of the counter edge protection shall be 2 inches (51 mm) maximum abovethe top of the counter surface on the aisle side of the check-out counter.

TAS SECTION 904.4.1 - PARALLEL APPROACHA portion of the counter surface that is 36 inches (915 mm) long minimum and 36 inches (915mm) high maximum above the finish floor shall be provided. A clear floor or ground spacecomplying with 305 shall be positioned for a parallel approach adjacent to the 36 inch (915mm) minimum length of counter.

TAS SECTION 904.4.2 - FORWARD APPROACHA portion of the counter surface that is 30 inches (760 mm) long minimum and 36 inches (915mm) high maximum shall be provided. Knee and toe space complying with 306 shall beprovided under the counter. A clear floor or ground space complying with 305 shall bepositioned for a forward approach to the counter.

(Children's knee space: 26" min., ages 4-11 yr. 27" min., ages 11-15 yr.)

(Children's heights: 28"-30", ages 4-11 yr. 28"-32", ages 11-15 yr.)

TAS SECTIONS 803.4 - BENCH

TAS SECTION 404.2.3 - CLEAR WIDTHDoor openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings ofdoorways with swinging doors shall be measured between the face of the door and the stop, withthe door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clearopening of 36 inches (915 mm) minimum. There shall be no projections into the required clearopening width lower than 34 inches (865 mm) above the finish floor or ground. Projections intothe clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finishfloor or ground shall not exceed 4 inches (100 mm).

TAS SECTION 404.2.4 - MANEUVERING CLEARANCESMinimum maneuvering clearances at doors and gates shall comply with 404.2.4. Maneuveringclearances shall extend the full width of the doorway and the required latch side or hinge sideclearance.

TAS SECTION 404.2.4.3 - RECESSED DOORS AND GATESManeuvering clearances for forward approach shall be provided when any obstruction within 18inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond theface of the door, measured perpendicular to the face of the door or gate.

TAS SECTION 404.2.6 - DOORS IN SERIES AND GATES IN SERIESThe distance between two hinged or pivoted doors in series and gates in series shall be 48inches (1220 mm) minimum plus the width of doors or gates swinging into the space.

TAS SECTION 404.2.7 - DOOR AND GATE HARDWAREHandles, pulls, latches, locks, and other operable parts on doors and gates shall comply with309.4. Operable parts of such hardware shall be 34 inches (865 mm) minimum and 48 inches(1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully openposition, operating hardware shall be exposed and usable from both sides.

TAS SECTION 404.2.8.1 - DOOR CLOSERS AND GATE CLOSERSDoor closers and gate closers shall be adjusted so that from an open position of 90 degrees, thetime required to move the door to a position of 12 degrees from the latch is 5 seconds minimum.

TAS SECTION 404.2.8.2 - SPRING HINGESDoor and gate spring hinges shall be adjusted so that from the open position of 70 degrees, thedoor or gate shall move to the closed position in 1.5 seconds minimum.

TAS SECTION 404.2.9 - DOOR AND GATE OPENING FORCEFire doors shall have a minimum opening force allowable by the appropriate administrativeauthority. The force for pushing or pulling open adoor or gate other than fire doors shall be as follows:

1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.2. Sliding or folding doors: 5 pounds (22.2 N) maximum.

These forces do not apply to the force required to retract latch bolts or disengage other devicesthat hold the door or gate in a closed position.

TAS SECTION 404.3.2 - MANEUVERING CLEARANCEClearances at power-assisted doors and gates shall comply with 404.2.4. Clearances atautomatic doors and gates without standby power and serving an accessible means of egressshall comply with 404.2.4.

TAS SECTION 404.3.7 - REVOLVING DOORS, REVOLVING GATES, AND TURNSTILESRevolving doors, revolving gates, and turnstiles shall not be part of an accessible route.

(Children's heights: 14"-15", ages 4-11 yr. 15"-17", ages 11-15 yr.)

(Children's reach: frontal approach:42" max. AFF., ages 4-11 yr. 45" max. AFF., ages 11-15 yr. side approach, distance from wheelchair: 0"-10" ---48" max. AFF, ages 4-11 yr. 51" max. AFF, ages 11-15 yr. 10"-21" --- 42" max. AFF, ages 4-11 yr. 45" max. AFF, ages 11-15 yr.)

1. The space between grab bars and adjacent walls shall be 1-1/2"

A. Diameter or width of gripping surface shall be 1-1/4" to 1-1/2", or the shape shall providean equivalent gripping surface.

TAS SECTION - AUDIBLE ALARMS

A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalentsound level in the room or space by at least 15 dba or exceeds any maximum sound levelwith a duration of 60 seconds by 5 dba, whichever is louder.

Visual Alarm appliances shall have the following features:

TAS SECTION - VISUAL ALARMS

1. The lamp shall be a xenon strobe type or equilavent.

2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light).

3. The maximum pulse duration shall be two-tenths of one second with a maximumduty cycle of 40%. (The pulse duration is defined as the time interval between initialand final points of 10% of max signal)

4. The intensity shall be a minimum of 75 candela.

5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz.

6. The appliance shall be placed 80" above the highest floor level withinthe space or 6" below the ceiling, whichever is lower.

7. In general, no place in any room or space shall be more than 50' from the signal(measured in a horizontal plane).

B. Sound levels for alarm signals shall not exceed 120 dba.

A. Visual alarm signal appliances shall be integrated into the building or facility alarmsystem. If single station audible alarms are provided then single station visual alarm signals shall be provided.

a. In large rooms and spaces exceeding 100' across, without obstructions 6'above the finished floor, such as auditoriums, devices may be place around theperimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling.

8. No place in common corridors or hallways shall be more than 50' from the signal.

A. When required, visual alarms shall be provided in each of the following areas, as aminimum: restrooms and any other general usage areas (e.g., meeting rooms), hallways,lobbies, and any other area for common use.

TAS SECTION - GENERAL

TAS SECTIONS 410.1 - GENERALPlatform lifts shall comply with ASME A18.1 (1999 edition or 2003 edition) (incorporated byreference, see "Referenced Standards" in Chapter 1). Platform lifts shall not be attendant-operated and shall provide unassisted entry and exit from the lift.

Advisory 410.1 - GENERALInclined stairway chairlifts and inclined and vertical platform lifts are available for short-distancevertical transportation. Because an accessible route requires an 80 inch (2030 mm) verticalclearance, care should be taken in selecting lifts as they may not be equally suitable for use bypeople using wheelchairs and people standing. If a lift does not provide 80 inch (2030 mm)vertical clearance, it cannot be considered part of an accessible route in new construction.

SHOWER SEAT DETAIL

control wallnote: at 30 x 60 stall, shower head & controlarea may be on back (long) wall as shown oron either side wall

areacontrol

TAS SECTIONS 603.2 - CLEARANCESClearances shall comply with 603.2.

TAS SECTIONS 603.2.1 - TURNING SPACETurning space complying with 304 shall be provided within the room.

TAS SECTIONS 603.2.2 - OVERLAPRequired clear floor spaces, clearance at fixtures, and turning space shall be permitted tooverlap.

TAS SECTIONS 603.2.3 - DOOR SWINGDoors shall not swing into the clear floor space or clearance required for any fixture. Doors shallbe permitted to swing into the required turning space.

TAS SECTIONS 603.3 - MIRRORSMirrors located above lavatories or countertops shall be installed with the bottom edge of thereflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors notlocated above lavatories or countertops shall be installed with the bottom edge of the reflectingsurface 35 inches (890 mm) maximum above the finish floor or ground.

A. A full-length mirror, measuring at least 18" wide by 54" high, shall be mounted in aposition affording a view to a person on the bench as well as to a person in a standingposition.

A. Every accessible dressing room shall have a 24"x 48" bench fixed to the wall alongthe longer dimension. The bench shall be mounted 17" to 19" above the finish floor.

C. Parallel approach: controls within unobstructed reach range from clear floor space atprotrusion of teller machine surround per table as follows:

A. Floor space shall comply with 308 to allow a forward, parallel approach or both.

C. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor.

TAS SECTIONS 403.5.1 - CLEAR WIDTHExcept as provided in 403.5.2 and 403.5., the clear width of walking of walking surfaces shall be36 inches (915mm) minimum.

TAS SECTIONS 403.5.2 - CLEAR WIDTH AT TURNWhere the accessible route makes a 180 degree turn around an element which is less than 48inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn,48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn.

TAS SECTIONS 304.3.1 - CIRCULAR SPACEWhere the accessible route makes a 180 degree turn around an element which is less than 48inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn,48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn.

TAS SECTIONS 305.3 - SIZEThe clear floor or ground space shall be 30 inches (760 mm) minimum by 48 inches (1220 mm)minimum.

308 - REACH RANGES

308.3 - SIDE REACHTAS SECTION 308.3.1 - UNOBSTRUCTEDWhere a clear floor or ground space allows a parallel approach to an element and the side reachis unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low sidereach shall be 15 inches (380 mm) minimum above the finish floor or ground.

TAS SECTION 308.3.2 - OBSTRUCTED HIGH REACHWhere a clear floor or ground space allows a parallel approach to an element and the high sidereach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximumand the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shallbe 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where thereach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm)maximum for a reach depth of 24 inches (610 mm) maximum.

303 CHANGES IN LEVEL

TAS SECTIONS 303.2 - VERTICALChanges in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical.

303.3 - BEVELEDChanges in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) highmaximum shall be beveled with a slope not steeper than 1:2.

302.2 - CARPETCarpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backingor no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile,or level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed edgesof carpet shall be fastened to floor surfaces and shall have trim on the entire length of theexposed exposed edge. Carpet edge trim shall comply with 303.

GENERAL CHANGES IN LEVEL

B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2.A. Changes in level up to 1/4" may be vertical and without edge treatment.

TAS SECTIONS 307.2 - PROTRUSION LIMITSObjects with leading edges more than 27 inches (685 mm) and not more than 80 inches (2030mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontallyinto the circulation path.

EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (115 mm) maximum.

TAS SECTIONS 307.3 - POST-MOUNTED OBJECTSFree-standing objects mounted on posts or pylons shall overhang circulationpaths 12 inches (305 mm) maximum when located 27 inches (685 mm) minimum and 80 inches(2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction ismounted between posts or pylons and the clear distance between the posts or pylons is greaterthan 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (685mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground.

TAS SECTIONS 307.4 - VERTICAL CLEARANCEVertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriersshall be provided where the vertical clearance is less than 80 inches (2030 mm) high. Theleading edge of such guardrail or barrier shall be located 27 inches (685 mm) maximum abovethe finish floor or ground.

