1 2 3 4 5 5333 south staples retail centerbarcom.cc/.../06/5333-s-staples-final-cover-sheets.pdf ·...

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G100 Project Address: Project Data Cover Sheet-02 REV 05-25-17 Sheet Title 16015 Project No: Issue 5333 South Staples Retail Center Project Name: Date: 5333 South Staples St. Corpus Christi TX 784 D C B A 1 2 3 4 5 1 2 3 4 5 Copyright© 2017 G100 C:\EDR Projects\2016 Projects\16015 5333 Staples-Golden Kitchen\ArchiCAD 19\001 5333 Staples Center-01 REV 04-14-17.pln 1 phone: 361.537.4400 [email protected] April 6, 2017 IFP April 6, 2017 02 Revision 05-25-17 01 Revision 04-14-17 Revision 2 1 5333 S 5333 S 5333 S 5333 S 5333 S 5333 S Staples St Staples St Staples St Staples St Staples St Staples St North 1 MATCH LINE SEE XX/X-XXX N SHEET INDEX ID G100 G101 C1 C1.1 C1.2 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 L100 L101 L102 CB1-A200 CB1-A300 CB1-A400 S1.0 S1.1 S2 S3 S4 S4.1 S5 S6 S6.1 MEP1 E0.1 E1.1 E1.2 E2.1 E3.1 P1.1 Name Cover Sheet-02 REV 05-25-17 ADA/TAS-IFP 04-06-17 Civil General Notes I-IFP 05-24-17 Civil General Notes II-IFP 05-24-17 Civil General Notes III-IFP 05-24-17 Civil Existing Conditions-Demolition-Control Plan-IFP 05-24-17 Civil Site Plan-IFP 05-24-17 Civil Staking Plan-IFP 05-24-17 Civil Erosion and Pollution Control Notes-IFP 05-24-17 Civil Erosion and Pollution Control Plan-IFP 05-24-17 Civil Grading Plan-IFP 05-24-17 Civil Accessibility-Signage-Striping Plan-IFP 05-24-17 Civil Utility Plan-IFP 05-24-17 Civil Miscellaneous Details I-IFP 05-24-17 Civil Miscellaneous Details II-IFP 05-24-17 Civil Miscellaneous Details III-IFP 05-24-17 Civil Wastewater Standard Details-IFP 05-24-17 Civil Water Standard Details-IFP 05-24-17 Civil Storm Water Details-IFP 05-24-17 Landscape Plan-01 REV 05-23-17 Landscape-Irrigation Plan-01 REV 05-23-17 Landscape and Irrigation Notes and Details-01 REV 05-23-17 Floor Plan-IFP 04-06-17 Roof Plan and RCP-IFP 04-06-17 Exterior Elevations-IFP 04-06-17 Structural Notes I-IFP 04-13-17 Structural Notes II-IFP 04-13-17 Structural Foundation Plan-IFP 04-13-17 Structural Roof Framing Plan-IFP 04-13-17 Structural Wall Panel Elevations I-IFP 04-13-17 Structural Wall Panel Elevations II-IFP 04-13-17 Structural Foundation Sections and Details-IFP 04-13-17 Structural Steel Framing Sections and Details I-IFP 04-13-17 Structural Steel Framing Sections and Details I-IFP 04-13-17 MEP Specifications-IFC 03-21-17 Electrical Site Plan-02 REV 05-23-17 Electrical Floor Plan-IFC 03-21-17 Electrical Lighting Control Plan-IFC 03-21-17 Electrical One Line Diagram-IFC 03-21-17 Electrical Details-IFC 03-21-17 Plumbing Floor Plan-IFC 03-21-17 C1 A800 C1 A800 C1 A800 A 100A A C1 A800 5333 South Staples Retail Center Location: 5333 South Staples Street Corpus Christi, TX Geotechnical : Rock Engineering & Testing Lab., Inc. 6817 Leopard Street Corpus Christi, TX 78409 phone: 361.883.4555 fax: 361.883.4711 Attn. Mark Rock Vicinity Map: MEP : NRG Engineering 5656 S. Staples, Ste. 360 Corpus Christi, TX 78411 phone: 361.852.2727 fax: 361.852.2922 Attn. Mr. John Rodriguez, P.E. Owner : 5333 South Staples 5826 Bear Lane Corpus Christi, TX 78504 phone: 361.851.5000 fax: 361.851.1717 Attn. Mr. Dave Hoffman Architect : EDR Architects, PLLC P.O. Box 271613 Corpus Christi, TX 78427 phone: 361.537.4400 email: [email protected] Attn. Emily D. Rozypal, AIA List of Abbreviations: ACI American Concrete Institute AFF Above Finish Floor AISC American Institute of Steel construction ALUM Aluminum ANSI American National Standards Institute APPROX Approximate ASHRAE American Society of Heating, Refrigeration, & AC Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing Materials BD Board BLDG Building CJ Control Joint; Construction Joint CL Center Line CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CSI Construction Specifications Institute C.O. Cased Opening D Depth DET Detail DIA Diameter DIM Dimension DTLS Details DWGS Drawings EA Each EJ Expansion Joint ELEC Electrical EQ Equal EXIST Existing EXP Exposed EXP JT Expansion Joint FF Finished Floor F.H. Fire Hydrant FL Flow Line GA Gauge GALV Galvanized GYP BD Gypsum Board H.B. Hose Bibb HC Handicapped H.D.G. Hot Dipped Galvanized HOR Horizontal HR Hour HT Height HVAC Heating, Ventilation, Air-Conditioning IN Inch J-Box Junction Box JAN Janitor JT Joint MANUF Manufacturer MAT Material MAX Maximum MECH Mechanical MEP Mechanical, Electrical, Plumbing MIN Minimum MISC Miscellaneous MTD Mounted MTL Metal N North NA Not Applicable NIC Not In Contract OC On Center OPP Opposite PLBG Plumbing PLYWD Plywood PSF Pounds per Square Foot PSI Pounds per Square Inch PTD Painted PVC Polyvinyl Chloride R Riser, Radius RAD Radius RE Refer REINF Reinforcement REQ Required SBC Standard Building Code SCHED Schedule SHT Sheet SIM Similar SPEC Specified, Specifications SQ FT/SF Square Feet STL Steel STRUCT Structural T.O.B. Top of Beam T.O.P. Top of Plate TYP Typical UL Underwriters' Laboratories, Inc. UNO Unless Noted Otherwise V Volt VA Volt Amperes W Width W/ With WD Wood WWM Welded Wire Mesh @ At Symbol Legend: Revision Tag Match Line North Arrow Elevation Marker Height Marker Section Marker Window Tag Door Tag Wall Tag Detail/ Enlarged Plan Tag Objects above or Hidden Structural & Windstorm : Munoz Engineering TBPE Firm No. F-12240 1608 S Brownlee Blvd Corpus Christi, TX, 78404 phone: 361.946.4848 fax: 361.944.1301 Attn. Ramiro Muñoz, III, PE, MLSE Accessibility : Brian Grunberg 722 St. Maria Dr. Corpus Christi, TX 78418 phone: 361.442.5092 email: [email protected] Attn. Mr. Brian Grunberg, RAS Project Team: Landscape Architect : Gignac Landscape Architecture 3833 S. Staples, Ste. N-119 Corpus Christi, TX 78411 phone: 361.853.0795 fax: 361.814.0195 Attn. Robert Gignac, RLA, ASLA Design Criteria/Facility Data: Address: 5333 South Staples, Corpus Christi, TX Property Description: Refer to Civil Legal Description: Refer to Civil Site Zone: Refer to Civil Project Description: New Construction Single Story Shell building for future retail build outs Building Code: International Building Code 2015 Building Area: Allowed: 12,500 sq.ft. and 2 stories Actual: 8,930 sq.ft. and 1 story Building Height: Allowed: 55' Actual: 19' Construction Classification: Type II-B Occupancy Type: Group M: 8,930 sq.ft. Occupant Load: Group M (60 Gross): 8,930/60=148 Occupants Total Occupant Load: 148 Occupants Separation Requirements: No Occupancy separation requirement for shell building Plumbing Fixture Count: Water Closets Provided: 0 (Shell Only) Lavatories Provided: 0 (Shell Only) Drinking Foundains Provided: 0 (Shell Only) Service Sinks Provided: 0 (Shell Only) Fire Sprinkled: No Fire Extinguishers: Max Travel: 75' Distance from property lines and Adjacent Buildings: Plan North: <30' (17') Zero rating required for Type II-B Mecantile Plan South: <30' (27') Zero rating required for Type II-B Mecantile Plan East: >30' Plan West: >30' Parking Requirements: UDC Requirement: Retail under 400,000sq.ft. 1 per 250 sq.ft. of gross floor area 8,930 sq.ft. of building/250= 35.72 parking spaces Required: 36 spaces ( including 2 H . C .) Civil : Munoz Engineering TBPE Firm No. F-12240 1608 S Brownlee Blvd Corpus Christi, TX, 78404 phone: 361.946.4848 fax: 361.944.1301 Attn. Ramiro Muñoz, III, PE, MLSE