EXCEPTION: Door closers and door stops shall be permitted to be 78 inches (1980 mm)minimum above the finish floor or ground.

307 PROTRUDING OBJECTS

TAS SECTONS 403.5 - CLEARANCESWalking surfaces shall provide clearances complying with 403.5

EXCEPTION: Within emplyoee work areas, clearances on common use circulation paths shallbe permitted to be decreased by work area equipment provided that the decrease is essentialto the function of the work being performed.

TAS SECTIONS 403.3 - SLOPEThe running slope of walking surfaces shall not be steeper than 1:20. The cross slope ofwalking surfaces shall not be steeper than 1:48.

40" - 42" MIN.

A. Storage areas may be 30" in depth or less. If more than 30" in depth then area mustallow 60" diameter of clear floor space for turning.

54" MIN.

EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm)minimum for a length of 24 inches (610 mm) maximum provided that reduced widthsegments are separated by segments that are 48 inches (1220 mm) long minimum and 36inches (915 mm) wide minimum.

TAS SECTION 502.5 - VERTICAL CLEARANCEParking spaces for vans and access aisles and vehicular routes serving them shall provide avertical clearance of 98 inches (2490 mm) minimum.

ADVISORY 502.5 - VERTICAL CLEARANCESigns provided at entrances to parking facilities informing drivers of clearances and the locationof van accessible parking spaces can provide useful customer assistance.

TAS SECTIONS 405.2 - SLOPERamp runs shall have a running slope not steeper than 1:12.

TAS SECTIONS 405.3 - CROSS SLOPECross slope of ramp runs shall not be steeper than 1:48.

TAS SECTIONS 405.5 - CLEAR WIDTHThe clear width of a ramp run and, where handrails are provided, the clear width betweenhandrails shall be 36 inches (915 mm) minimum.

TAS SECTIONS 405.6 - RISEThe rise for any ramp run shall be 30 inches (760 mm) maximum.

TAS SECTIONS 405.7 - LANDINGSRamps shall have landings at the top and the bottom of each ramp run. Landings shall complywith 405.7.

TAS SECTIONS 405.7.1 - SLOPELandings shall have slope no steeper than 1:48. Changes in level are not permitted.

TAS SECTIONS 407.1 - GENERALElevators shall comply with 407 and with ASME A17.1 (incorporated by reference, see"Referenced Standards" in Chapter 1). They shall be passenger elevators as classified by ASMEA17.1. Elevator operation shall be automatic.

EXCEPTION: Existing conditions don't have to comply

TAS SECTIONS 407.2.1.2 - SIZECall buttons shall be 3/4 inch (19 mm) minimum in the smallest dimension.

TAS SECTIONS 407.2.2.1 - VISIBLE AND AUDIBLE SIGNALSA visible and audible signal shall be provided at each hoistway entrance to indicate which car isanswering a call and the car's direction of travel. Where in-car signals are provided, they shall bevisible from the floor area adjacent to the hall call buttons.

TAS SECTIONS 407.2.2.2 - VISIBLE SIGNALSVisible signal fixtures shall be centered at 72 inches (1830 mm) minimum above the finish floor orground. The visible signal elements shall be 2 1/2 inches (64 mm) minimum measured along thevertical centerline of the element. Signals shall be visible from the floor area adjacent to the hallcall button.

TAS SECTIONS 407.2.3.1 - FLOOR DESIGNATIONFloor designations complying with 703.2 and 703.4.1 shall be provided on both jambs of elevatorhoistway entrances. Floor designations shall be provided in both tactile characters and braille.Tactile characters shall be 2 inches (51 mm) high minimum. A tactile star shall be provided onboth jambs at the main entry level.

TAS SECTIONS 407.4.7.1.3 - SYMBOLSThe control button for the emergency stop, alarm, door open, door close, main entry floor, andphone, shall be identified with tactile symbols as shown in Table 407.4.7.1.3.

TAS SECTIONS 407.4.8.1.1 - SIZECharacters shall be 1/2 inch (13 mm) high minimum.

TAS SECTIONS 407.4.8.2.2 - SIGNAL LEVELThe verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB,measured at the annunciator.

TAS SECTIONS 504.1 - GENERALStairs that are part of the means of egress is required to comply with 504.

TAS SECTIONS 504.2 - TREADS AND RISERSAll steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risersshall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shallbe 11 inches (280 mm) deep minimum.

TAS SECTIONS 504.3 - OPEN RISERSOpen risers are not permitted.

TAS SECTIONS 504.4 - TREAD SURFACEStair treads shall comply with 302. Changes in level are not permitted.

TAS SECTIONS 504.5 - NOSINGSThe radius of curvature at the leading edge of the tread shall be 1/2 inch (13 mm) maximum.Nosings that project beyond risers shall have the underside of the leading edge curved orbeveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximumfrom vertical. The permitted projection of the nosing shall extend 1 1/2 inches (38 mm)maximum over the tread below.

TAS SECTIONS 504.6 - HANDRAILSStairs shall have handrails complying with 505.

505 HANDRAILSTAS SECTIONS 505.1 General. Handrails provided along walking surfaces complying with403, required at ramps complying with 405, and required at stairs complying with 504 shallcomply with 505.

Advisory 505.1 General. Handrails are required on ramp runs with a rise greater than 6 inches(150 mm) (see 405.8) and on certain stairways (see 504). Handrails are not required onwalking surfaces with running slopes less than 1:20. However, handrails are required to complywith 505 when they are provided on walking surfaces with running slopes less than 1:20 (see403.6). Sections 505.2, 505.3, and 505.10 do not apply to handrails provided on walkingsurfaces with running slopes less than 1:20 as these sections only reference requirements forramps and stairs.

505.2 Where Required. Handrails shall be provided on both sides of stairs and ramps.

TAS SECTIONS 505.3 - CONTINUITYHandrails shall be continuous within the full length of each stair flight or ramp run. Insidehandrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs.

TAS SECTIONS 505.4 - HEIGHTTop of gripping surfaces of handrails shall be 34 inches (865 mm) minimum and 38 inches (965mm) maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrailsshall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces.

TAS SECTIONS 505.5 - CLEARANCEClearance between handrail gripping surfaces and adjacent surfaces shall be 1/2 inches (38mm) minimum. 1

TAS SECTIONS 505.6 - GRIPPING SURFACEHandrail gripping surfaces shall be continuous along their length and shall not be obstructedalong their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed formore than 20 percent of their length. Where provided, horizontal projections shall occur 1 1/2inches (38 mm) minimum below the bottom of the handrail gripping surface.

TAS SECTIONS 505.7.1 - CIRCULAR CROSS SECTIONHandrail gripping surfaces with a circular cross section shall have an outside diameter of 1 1/4inches (32 mm) minimum and 2 inches (51 mm) maximum.

Chapter 6: PLUMBING ELEMENTS AND FACILITIES

TAS SECTION 604.2 - LOCATIONThe water closet shall be positioned with a wall or partition to the rear and to one side. Thecenterline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm)maximum from the side wall or partition, except that the water closet shall be 17 inches (430mm) minimum and 19 inches (485 mm) maximum from the side wall or partition in theambulatory accessible toilet compartment specified in 604.8.2. Water closets shall be arrangedfor a left-hand or right-hand approach.

TAS SECTION 604.3.1 - SIZEClearance around a water closet shall be 60 inches (1525 mm) minimum measuredperpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicularfrom the rear wall.

TAS SECTION 604.3.2 - OVERLAPThe required clearance around the water closet shall be permitted to overlap the water closet,associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves,accessible routes, clear floor space and clearances required at other fixtures, and the turningspace. No other fixtures or obstructions shall be located within the required water closetclearance.

TAS SECTION 604.4 - SEATSThe seat height of a water closet above the finish floor shall be 17 inches (430 mm) minimumand 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprungto return to a lifted position.

TAS SECTION 604.5 - GRAB BARSGrab bars for water closets shall comply with 609. Grab bars shall be provided on the side wallclosest to the water closet and on the rear wall.

TAS SECTION 604.5.1 - SIDE WALLThe side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12 inches (305mm) maximum from the rear wall and extending 54 inches (1370 mm) minimum from the rearwall.

TAS SECTION 604.5.2 - REAR WALLThe rear wall grab bar shall be 36 inches (915 mm) long minimum and extend from thecenterline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610mm) minimum on the other side.

EXCEPTIONS:1. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered onthe water closet, where wall space does not permit a length of 36 inches (915 mm) minimumdue to the location of a recessed fixture adjacent to the water closet.2. Where an administractive authority requires flush controls for flush valves to be located in aposition that conflicts with the location of the rear grab bar, then the rear grab bar shall bepermitted to be split or shifted to the open side of the toilet area.(1650 mm)deep

36" MIN.

33"-3

6"

17"-1

9"

15" M

IN.

42" MIN 6" MAX.

33"-3

6"

12"54" MIN

7-9"

CL

TAS SECTION 604.8.1.5 - GRAB BARSGrab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be providedand shall be located on the wall closest to the water closet. In addition, a rear-wall grab barcomplying with 604.5.2 shall be provided.

TAS SECTION 604.8.2 - AMBULATORY ACCESSIBLE COMPARTMENTSAmbulatory accessible compartments shall comply with 604.8.2.

TAS SECTION 604.8.2.1 - SIZEAmbulatory accessible compartments shall have a depth of 60 inches (1525 mm) minimum anda width of 35 inches (890 mm) minimum and 37 inches (940 mm) maximum.

TAS SECTION 604.8.2.2 - DOORSToilet compartment doors, including door hardware, shall comply with 404, except that if theapproach is to the latch side of the compartment door, clearance between the door side of thecompartment and any obstruction shall be 42 inches (1065 mm) minimum. The door shall beself-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door nearthe latch. Toilet compartment doors shall not swing into the minimum required compartmentarea.

TAS SECTION 604.8.2.3 - GRAB BARSGrab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be providedon both sides of the compartment.

605 URINALS

TAS SECTION 605.3 - CLEAR FLOOR SPACEA clear floor or ground space complying with 305 positioned for forward approach shall beprovided.

TAS SECTION 605.4 - FLUSH CONTROLSFlush controls shall be hand operated or automatic. Hand operated flush controls shall complywith 309.

TAS SECTION 606.2 - CLEAR FLOOR SPACEA clear floor space complying with 305, positioned for a forward approach, and knee and toeclearance complying with 306 shall be provided.

TAS SECTION 606.3 - HEIGHTLavatories and sinks shall be installed with the front of the higher of the rim or counter surface34 inches (865 mm) maximum above the finish floor or ground.

TAS SECTION 606.4 - FAUCETSControls for faucets shall comply with 309. Hand-operated metering faucets shall remain openfor 10 seconds minimum.

TAS SECTION 606.5 - EXPOSED PIPES AND SURFACESWater supply and drain pipes under lavatories and sinks shall be insulated or otherwiseconfigured to protect against contact. There shall be no sharp or abrasive surfaces underlavatories and sinks.

606 LAVATORIES AND SINKS

607 BATHTUBSTAS SECTION 607.2 - CLEARANCEClearance in front of bathtubs shall extend the length of the bathtub and shall be 30 inches(760 mm) wide minimum. A lavatory complying with 606 shall be permitted at the control end ofthe clearance. Where a permanent seat is provided at the head end of the bathtub, theclearance shall extend 12 inches (305 mm) minimum beyond the wall at the head end of thebathtub.

TAS SECTION 607.3 - SEATA permanent seat at the head end of the bathtub or a removable in-tub seat shall be provided.Seats shall comply with 610.

TAS SECTION 607.4 - GRAB BARSGrab bars for bathtubs shall comply with 609 and shall be provided in accordance with 607.4.1or 607.4.2.

TAS SECTION 607.4.1 - BATHTUBS WITH PERMANENT SEATSFor bathtubs with permanent seats, grab bars shall be provided in accordance with 607.4.1.

TAS SECTION 608.2 - SIZE AND CLEARANCES FOR SHOWER COMPARTMENTSShower compartments shall have sizes and clearances complying with 608.2.

TAS SECTION 608.2.1 - TRANSFER TYPE SHOWER COMPARTMENTSTransfer type shower compartments shall be 36 inches (915 mm) by 36 inches (915 mm) clearinside dimensions measured at the center points of opposing sides and shall have a 36 inch(915 mm) wide minimum entry on the face of the shower compartment. Clearance of 36 inches(915 mm) wide minimum by 48 inches (1220 mm) long minimum measured from the controlwall shall be provided.

TAS SECTION 608.2.2 - STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS Standardroll-in type shower compartments shall be 30 inches (760 mm) wide minimum by 60 inches(1525 mm) deep minimum clear inside dimensions measured at center points of opposingsides and shall have a 60 inches (1525 mm) wide minimum entry on the face of the showercompartment.

TAS SECTION 608.2.2.1 - CLEARANCEA 30 inch (760 mm) wide minimum by 60 inch (1525 mm) long minimum clearance shall beprovided adjacent to the open face of the shower compartment.

TAS SECTION 608.3 - GRAB BARSGrab bars shall comply with 609 and shall be provided in accordance with 608.3. Wheremultiple grab bars are used, required horizontal grab bars shall be installed at the same heightabove the finish floor.

TAS SECTION 608.3.1 - TRANSFER TYPE SHOWER COMPARTMENTSIn transfer type compartments, grab bars shall be provided across the control wall and backwall to a point 18 inches (455 mm) from the control wall.

CHAPTER 7: COMMUNICATION ELEMENTS AND FEATURES702 FIRE ALARM SYSTEMS

TAS SECTION 703.1 - GENERALSigns shall comply with 703. Where both visual and tactile characters are required, either onesign with both visual and tactile characters, or two separate signs, one with visual, and one withtactile characters, shall be provided.

TAS SECTION 703.2 - RAISED CHARACTERSRaised characters shall comply with 703.2 and shall be duplicated in braille complying with703.3. Raised characters shall be installed in accordance with 703.4.

TAS SECTION 703.2.1 - DEPTHRaised characters shall be 1/32 inch (0.8 mm) minimum above their background.

TAS SECTION 703.2.2 - CASECharacters shall be uppercase.

TAS SECTION 703.2.3 - STYLECharacters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative,or of other unusual forms.

TAS SECTION 703.2.4 - CHARACTER PROPORTIONSCharacters shall be selected from fonts where the width of the uppercase letter "O" is 55percent minimum and 110 percent maximum of the height of the uppercase letter "I".

TAS SECTION 703.2.5 - CHARACTER HEIGHTCharacter height measured vertically from the baseline of the character shall be 5/8 inch (16mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter "I".

TAS SECTION 703.2.6 - STROKE THICKNESSStroke thickness of the uppercase letter "I" shall be 15 percent maximum of the height of thecharacter.

TAS SECTION 703.2.7 - CHARACTER SPACINGCharacter spacing shall be measured between the two closest points of adjacent raisedcharacters within a message, excluding word spaces. Where characters have rectangularcross sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm)minimum and 4 times the raised character stroke width maximum. Where characters haveother cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm)minimum and 4 times the raised character stroke width maximum at the base of the crosssections, and 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke widthmaximum at the top of the cross sections. Characters shall be separated from raised bordersand decorative elements 3/8 inch (9.5 mm) minimum.

TAS SECTION 703.2.8 - LINE SPACINGSpacing between the baselines of separate lines of raised characters within a message shallbe 135 percent minimum and 170 percent maximum of the raised character height.

TAS SECTION 703.3 - BRAILLEBraille shall be contracted (Grade 2) and shall comply with 703.3 and 703.4.

703 SIGNS

TAS SECTION 702.1 - GENERALFire alarm systems shall have permanently installed audible and visible alarms complying withNFPA 72 (1999 or 2002 edition) (incorporated by reference, see "Referenced Standards" inChapter 1), except that the maximum allowable sound level of audible notification appliancescomplying with section 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no morethan 110 dB at the minimum hearing distance from the audible appliance. In addition, alarms inguest rooms required to provide communication features shall comply with sections 4-3 and 4-4 of NFPA 72 (1999 edition) or sections 7.4 and 7.5 of NFPA 72 (2002 edition).

TAS SECTION 703.3.1 - DIMENSIONS AND CAPITALIZATIONBraille dots shall have a domed or rounded shape and shall comply with Table 703.3.1. Theindication of an uppercase letter or letters shall only be used before the first word of sentences,proper nouns and names, individual letters of the alphabet, initials, and acronyms.

TAS SECTION 703.3.2 - POSITIONBraille shall be positioned below the corresponding text. If text is multi-lined, braille shall beplaced below the entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum from anyother tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorativeelements.

TAS SECTION 703.5 - VISUAL CHARACTERSVisual characters shall comply with 703.5.

TAS SECTION 703.5.1 - FINISH AND CONTRASTCharacters and their background shall have a non-glare finish. Characters shall contrast withtheir background with either light characters on a dark background or dark characters on a lightbackground.

TAS SECTION 703.5.2 - CASECharacters shall be uppercase or lowercase or a combination of both.

TAS SECTION 703.5.3 - STYLECharacters shall be conventional in form. Characters shall not be italic, oblique, script, highlydecorative, or of other unusual forms.

TAS SECTION 703.5.4 - CHARACTER PROPORTIONSCharacters shall be selected from fonts where the width of the uppercase letter "O" is 55percent minimum and 110 percent maximum of the height of the uppercase letter "I".

TAS SECTION 703.5.5 - CHARACTER HEIGHTMinimum character height shall comply with Table 703.5.5. Viewing distance shall bemeasured as the horizontal distance between the character and an obstruction preventingfurther approach towards the sign. Character height shall be based on the uppercase letter "I".

TAS SECTION 703.5.6 - HEIGHT FROM FINISH FLOOR OR GROUNDVisual characters shall be 40 inches (1015 mm) minimum above the finish floor or ground.

TAS SECTION 703.5.7 - STROKE THICKNESSStroke thickness of the uppercase letter "I" shall be 10 percent minimum and 30 percentmaximum of the height of the character.

TAS SECTION 703.5.8 - CHARACTER SPACINGCharacter spacing shall be measured between the two closest points of adjacent characters,excluding word spaces. Spacing between individual characters shall be 10 percent minimumand 35 percent maximum of character height.

TAS SECTION 703.5.9 - LINE SPACINGSpacing between the baselines of separate lines of characters within a message shall be 135percent minimum and 170 percent maximum of the character height.

TAS SECTION 703.6 - PICTOGRAMSPictograms shall comply with 703.6.

TAS SECTION 703.6.1 - PICTOGRAM FIELDPictograms shall have a field height of 6 inches (150 mm) minimum. Characters and brailleshall not be located in the pictogram field.

A. Controls shall be 44" maximum above the finish floor.

1. Controls for flush valves shall be mounted on the wide side of toilet areas.2. Controls shall be hand operated or automatic.3. Controls shall be operable with one hand and shall not require tight grasping,pinching, or twisting of the wrist.4. The force required to activate controls shall be no greater than 5 lbf.

(Children's heights: 42" max. ages 4-11yr. 44" max. ages 11-15 yr.

(Children's heights: ages 4-11 yr., 28"-30" ages 11-15 yr., 30"-32")

A. For water closets not located in toilet stalls, the following grab bars shall be provided,33" - 36" above the finish floor:

1. Side wall: 42" long minimum, 12" from back wall.2. Back wall: 36" long minimum, 12" minimum each side of water closet centerline, & 6"max. from side wall.3. In instances where the sink is recessed, the back grab bar can be 24" long.

(Children's heights: ages 4-11 yr., 28"-30" ages 11-15 yr., 30"-32")

A. For water closets not located in toilet stalls, the following grab bars shall be provided,33" - 36" above the finish floor:

1. Side wall: 42" long minimum, 12" from back wall.2. Back wall: 36" long minimum, 12" minimum each side of water closet centerline, & 6"max. from side wall.3. In instances where the sink is recessed, the back grab bar can be 24" long.

B. The clear space between the handrail and the wall shall be 1-1/2".

A. Top of gripping surface: Adults: 34"-38" above ramp surface. Ages 4-11 yr: 28"-34" above ramp surface. Ages 11-15 yr: 30-34" above ramp surface.

Side Approach: 48" max. - adults 40" max. - ages 5-8 yr. 44" max. - ages 9-12 yr.

A. Reach Ranges:Frontal Approach: 48" max. - adults 40" max. - ages 5-8 yr. 44" max. - ages 9-12 yr.

A. Provide level and clear maueuvering area at doors as follows:Front approach pull side - 18" min. beside strike edge & 60" min. depth.Front approach push side - 0" beside strike edge and 48" min. depth. 12" min. beside strike edge & 48" min. depth, ifdoor has both a closer and a latch.Hinge side approach pull side - 60" min. width; 36" min. beside strike edge.Hinge side approach push side - 42" min. width & 54" min. depth. 48" min. width & 54" min. depth, if door has both acloser and latch.Latch side approach pull side - 48" min. width; 24" min. beside strike edge. 54" min. width if door has closer.Latch side approach push side - 42" min. width; 24" min. beside strike edge. 48" min. width if door has closer.

B. The maximum force for pushing or pulling open a door shall be as follows:1. Fire doors shall have the minimum opening force allowable by the appropriateadministrative authority.2. Other doors: a. Exterior hinged doors: no requirement. b. Interior hinged doors: 5.0 lbf. c. Sliding or folding doors: 5.0 lbf.

These forces do not apply to the force required to retract latch bolts or disengage othedevices that may hold the door in a closed position.

C. Handles, pulls, latches, locks, and other operating devices shall have a shape that iseasy to grasp with one hand and does not require tight grasping, tight pinching, or twisting ofthe wrist to operate.

1. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles areacceptable designs.2. When sliding doors are fully open, operating hardware shall be exposed and usablefrom both sides.3. Hardware required for passage shall be mounted no higher than 48" above finishedfloor.

TAS SECTION 605.2 - HEIGHT AND DEPTHUrinals shall be the stall-type or the wall-hung type with the rim 17 inches (430 mm) maximumabove the finish floor or ground. Urinals shall be 13 1/2 inches (345 mm) deep minimummeasured from the outer face of the urinal rim to the back of the fixture.

1. 'Standard' Accessible Stall

A. Toilet stalls may be arranged to provide either a left or a right handed approach.Accessible toilet stalls shall have the following dimensions:

36" minimum width.69" minimum depth, with floor mounted water closet.66" minimum depth with wall mounted water closet.Door: outward swinging.

3. 'Alternate B' Accessible Stall (permitted in lieu of standard stall only in certainalterations)

48" minimum width.54" minimum depth.Door : outward swinging.

60" minimum width.59" minimum depth, with floor mounted water closet.56" minimum depth, with wall mounted water closet. (Ambultory)Door: outward swinging (if door swings into stall, depth shall be increased by 36").(Door should be diagonally opposite from water closet)

2. Ambulatory Stall (required when 6 stalls or more are provided.

C. Grab bars shall be mounted 33-36" above floor.

(Children's height: 28"-30" AFF,ages 4-11 yr. 30"-32" AFF, ages11-15 yr.)

D. All shower controls shall be located 38" minimum and 48" maximum above the floor.

E. In shower stalls 36" x 36", all controls, faucets, & shower units shall be mountedon the side wall opposite the seat.

F. A shower spray unit with a hose at least 60" long that can be used both as a fixed showerhead and as a hand held shower shall be provided. The mounting device shall comply withthe requirements for Forward Reach.

(Children's hand shower head mounting: frontal: 42" max., ages 4-11 yr., 45" max. ages 11-15 yr. side: 48" max., ages 4-11 yr., 51" max. ages 11-15 yr.)

A. Shower stalls shall be either 36"x36" clear inside dimension or 30" min. x 60" min. clearinside dimension.

1. Shall be 17"-19" above bathroom floor. (Children's height: 14"-15" AFF, ages 4-11 yr. 15"-16" AFF, ages 11-15 yr.)2. Shall extend the full depth of the stall.3. Shall be located on the wall opposite control wall.4. Maximum space between wall and seat edge shall be 1-1/2".5. Shall project 16" maximum into stall width, except at the rear 15" maximum of thestall, where the seat may project 23".

B. Seat is required in 36"x 36" stalls, and shall have the following features:

G. A shower spray unit with a hose at least 59" long shall be provided.

H. The mounting device for the hand held shower head shall comply with 4.25forward reach.

(Children's hand shower head mounting height: 42" max., ages 4-11 yr., 45" max., ages 11-15 yr.)

TAS SECTION 703.6.2 - FINISH AND CONTRASTPictograms and their field shall have a non-glare finish. Pictograms shall contrast with their fieldwith either a light pictogram on a dark field or a dark pictogram on a light field.

TAS SECTION 703.6.3 - TEXT DESCRIPTORSPictograms shall have text descriptors located directly below the pictogram field. Textdescriptors shall comply with 703.2, 703.3 and 703.4.

TAS SECTION 703.7 - SYMBOLS OF ACCESSIBILITYSymbols of accessibility shall comply with 703.7.

TAS SECTION 703.7.1 - FINISH AND CONTRASTSymbols of accessibility and their background shall have a non-glare finish. Symbols ofaccessibility shall contrast with their background with either a light symbol on a darkbackground or a dark symbol on a light background.

TAS SECTION 308.2.1 - UNOBSTRUCTEDWhere a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm)maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish flooror ground.

TAS SECTION 308.2.2 - OBSTRUCTED HIGH REACHWhere a high forward reach is over an obstruction, the clear floor space shall extend beneath theelement for a distance not less than the required reach depth over the obstruction. The highforward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shallbe 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum.

TAS SECTION 704.1 - GENERALPublic telephones shall comply with 704.

TAS SECTION 704.2 - WHEELCHAIR ACCESSIBLE TELEPHONESWheelchair accessible telephones shall comply with 704.2.

TAS SECTION 704.2.1 - CLEAR FLOOR OR GROUND SPACEA clear floor or ground space complying with 305 shall be provided. The clear floor or groundspace shall not be obstructed by bases, enclosures, or seats.

TAS SECTION Advisory 704.2.1 - CLEAR FLOOR OR GROUND SPACEBecause clear floor and ground space is required to be unobstructed, telephones, enclosuresand related telephone book storage cannot encroach on the required clear floor or groundspace and must comply with the provisions for protruding objects. (See Section 307).

TAS SECTION 704.2.1.1 - PARALLEL APPROACHWhere a parallel approach is provided, the distance from the edge of the telephone enclosureto the face of the telephone unit shall be 10 inches (255 mm) maximum.

TAS SECTION 704.2.1.2 - FORWARD APPROACHWhere a forward approach is provided, the distance from the front edge of a counter within thetelephone enclosure to the face of the telephone unit shall be 20 inches (510 mm) maximum.

TAS SECTION 704.2.2 - OPERABLE PARTSOperable parts shall comply with 309. Telephones shall have push-button controls where suchservice is available.

1. Front approach - 48" max. to 15" min.2. Side approach - 48" max. to 15" min., except per below.3. Electrical & communication system recepticals shall be mounted no less than 15" abovethe floor.

A. Clear floor space complying with 4.2.4 that allows a forward or a parallelapproach by a person using a wheelchair shall be provided at controls, dispensers,receptacles, & other operable equipment. Controls and operating mechanismslocated in alcoves deeper than 24" require additional maneuvering area. All controls& operating mechanisms shall be aligned with centerline of fixture.

TAS SECTION 707.2 - CLEAR FLOOR OR GROUND SPACEA clear floor or ground space complying with 305 shall be provided.

TAS SECTION 707.3 - OPERABLE PARTSOperable parts shall comply with 309. Unless a clear or correct key is provided, each operablepart shall be able to be differentiated by sound or touch, without activation.

EXCEPTION: Drive-up only automatic teller machines and fare machines shall not be requiredto comply with 309.2 and 309.3.

TAS SECTION 707.4 - PRIVACYAutomatic teller machines shall provide the opportunity for the same degree of privacy of inputand output available to all individuals.

TAS SECTION 707.5 - SPEECH OUTPUTMachines shall be speech enabled. Operating instructions and orientation, visible transactionprompts, user input verification, error messages, and all displayed information for full use shallbe accessible to and independently usable by individuals with vision impairments. Speech shallbe delivered through a mechanism that is readily available to all users, including but not limitedto, an industry standard connector or a telephone handset. Speech shall be recorded ordigitized human, or synthesized.

TAS SECTION 707.5.1 - USER CONTROLSpeech shall be capable of being repeated or interrupted. Volume control shall be provided forthe speech function.

TAS SECTION 707.6 - INPUTInput devices shall comply with 707.6.

225 - STORAGE

CHAPER 9: BUILT-IN-ELEMENTS

12" MAX.

17" M

AX.

13 1/2" MIN. 13 1/2" MIN.

Stall TypeWall Hung Type

15" MIN.5" MAX.

1/4"

1/2"

2"

15 MAX.

36"

TAS SECTIONS 405.7.2 - WIDTHThe landing clear width shall be at least as wide as the widest ramp run leading to the landing.

TAS SECTIONS 405.7.3 - LENGTHThe landing clear length shall be 60 inches (1525 mm) long minimum.

TAS SECTIONS 405.8 - HANDRAILSRamp runs with a rise greater than 6 inches (150 mm) shall have handrails complying with 505.

TAS SECTIONS 405.9 - EDGE PROTECTIONEdge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of ramp runsand at each side of ramp landings.

TAS SECTIONS 504.7 - WET CONDITIONSStair treads and landings subject to wet conditions shall be designed to prevent theaccumulation of water.

TAS SECTION 604.6 - FLUSH CONROLSFlush controls shall be hand operated or automatic. Hand operated flushcontrols shall complywith 309. Flush controls shall be located on the open side of the water closet except inambulatory accessible compartments complying with 604.8.2.

TAS SECTION 604.7 - DISPENSERSToilet paper dispensers shall comply with 309.4 and shall be 7 inches (180 mm) minimum and9 inches (230 mm) maximum in front of the water closet measured to the centerline of thedispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches(1220 mm) maximum above the finish floor and shall not be located behind grab bars.Dispensers shall not be of a type that controls delivery or that does not allow continuous paperflow.

TAS SECTION 604.8.1.1 - SIZEWheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum measuredperpendicular to the side wall, and 56 inches (1420 mm) deep minimum for wall hung waterclosets and 59 inches (1500 mm) deep minimum for floor mounted water closets measuredperpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be60 inches (1525 mm) wide minimum measured perpendicular to the side wall, and 59 inches(1500 mm) deep minimum for wall hung and floor mounted water closets measuredperpendicular to the rear wall.

TAS SECTION 604.8.1.3 - APPROACHCompartments shall be arranged for left-hand or right-hand approach to the water closet.

TAS SECTION 604.8.1.4 - TOE CLEARANCEThe front partition and at least one side partition shall provide a toe clearance of 9 inches (230mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond thecompartment-side face of the partition, exclusive of partition support members. Compartmentsfor children's use shall provide a toe clearance of 12 inches (305 mm) minimum above thefinish floor.

EXCEPTION: Toe clearance at the front partition is not required in a compartment greater than62 inches (1575 mm) deep with a wall-hung water closet or 65 inches (1650 mm) deep with afloor-mounted water closet. Toe clearance at the side partition is not required in a compartmentgreater than 66 inches (1675 mm) wide. Toe clearance at the front partition is not required in acompartment for children's use that is greater than 65 inches (1650 mm)deep

TAS SECTION 609.1 - GENERALGrab bars in toilet facilities and bathing facilities shall comply with 609.

TAS SECTION 609.2 - CROSS SECTIONGrab bars shall have a cross section complying with 609.2.1 or 609.2.2.

TAS SECTION 609.2.1 - CIRCULAR CROSS SECTIONGrab bars with circular cross sections shall have an outside diameter of 1 1/4 inches (32 mm)minimum and 2 inches (51 mm) maximum.

TAS SECTION 609.2.2 - NON-CIRCULAR CROSS SECTIONGrab bars with non-circular cross sections shall have a cross-section dimension of 2 inches (51mm) maximum and a perimeter dimension of 4 inches (100 mm) minimum and 4.8 inches (120mm) maximum.

TAS SECTION 609.3 - SPACINGThe space between the wall and the grab bar shall be 1 1/2 inches (38 mm). The spacebetween the grab bar and projecting objects below and at the ends shall be 1 1/2 inches (38mm) minimum. The space between the grab bar and projecting objects above shall be 12inches (305 mm) minimum.

TAS SECTION 609.4 - POSITION OF GRAB BARSGrab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36inches (915 mm) maximum above the finish floor measured to the top of the gripping surface,except that at water closets for children's use complying with 604.9, grab bars shall be installedin a horizontal position 18 inches (455 mm) minimum and 27 inches (685 mm) maximum abovethe finish floor measured to the top of the gripping surface. The height of the lower grab bar onthe back wall of a bathtub shall comply with 607.4.1.1 or 607.4.2.1.

TAS SECTION 609.5 - SURFACE HAZARDSGrab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp orabrasive elements and shall have rounded edges.

TAS SECTION 609.6 - FITTINGSGrab bars shall not rotate within their fittings.

TAS SECTION 609.7 - INSTALLATIONGrab bars shall be installed in any manner that provides a gripping surface at the specifiedlocations and that does not obstruct the required clear floor space.

TAS SECTION 609.8 - STRUCTUAL STRENGTHAllowable stresses shall not be exceeded for materials used when a vertical or horizontal forceof 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, orsupporting structure.

610 Seats

TAS SECTION 610.2 - BATHING SEATSThe top of bathtub seats shall be 17 inches (430 mm) minimum and 19 inches (485 mm)maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15inches (380 mm) minimum and 16 inches (405 mm) maximum. The seat shall be capable ofsecure placement. Permanent seats at the head end of the bathtub shall be 15 inches (380mm) deep minimum and shall extend from the back wall to or beyond the outer edge of thebathtub.

TAS SECTION 610.3 - SHOWER COMPARTMENT SEATSWhere a seat is provided in a standard roll-in shower compartment, it shall be a folding type,shall be installed on the side wall adjacent to the controls, and shall extend from the back wallto a point within 3 inches (75 mm) of the compartment entry. Where a seat is provided in analternate roll-in type shower compartment, it shall be a folding type, shall be installed on thefront wall opposite the back wall, and shall extend from the adjacent side wall to a point within 3inches (75 mm) of the compartment entry. In transfer-type showers, the seat shall extend fromthe back wall to a point within 3 inches (75 mm) of the compartment entry. The top of the seatshall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroomfinish floor. Seats shall comply with 610.3.1 or 610.3.2.

TAS SECTIONS 406.7 - ISLANDSRaised islands in crossings shall be cut through level with the street or have curb ramps at bothsides. Each curb ramp shall have a level area 48 inches (1220 mm) long minimum by 36 inches(915 mm) wide minimum at the top of the curb ramp in the part of the island intersected by thecrossings. Each 48 inch (1220 mm) minimum by 36 inch (915 mm) minimum area shall beoriented so that the 48 inch (1220 mm) minimum length is in the direction of the running slopeof the curb ramp it serves. The 48 inch (1220 mm) minimum by 36 inch (915 mm) minimumareas and the accessible route shall be permitted to overlap.

406 CURB RAMPSTAS SECTIONS 406.2 -COUNTER SLOPECounter slopes of adjoining gutters and road surfaces immediately adjacent to the curb rampshall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks,gutters, and streets shall be at the same level.

TAS SECTIONS 406.3 - SIDES OF CURB RAMPSWhere provided, curb ramp flares shall not be steeper than 1:10.

TAS SECTIONS 406.4 - LANDINGSLandings shall be provided at the tops of curb ramps. The landing clear length shall be 36inches (915 mm) minimum. The landing clear width shall be at least as wide as the curb ramp,excluding flared sides, leading to the landing.

TAS SECTIONS 406.5 - LOCATIONCurb ramps and the flared sides of curb ramps shall be located so that they do not project intovehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at markedcrossings shall be wholly contained within the markings, excluding any flared sides.

TAS SECTIONS 406.6 - DIAGONAL CURB RAMPSDiagonal or corner type curb ramps with returned curbs or other well-defined edges shall havethe edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shallhave a clear space 48 inches (1220 mm) minimum outside active traffic lanes of the roadway.Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1220 mm)minimum clear space within the markings. Diagonal curb ramps with flared sides shall have asegment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp andwithin the marked crossing.

TAS SECTIONS 803.2 - TURNING SPACETurning space complying with 304 shall be provided within the room.

TAS SECTIONS 503.3 - ACCESS AISLEPassenger loading zones shall provide access aisles complying with 503 adjacent to thevehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap thevehicular way.

TAS SECTIONS 503.1 - GENERAL.Passanger loading zones shall comply with 503.

TAS SECTIONS 503.2 - VEHICLE PULL-UP SPACE.Passanger loading zones shall provide a vehicular pull-up space 96 inches (2440 mm) wideminimum and 20 feet (6100 mm) long minimum.

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501-06-17AS-BUILT

713.350.3400

MARK DATE DESCRIPTION

02 8/18/2016

5051 Westheimer, Suite 430 Houston, Texas 77056

SHEET TITLE

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

COPYRIGHT: 2016 AMB Architects, PLLC

IA2.10HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Dustwall Plan

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THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

1 07-15-16 TIP SUBMISSION

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3'-0" 15'-0" 8'-8 7/8" VIF

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TEMPORARY DUSTWALL ENCLOSURE

KIOSK FOOTPRINT

Scheduled floor

3-5/8" metal studs 24" o.c. max.

10'-0

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Cont. metal stud runners.

5/8" board on exterior side onlyTaped, floated and painted with2 coats semi-gloss white.

4" black rubber cover baseto HAS standards.

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Structure above

Plastic dust Barrier

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KEY NOTESGC to install construction barricade wall to secure area of work prior to any work,3 5/8" - 20 GA. metal studs @ 24" O.C. w/ 5/8" type "X" gyp. bd. on exterior sideup to 10'-11 1/4" from finished floor and paint, coordinate all details &requirements with airport management prior to construction. V.I.F. all dimensionsprior to construction of barricade. Do not fasten to landlord or other tenant finishmaterial. Metal stud framing to be installed over 3/4" thick plywood, over 6mm.visqueen, over floor finish, install 4" high black vinyl base.Provide 5'-0" x 7'-0" hollow metal double door with stainless steel hardware lockto be best or equal. A set of keys to be given to landlord, no pull bar shall beallowed.

Mat shall be located at the demo side of the entrance.Graphics to be applied on this side, coordinate w/ tenant.GC to provide black vinyl corner guards to height 4'-0"

Scale: 1/4" = 1'-0"1

1/4" ARCHScale: 1 1/2"= 1'-0"

2Temporary Partition Detail

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5051 Westheimer, Suite 430 Houston, Texas 77056

713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

SHEET TITLE

COPYRIGHT: 2015 AMB Architects, PLLC

IA2.20

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

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3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

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LEGEND

Elevation reference

Existing door, partition and/or element to remain.Protect against damage during demolition.Existing door, partition and/or element to remain.Protect against damage during demolition.

Section reference

GENERAL NOTESA. All construction to comply with ADA, TAS and city life safety regulations. Refer to IA0.30 for TAS standards.

B. Clean and rework existing slab as required for new configuration. Fire stop all abandoned floor penetrations. Floors are known to have acceptable

irregularities. Where the design requires level floor conditions, General Contractor to level floors as required. Notify Architect if there is an abrupt change in

elevation greater then a ¼".

C. Patch and repair existing walls to remain as needed.

D. Float existing walls to remain to floor to allow for smooth installation of scheduled base.

E. All new partitions to be perpendicular with existing elements, U.N.O.

F. Do not scale Drawings; dimensions govern. Large scale details govern over small-scale. Partition dimensions are from face of face of material, UNO.

G. All rooms are offices, U.N.O.

H. Architect not liable for millwork and finishes installed without sign off on shop drawings and submittals.I. Contractor shall provide all equipment, materials, and supplies necessary to complete all work in accordance with the latest issue of these contract

documents.

J. GC to follow construction according to construction documents. Any concerns, additional comments, request, or omissions not indicated indrawings should be confirmed with Architect and building construction manager prior to infield work.

K. All work shall be erected in accordance with the construction documents and maintain standard installation / construction practices of the trade and

manufacturer's recommendations for that particular item.

L. Dimensions are to face of finish material, unless noted otherwise. Dimensions to exterior walls are to finished face of sill wall. Clear dimensions shall not

vary and are measured at the floor line.

M. New construction that meets existing conditions in the same plan shall be flush without a visible joint, unless noted otherwise.

N. No new materials containing asbestos shall be used or installed. Provide letter of certification, along with material data sheets upon completion of project.

3

4

5

2

1

6

7

KEY NOTES

Existing Fire Extinguisher cabinet to be removed. Salvage for relocation.Not Used.

Install fire extinguisher cabinet at this location.Patch corridor finishes as required to match adjacent existingExisting door to remain.Millwork Fixtures, wallls, closure grille, lighting supplied as acomplete unit by Owner.2 existing floor boxes to be investigated and if required, capped and abandoned inplace. If possible, reuse penetrations for new power/data feeds.

2 3

5

6

6

6 6 6

6

6

J-J

K-KL-L

4

7

1

1

8"13

'-0"

15'-0"

A5IA8.00

C5IA8.00

C5IA7.00

A5IA7.00

C3IA7.00

CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

1

PARTITION SCHEDULE

WALL TAG DESCRIPTION HEIGHTExisting Concourse Wall to remain. G.C. to ensure wall retainscurrent fire rating, UL assembly, construction, and finish.

Match Existing.Verify in Field.

WIDTHMatch Existing.Verify in Field.

FIRE RATINGMatch Existing.Verify in Field.

All existing walls to remain. All new/modified walls to be Type 1.

Advanced Door Technologies34 North Crystal Street

East Stroudsburg, PA 18301(570) 421-5929

��������������������������� �33-40 127th Place, Flushing NY 11368 - (718)478-5330 - Fax: (718)7793202

www.unitedsteelproducts.com

SIDE FOLDING ALUMINUM GRILLEModel 850 - ALUMI-CLASSIC - Open Rod Grille

Model 860 - ALUMI-PANEL - Aluminum Panel GrilleModel 870 - ALUMI-PLEX - Polycarbonate Panel Grille Model 880 - ALUMI-GUARD - Heavy Duty Open Style Grille Model 890 - ALUMI-AIR - Perforated Panel Grille

DOOR SCHEDULE

Advanced Door Technologies34 North Crystal Street

East Stroudsburg, PA 18301(570) 421-5929

��������������������������� �33-40 127th Place, Flushing NY 11368 - (718)478-5330 - Fax: (718)7793202

www.unitedsteelproducts.com

SIDE FOLDING ALUMINUM GRILLEModel 850 - ALUMI-CLASSIC - Open Rod Grille

Model 860 - ALUMI-PANEL - Aluminum Panel GrilleModel 870 - ALUMI-PLEX - Polycarbonate Panel Grille Model 880 - ALUMI-GUARD - Heavy Duty Open Style Grille Model 890 - ALUMI-AIR - Perforated Panel Grille

Advanced Door Technologies34 North Crystal Street

East Stroudsburg, PA 18301(570) 421-5929

��������������������������� �33-40 127th Place, Flushing NY 11368 - (718)478-5330 - Fax: (718)7793202

www.unitedsteelproducts.com

SIDE FOLDING GRILLE PRODUCT DATA SPEC SHEET

Model 850 and Model 880 – Open Rod Grille

CURTAIN: Shall incorporate minimum 4” high bottom plates of truss like clear anodized aluminum and 5 1/4” high top plates to frame each 6 5/16” wide panel. Curtain plates shall be constructed of 1/8” X 5/8” X 6” horizontal clear anodized aluminum links spaced 12’’ apart that slide into 5/16” vertical rods 3 1/2’’ on center. Links shall be held in place by 1/2” clear anodized aluminum spacer tubes on alternate rods. For model 880 - Guardian curtain plates shall be constructed of individualpanels interlocked by full height hinge members.

Model 870 – Polycarbonate Panel Grille CURTAIN: Shall incorporate minimum 4” high bottom plates of truss like aluminum and 5 1/4” high top plates to frame each standard 6 5/16” wide panel. The curtain shall be glazed with 1/8” thick, self-extinguishing polycarbonate with a viewable area width of standard 4 3/4” or wide-body 8 7/8”. Polycarbonate panels shall be cushioned with specially designed vinyl compression gaskets at top and bottom of glazing.

Model 890 – Perforated Panel Grille

CURTAIN: Shall incorporate minimum 4” high bottom plates of truss like aluminum and 5 1/4” high top plates to frame each standard 6 5/16” wide panel. Curtain shall contain 18 gauge 3/16” perforated steel panels to allow 51% visibility. Panels shall be DuracronTM finished to match color selection.

Model 860 – Aluminum Panel Grille

CURTAIN: Shall incorporate bottom plates of truss like aluminum and top plates to frame each standard 6 5/16” wide full height aluminum panels.

FINISH: Factory finish shall be clear anodized.

TRACK: Track shall be heavy extruded aluminum 1 3/8” wide by 1 3/4” high. Curves shall be 90, 120, 135 and 150 degrees and shall have a 10” or 14” radius. (Consult factory for special curves.)

LOCKING:

� Lead post shall conceal a hook bolt lock activated by a keyed cylinder or thumb turn, engaging a full height wall channel. Where required, a top and bottom spring loaded locking post with interior thumb turn and protection or keyed cylinder and dustproof floor sockets for all drop bolts. The edge of locking post shall have a rubber bumper.

� Intermediate posts shall be provided for every 10’ maximum (countertop mounted, 6’ maximum) of curtain length and at each curve. Intermediate posts shall contain an adjustable concealed spring loaded drop bolt with cylinder locks keyed alike. Dustproof floor sockets shall be provided for all drop bolts.

� Traveling end post shall have an attached full height protection plate and shall be self locking into a steel V-stop. End post shall be fixable to a wall when stacked in the opening. (Top and bottom locking posts.)

Advanced Door Technologies34 North Crystal Street

East Stroudsburg, PA 18301(570) 421-5929

��������������������������� �33-40 127th Place, Flushing NY 11368 - (718)478-5330 - Fax: (718)7793202

www.unitedsteelproducts.com

STRUCTURAL MOUNTS

NOTE: Load requirements are 3 lbs per square foot and 200 lbs per linear foot stacked.

Threaded rod 1/2” with 2” X 6” wood stud shown. Other acceptable mounts include 2” X 4” steel or wood stud. A column is not required for support.

Curtain height is adjustable up to 1” up or down without removal.

Advanced Door Technologies34 North Crystal Street

East Stroudsburg, PA 18301(570) 421-5929

��������������������������� �33-40 127th Place, Flushing NY 11368 - (718)478-5330 - Fax: (718)7793202

www.unitedsteelproducts.com

ISOMETRIC VIEW – MODEL 860-870-880-890

A

A

A

Scale: 1/4" = 1'-0"B4

Architectural Plan

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501-06-17AS-BUILT

1 2 3 4 5

1 2 3 4 5

A

B

C

D

A

B

C

D

5051 Westheimer, Suite 430 Houston, Texas 77056

713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

SHEET TITLE

COPYRIGHT: 2015 AMB Architects, PLLC

IA2.40

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Reflected Ceiling Plan

ATU Americas

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2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 0/06/2017

4 08-19-16 PERMIT + PRICING

m2

A2L1

L4 L4

L4

L4

L4

P1K1

P1K1

P1K1

P1K1

F

F

F

1

2

1

10" 4'-5 7/8" 1'-8 7/8"6 1/4"

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

1'-8 3

/4"3'-

5 1/2"

1'-8 7

/8"6 1

/4"1'-

8 7/8"

3'-7/8

"10

"

Existing Ceiling Tile @ 14'-2" AFF

Top of Kiosk @ 8'-11.5"

F

Existing 2x2 fluorescent fixture

Existing mechanical diffuser

Existing cove fixture to remain

L4 mini 1XLED fixture

Existing fire sprinkler

CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

1

F

2

LEGENDGENERAL NOTES

KEY NOTES

Existing 2x2 fluorescent fixture

Existing mechanical diffuser

Existing cove fixture to remain

L4 mini 1XLED fixture

A. All new construction to adhere to ADA, TAS and city life safety regulations.

B. This drawing is for ceiling design and light fixture locations only. Refer to engineer's electrical lighting plan for light fixture specifications and switching.

C. Any discrepancies between the architectural reflected ceiling plan and the engineer's electrical lighting plan or mechanical plan shall be brought to the

architect's/building management's attention prior to proceeding.

D. Existing ceiling conditions to remain, U.N.O. Repair/replace damaged or discolored grid and tiles as required. Do not mix old and new tiles in the same room

or in adjacent areas where ceiling plane is not interrupted with headtrack, furrdown, etc...

E. Reuse existing light fixtures that are in good condition wherever possible. Clean and repair as required. Re-ballast as required. Do not mix warm and cool

lamps. Match the building standard lamp color. Provide new fixtures to match existing as required.

G. Center all new/relocated sprinkler heads, downlights, and wall washers in ceiling tile, U.N.O.

H. Verify location (by engineer) of all switch plates, thermostats and miscellaneous devices with the architect/building management prior to proceeding with

installation.

L. Provide required Life Safety devices (exit signs, fire alarms, smoke detectors, etc..) as per city codes.

CCTV Dome camera at this location.

Existing fire sprinkler

Top of bulkhead is accessible for power connections by GC.

Scale: 1/4" = 1'-0"B4

Reflected Ceiling Plan

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501-06-17AS-BUILT

1 2 3 4 5

1 2 3 4 5

A

B

C

D

A

B

C

D

5051 Westheimer, Suite 430 Houston, Texas 77056

713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

SHEET TITLE

COPYRIGHT: 2015 AMB Architects, PLLC

IA2.50

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Power Plan

ATU Americas

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2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

ELECTRICALPANEL

JH=100"

JH=100"

100"

100"

100"

100" 1

1

1 1 1

100"

100"

100"

2

3

4

5

4'-2"

9 5/8" 2'-2" 6'-7 1/2" 4'-8 7/8"

3'-9 3

/8"3'-

6 1/2"

2'-8 3

/4"2'-

1 5/8"

5'-1 5/8"

CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

LEGENDDuplex receptacle, GC install

Quadraplex receptacle, GC install

Telephone/ data receptacle, GC install

Flush mount communication/data floor outlet, GC install

Flush mount electrical floor outlet, GC install

GENERAL NOTES

A. All new construction to adhere to ADA, TAS and city life safety regulations.

B. This drawing is for equipment and outlet/receptacle locations only. Refer to engineer's electrical power plan for circuiting specifications.

C. Any discrepancies between the architectural power plan and the engineer's electrical power plan shall be brought to the architect's/building

management's attention prior to proceeding.

D. Electrical outlets and telephone/data receptacles shown in sound rated partitions shall not be placed back to back. Offset at least one stud and seal for

sound as required.

E. All outlet/receptacle coverplates to stainless steel.

F. Provide pullstring at all new telephone/data receptacle locations. Cabling to be provided and installed GC.

O. Saw cut as required for power and data to service remote locations.

Q. Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72 (1999 or 2002 edition).

R. All abandoned equipment including conduits, plumbing lines, communication cables, HVAC ductwork must be removed.S. Electrical schedules to be properly labeled, and receptacles labeled accurately identifying panel and circuit.

1

2

3

4

5

KEY NOTESGC to provide all feeds, outlets, Jboxes, and final connections to assembled display units. Allelectrical to be mounted in the accessible perimeter bulkhead.

GC scope includes scanning and coring for flush mount electrical and data outlets.

2 existing floor boxes to be investigated and if required, capped and abandoned in place. Ifpossible, reuse penetrations for new power/data feeds.

Main electrical and data feed to be concealed in existing wall or routed below slab.

Data cabling shall be connected to IT panel in adjacent ATU store TDDF2

Scale: 1/4" = 1'-0"B4

Power Plan

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713.350.3400

MARK DATE DESCRIPTION

02 8/18/2016

5051 Westheimer, Suite 430 Houston, Texas 77056

SHEET TITLE

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

COPYRIGHT: 2016 AMB Architects, PLLC

IA2.60HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Finish Plan

ATU Americas

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3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

1 07-15-16 TIP SUBMISSION

FLOOR TILE

NO DOOR TRACKON FLOOR

NO DOOR TRACKON FLOOR

1/16" GROUT, TAN COLOR

1/16" GROUT, BLACK COLOR

FT1

FT1

F1

F1

F2

F2

LEGENDGENERAL NOTES

KEY NOTES

Description: Porcelain TileManufacturer: Cotto D-estePattern: StraightColor: BeigeSize: 60cm x 60 cmOwner supplied, GC installedDescription: Quartz TileManufacturer: Stone ItaliaPattern: StraightColor: BlackSize: 12cm x 60 cm VIFOwner supplied, GC installed

18 GA Stainless Steel - Brushed

FLOORINGF1

F2

METAL

M-1

Decription: Black Xorel Meteor 2511-20Manufacturer: Vescom

ACRYLICS

WALL COVERINGT-3

Description: Acrylic SurfaceColor: Shiny Black

A-1

A. Refer to elevations for scheduled finishes.

B. Refer to reflected ceiling plan for ceiling grid and tile specifications and finishes.

D. All surfaces which are to receive finishes are to be clean, true and free from irregularities.

E. Existing base building restrooms, stairwells, janitor closets and other core elements are not in contract, unless otherwise noted (shown hatched).

F. Contractor to submit two samples of each finish to architect for approval. Submittals to be identified with finish code, name, date, number, formula, sheen

and texture as required. Contractor to place full order only after written approval of acceptance is received. Adequate time shall be allowed for review and re -

submittal as required.

G. No substitutions of grade, quality, or manufacturer shall be allowed without written approval from the Architect or Tenant.

H. For new flooring, clean and rework existing slab as required for new configuration. Floors are known to have acceptable irregularities. Where the design

requires level floor conditions (i.e. under filing cabinets, millwork), General Contractor to level floors as required. Notify architect if there is an abrupt change in

elevation greater then a 1/4".

J. Prep floor at transitions. GC to float as required.

K. Refer to manufacturer's instructions for temperature of surfaces to be painted and surrounding air. Do not apply materials when relative humidity exceeds

85% and do not apply to damp or wet surfaces.

L. All reveal conditions to be painted to match adjacent walls, U.N.O.

M. Graphics and Signage installed by others, U.N.O.

N. All materials and substrates to be Class A Fire Rated per ASTM E84

P. Flooring F1 and F2 and grout to be provided by Owner and installed by the GC. All other finish materials supplied as complete unit by owner.

M-2 Black Metal Powder Coat - Polished

M-3 Brass - Polished

K-1 Honeycomb

T-4 Decription: White Pearl Nexus 2506-22Manufacturer: Vescom

A-2 Description: Acrylic SurfaceColor: Opal

A-3 Description: Acrylic SurfaceColor: Clear

A-5 Description: Acrylic SurfaceColor: Black Parapan

PAINT

P-1 Black Lacquered High Gloss Finish

P-2 White Lacquered High Gloss Finish

GLASS

G-1 Clear Extra White Glass

G-2 Clear Extra White Glasswith Satin Screen Pattern

G-3 Black Back Painted Extra White Glass

5/8"

7/16" 1/1

6"

1 5/16" 1/16" 4 7/16" 1/16"

9/16"15

/32"

GROUT - THINSET

EXISTING TERRAZO

GC TO SUPPLY AND INSTALL SCHLUTER TRANSITIONFOR OWNER PROVIDED TILE AND GROUNTRENO U, O.E.PROVIDE TRANSITION ADACOMPLIANT SLOPE OF 1:2 RATIO.

CONCRETE SLAB

SCHEDULED BLACK QUARTZ TILE, F2

REMOVE TERRAZOFOR ADA COMPLIANCE

SCHEDULED F1 PORCELAIN TILE

THINSET

GENERAL CONTRACTOR TO REMOVE EXISTINGTERRAZO AND SMOOTH, LEVEL AND PREPARESLAB TO ACCEPT NEW FLOORING PER DETAIL FT1

CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

Scale: 1/4" = 1'-0"1

Finish Plan

Scale: 1' = 1'-0"FT1

TILE TERRAZO TRANSITION DETAIL

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

A

B

C

D

5051 Westheimer, Suite 430 Houston, Texas 77056

713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

SHEET TITLE

COPYRIGHT: 2015 AMB Architects, PLLC

IA7.00

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Elevations

ATU Americas

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2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

BACKLIT

VISUAL

M2

T4

A5

M2

G1

M2G1

P2

P2

M2

A5

M2

P2

P2

A1

K1 K1

H-H

G-GI-I

1 1/8" 2'-9 5/8" 7'-6 3/4" 2'-7"

11 3/

4"6'-

10 5/

8"11

3/4"

1 1/8"

8'-11

1/2"

13'-1/2"

13'-1 1/4"

EXISTING CEILING

SCHEDULED MILLWORK

M2

T3

A5

M2

P2

P2

M2

A5

P2

P2

M2

ELECTRICALPANEL

ITPANEL

LIGHTINGPANEL

K1K1

1 1/8" 2'-3 7/8" 10'-7" 1 1/8"

13'-1 1/4"

1 1/8"

10 5/

8"6'-

10 5/

8"11

3/4"

1 1/8"

8'-11

1/2"

13'-1 1/4"

8'-11

1/2"

EXISTING CEILING

SCHEDULED MILLWORK

M2

T4

A5

M2

G1

M2G1

P2

P2

M2

M2

P2

A5

P2

A1BACKLIT

K1 K1

I-IH-H

9'-5 5/8" 2'-7" 10'-8 1/2" 1'-7 7/8" 1 1/8"

11 3/

4"7'-

11 5/

8"

15'-1 1/8"

11 3/

4"6'-

10 5/

8"11

3/4"

1 1/8"

EXISTING CEILING

SCHEDULED MILLWORK

EXISTING DOOR

EXISTING CARD READER

RELOCATED FIREEXTINGUISHER

CABINET

CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

Scale: 3/4" = 1'-0"C5

Elevation - WestScale: 3/4" = 1'-0"

C3Elevation - East

Scale: 3/4" = 1'-0"A5

Elevation - North

REFER TO IA2.60 FOR FINISH LEGEND

REFER TO IA2.60 FOR FINISH LEGENDREFER TO IA2.60 FOR FINISH LEGEND

shaneb
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501-06-17AS-BUILT

1 2 3 4 5

1 2 3 4 5

A

B

C

D

A

B

C

D

5051 Westheimer, Suite 430 Houston, Texas 77056

713.350.3400

MARK DATE DESCRIPTION

01 7/19/2016 TIP Submission 1-30%

SHEET TITLE

COPYRIGHT: 2015 AMB Architects, PLLC

IA8.00

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Sections

ATU Americas

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7032

1 07-15-16 TIP SUBMISSION

2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

M2

T4

G1

M2

m2

M2

T4

A5

M2G1

A2

M2G1

G1

A5

G1

L8

P2K1P1

K1

D-D

E-E

H-H

1'-9 5/8" 9 3/8"2 3/4" 5/8"

1'-1 5/8"5/8"

1'-1 5/8"5/8"

1'-1 5/8"5/8"

1'-1 5/8"5/8"

1'-1 5/8"5/8"

1'-1 5/8"5/8"

3" 3/4" 3'-4" 9 3/8"4 1/4" 3/4" 1 1/8"

1 1/8"

15'-3/8"

8'-11

1/2"

11 3/

4"6'-

10 5/

8"11

3/4"

1 1/8"

1'-9 5/8" 5'-7 7/8" 6 1/4" 5'-8" 11" 5 5/8"

m2

M2

T4

A5

M2G1

A2

M2G1

G1

A5

T4

A5

M2G1

A2

A5

G1

A2

L8

P2K1 P1

K1

A-A

B-B

C-C

1 1/8"1 1/8" 3/4" 4 1/4"

9 3/8" 3'-4" 3/4" 1" 3'-5 3/8" 2'-1 5/8" 9 3/8" 1'-10 1/2"

13'-1 1/4"

8'-11

1/2"

5 5/8" 5'-2 1/8" 6 1/4" 4'-3 3/8" 9 3/8" 1'-10 1/2"

11 3/

4"6'-

10 5/

8"11

3/4"

1 1/8"

EXISTING CEILING

SCHEDULED MILLWORK

CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

Scale: 3/4" = 1'-0"A5

Section 1

Scale: 3/4" = 1'-0"C5

Section 2

REFER TO IA2.60 FOR FINISH LEGEND

REFER TO IA2.60 FOR FINISH LEGEND

shaneb
Typewritten Text
501-06-17AS-BUILT

1 2 3 4 5

1 2 3 4 5

A

B

C

D

A

B

C

D

5051 Westheimer, Suite 430 Houston, Texas 77056

713.350.3400

MARK DATE DESCRIPTION

02 8/18/2016

SHEET TITLE

COPYRIGHT: 2015 AMB Architects, PLLC

IA9.00

PROJECT NO:IAH_TD_DF3CONTACT PERSON:Catherine Krueger 713-350-3403

DRAWN BY: EC, CK

HAS AUTHORIZATION Houston Airport SystemTIP NO.TDDF3 2207-IAHDirector or Designated Representative:X_______________________________

Section Details

ATU Americas

TD-D

F3 C

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Inte

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7032

1 07-15-16 TIP SUBMISSION

2 08-04-16 REVIEW

3 08-09-16 ISSUE FOR CHANEL REVIEW

THIS SEAL APPEARING ON THIS DOCUMENTWAS AUTHORIZED BY ALYSSIA MAKAREWICZ, AIA

17941 ON 01/06/2017

4 08-19-16 PERMIT + PRICING

7'-6 1/8"[2290]

0'-3" [76]

1'-4 7/8"[430]

T4

M2

A5

SECTION C-C'

L4

A5

2'-1

3/4

"[6

54]

1'-1

"[3

30]

A2

P1

A5

8'-1

1 1/

2"[2

730]

0'-3"[76]

1'-4 7/8"[430]

T4

M2

A5

SECTION B-B'

M2

L4

G1

2'-1

3/4

"[6

54]

1'-1

"[3

30]

A2

G1

A5

8'-1

1 1/

2"[2

730]

A5

2'-7

7/8

"[8

10]

0'-3

1/8

"[8

0]2'

-1 5

/8"

[650

]0'

-7 7

/8"

[200

]

A5

M2M2

0'-3" [76]

1'-4 7/8"[430]

T4

M2

A5

SECTION A-A'

DRAWER

M2

L4

0'-6

3/4

"[1

70]

0'-1

0 5/

8"[2

70]

0'-9

1/4

"[2

35]

0'-9

1/4

"[2

35]

0'-9

1/4

"[2

35]

0'-9

1/4

"[2

35]

0'-1

1 3/

4"[3

00]

G1

A5

2'-1

3/4

"[6

54]

1'-1

"[3

30]

A2

G1

P1

A5

8'-1

1 1/

2"[2

730]

M2

3'-2

1/4

"[9

71]

1'-7

3/4

"[5

03]

0'-7

7/8

"[2

00]

0'-1

1 3/

4"[3

00]

6'-1

0 5/

8"[2

100]

1'-0

3/8

"[3

14]

0'-0

5/8

" [1

6]

0'-1

1 3/

4"[3

00]

6'-1

0 5/

8"[2

100]

1'-0

3/8

"[3

14]

0'-0

5/8

" [1

6]

0'-1

1 3/

4"[3

00]

6'-1

0 5/

8"[2

100]

1'-0

3/8

"[3

14]

0'-0

5/8

" [1

6]

1'-9"[533]

1'-6 1/4"[463]

1'-5 5/8"[447]

A2

0'-3"[76]

1'-5"[432]

T4

M2

G1

SECTION D-D'

M2

L4

1'-1

"[3

30]

P1

A5

8'-1

1 1/

2"[2

730]

P1

M2

A1A2

0'-9

7/8

"[2

51]

0'-7

7/8

"[2

00]

1'-1

0 7/

8"[5

80]

4'-5

7/8

"[1

369]

0'-3"[76]

1'-5"[432]

T4

M2

G1

SECTION E-E'

M2

L4

1'-1

"[3

30]

P1

A5

8'-1

1 1/

2"[2

730]

P1

M2

0'-7

7/8

"[2

00]

1'-7 7/8"[506]

1'-7 7/8"[506]

1'-7 7/8"[506]

1'-8 3/4"[528]

1'-8 3/4"[528]

0'-3"[76]

1'-5"[432]

T4

M2

G1

SECTION F-F'

L4

1'-1

"[3

30]

P1

8'-1

1 1/

2"[2

730]

P1

M2

0'-7

3/8

"[1

86]

1'-8 3/4"[528]

DRAWER

1'-4 7/8"[428]

A2

A5

2'-1

3/8

"[6

45]

0'-1

1 3/

4"[3

00]

0'-9

1/4

"[2

35]

0'-9

1/4

"[2

35]

0'-9

1/4

"[2

35]

0'-9

1/4

"[2

35]

0'-1

0 5/

8"[2

70]

2'-1

5/8

"[6

50]

5'-1

"[1

550]

8'-1

1 1/

2"[2

730]

A2

A5

SECTION H-H'

1'-2

1/8

"[3

60]

7'-9

1/4

"[2

370]

SECTION G-G'

8'-1

1 1/

2"[2

730]

P2

A5

1'-1

"[3

30]

SECTION I-I'

EDGE LITVISUAL PANEL

EDGE LITVISUAL PANEL

M2

T4

A5

M2

G1SILK SCREENPATTERN

M2G1

P2

P2

L4

G1SILK SCREENPATTERN

A5

A5

M2

A5

A5

M2

EDGE LITVISUAL PANEL

1'-1

"[3

30]

2'-2

3/4

"[6

80]

2'-8

1/4

"[8

20]

2'-1

1 3/

8"[9

00]

0'-4 5/8"[119]

8'-1

1 1/

2"[2

730]

A5

m2

RECESSEDDOOR TRACK

RECESSEDDOOR TRACK

2'-1

1 3/

8"[9

00]

5'-1

0 7/

8"[1

800]

0'-1

1/8

"[3

0]

6'-1

0 5/

8"[2

100]

0'-1

1 3/

4"[3

00]

P2

PLYWOOD WALLFIRE RATEDG1 G1

J H=100" H=100" H=100" H=100" H=100" H=100" H=100" H=100"

SERVICELID

SERVICELID

SERVICELID

SERVICELID

SERVICELID

SERVICELID

SERVICELID

SERVICELID

LEVELINGFEET

LEVELINGFEET

LEVELINGFEET

LEVELINGFEET

LEVELINGFEET

LEVELINGFEET

L7

L7L7 L7 L7 L7

L7

PLYWOOD WALLFIRE RATED

PLYWOOD WALLFIRE RATED

PLYWOOD WALLFIRE RATED

L8 L8

L8

K1P1K1

P1K1

K1P2K1

K1 K1P2K1

P2K1

K1P2K1

K1P2K1

P2K1

K1

T3 T3 T3

P2 P2 P2

M2 M2 M2

P1K1

P1P1 P1

L5

L5L5

L5

0'-5

3/4

"[1

45]

2'-3

1/2

"[7

00]

0'-6

1/2

"[1

65]

2'-5

1/2

"[7

49]

1'-5

1/2

"[4

44]

4'-4

3/4

"[1

340]

0'-11 3/4"[300]

3'-7 1/8"[1094]

2'-5 1/2"[749]

7'-0 3/8"[2144]

m2

M2

A5

A2BACKLIT

M2G1

G1

m2

T3

A2BACKLIT

A5

G1T4

A5

FRAGRANCE/CASHIERELEVATION

M2

A5

A5

0'-6

1/2

"[1

65]

2'-5

1/2

"[7

49]

1'-4

3/4

"[4

26]

4'-4

3/4

"[1

340]

CASHIERELEVATION

0'-5

3/4

"[1

45]

2'-3

1/2

"[7

00]

0'-6

1/2

"[1

65]

2'-5

1/2

"[7

49]

1'-5

1/2

"[4

44]

4'-4

3/4

"[1

340]

0'-11 3/4"[300]

3'-7 1/8"[1094]

2'-5 1/2"[749]

7'-0 3/8"[2144]

m2

M2

A5

A2BACKLIT

M2G1

G1

m2

T3

A2BACKLIT

A5

G1T4

A5

FRAGRANCE/CASHIER ELEVATION

3'-0

"[9

14]

3'-0

"[9

14]

J'

J

K'

K

L'

L

M2

T3

P2

A5

0'-6

1/2

"[1

65]

2'-5

1/2

"[7

49]

1'-4

3/4

"[4

26]

4'-4

3/4

"[1

340]

SECTION J-J'

M2

G1

A2

T3

G1

3'-0

"[9

14]

1'-1

7/8

"[3

51]

1'-0

1/2

"[3

17]

SECTION K-K'

M2

G1

A2

A5

T4

1'-10"[559]

0'-9 5/8"[245]

0'-9 5/8"[245]

1'-10"[559]

0'-9 5/8"[245]

0'-9 5/8"[245]

2'-8"[813]

0'-4 5/8"[118]

0'-4 5/8"[118]

3'-5 1/4"[1049]

2'-8"[813]

0'-4 5/8"[118]

0'-4 5/8"[118]

3'-5 1/4"[1049]

1'-11 7/8"[606]

0'-8"[203]

1'-11 7/8"[606]

4'-7 3/4"[1416]

1'-4 7/8"[429]

1'-10"[559]

1'-4 7/8"[429]

0'-5

3/4

"[1

45]

1'-8

1/8

"[5

10]

0'-1

5/8

"[4

0]1'

-9 1

/2"

[547

]

4'-4

3/4

"[1

340]

0'-9

"[2

29]

0'-9

1/2

"[2

42]

2'-7

1/4

"[7

93]

A5

A5

A5

A5A5 M2

G1SILK SCREEN

PATTERN

G1SILK SCREEN

PATTERN

M2M2

LEVELINGFEET LEVELING

FEET

SERVICELID

3'-0

"[9

14]

A5A5

L7

L7

L2 LUMISHEET

L2 LUMISHEET

L2 LUMISHEET

L2 LUMISHEET

L2

0'-11 3/4"[300]

3'-7 1/8"[1094]

2'-5 1/2"[749]

7'-0 3/8"[2144]

3'-5

1/4

"[1

049]

0'-7

3/8

"[1

88]

2'-7

1/2

"[7

99]

0'-7

3/8

"[1

88]

4'-7

3/4

"[1

416]

CASHIER PLAN

A5

G1T4

A5

G1

A5

2'-8

"[8

13]

0'-4

5/8

"[1

18]

0'-4

5/8

"[1

18]

J'

J

K'

K

L'

L

A5

SECTION L-L'

M2

1'-10"[559]

A5

A5

BACKLIT VISUAL

0'-5

3/4

"[1

45]

2'-3

1/2

"[7

00]

6'-1

"[1

855]

0'-1

1/8

"[3

0]

8'-1

1 1/

2"[2

730]

2'-9 5/8"[853]

0'-5 3/4"[147]

0'-5 3/4"[147]

M2

A1A2

SECTION M-M'

M2

A5

M2

A5

G1

0'-6

1/2

"[1

65]

1'-2

3/4

"[3

76]

1'-0

1/2

"[3

17]

0'-0

"[0

]

1'-10 1/4"[565]

0'-7 7/8"[200]

2'-6 1/8"[765]

3'-0

"[9

14]

LEVELINGFEET

LEVELINGFEET

SERVICELID

EDGE LITVISUAL PANEL

L8CONTRACTOR NOTE:Millwork Fixtures, wallls, closure grille, lighting supplied as a complete unit byOwner. General Contractor Scope Includes:- Dustwall Construction- Prepare the floor and install Owner supplied Tile.- Relocate the fire extinguisher- Provide power & date to the location. Coordinate and provide all electrical and ITfinal connections.- Provide cabling, conduit, backboxes for 2 CCTV camera locations. Camerassupplied by ATU- Coordinate receipt of delivery of unit. Coordinate K9 sweep and transport fromdock to site.- Provide escort, supervision, assistance and coordination for the Kiosk supplier todo their installation.- Coordinate all HAS, COH, inspections, K9 sweep through opening in mid-December

Scale: 1/2" = 1'-0"D5

MILLWORK SECTIONS

Scale: 1/2" = 1'-0"C5

MILLWORK SECTIONS

Scale: 1/2" = 1'-0"B5

MILLWORK SECTIONS

REFER TO IA2.60 FOR FINISH LEGEND REFER TO IA2.60 FOR FINISH LEGEND REFER TO IA2.60 FOR FINISH LEGEND

REFER TO IA2.60 FOR FINISH LEGEND REFER TO IA2.60 FOR FINISH LEGEND REFER TO IA2.60 FOR FINISH LEGEND

REFER TO IA2.60 FORFINISH LEGEND

shaneb
Typewritten Text
501-06-17AS-BUILT