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Page 1: 1 2 3 4 5 5333 South Staples Retail Centerbarcom.cc/.../06/5333-S-Staples-Final-Cover-Sheets.pdf · G G 100 Project Address: Project Data Cover Sheet-02 REV 05-25-17 Sheet Title Project

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5333 S 5333 S 5333 S 5333 S 5333 S 5333 S

Staples StStaples StStaples StStaples StStaples StStaples St

1. 5333 S Staples St

5333 S Staples St,Corpus Christi, TX 78411-4652

Search Results for "5333 S Staples St,

Corpus Christi, TX 78411-4652"

page 1 of 1

North

1

MATCH LINESEE XX/X-XXX

N

SHEET INDEXID

G100

G101

C1

C1.1

C1.2

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

L100

L101

L102

CB1-A200

CB1-A300

CB1-A400

S1.0

S1.1

S2

S3

S4

S4.1

S5

S6

S6.1

MEP1

E0.1

E1.1

E1.2

E2.1

E3.1

P1.1

NameCover Sheet-02 REV 05-25-17

ADA/TAS-IFP 04-06-17

Civil General Notes I-IFP 05-24-17

Civil General Notes II-IFP 05-24-17

Civil General Notes III-IFP 05-24-17

Civil Existing Conditions-Demolition-Control Plan-IFP 05-24-17

Civil Site Plan-IFP 05-24-17

Civil Staking Plan-IFP 05-24-17

Civil Erosion and Pollution Control Notes-IFP 05-24-17

Civil Erosion and Pollution Control Plan-IFP 05-24-17

Civil Grading Plan-IFP 05-24-17

Civil Accessibility-Signage-Striping Plan-IFP 05-24-17

Civil Utility Plan-IFP 05-24-17

Civil Miscellaneous Details I-IFP 05-24-17

Civil Miscellaneous Details II-IFP 05-24-17

Civil Miscellaneous Details III-IFP 05-24-17

Civil Wastewater Standard Details-IFP 05-24-17

Civil Water Standard Details-IFP 05-24-17

Civil Storm Water Details-IFP 05-24-17

Landscape Plan-01 REV 05-23-17

Landscape-Irrigation Plan-01 REV 05-23-17

Landscape and Irrigation Notes and Details-01 REV 05-23-17

Floor Plan-IFP 04-06-17

Roof Plan and RCP-IFP 04-06-17

Exterior Elevations-IFP 04-06-17

Structural Notes I-IFP 04-13-17

Structural Notes II-IFP 04-13-17

Structural Foundation Plan-IFP 04-13-17

Structural Roof Framing Plan-IFP 04-13-17

Structural Wall Panel Elevations I-IFP 04-13-17

Structural Wall Panel Elevations II-IFP 04-13-17

Structural Foundation Sections and Details-IFP 04-13-17

Structural Steel Framing Sections and Details I-IFP 04-13-17

Structural Steel Framing Sections and Details I-IFP 04-13-17

MEP Specifications-IFC 03-21-17

Electrical Site Plan-02 REV 05-23-17

Electrical Floor Plan-IFC 03-21-17

Electrical Lighting Control Plan-IFC 03-21-17

Electrical One Line Diagram-IFC 03-21-17

Electrical Details-IFC 03-21-17

Plumbing Floor Plan-IFC 03-21-17

C1A800

C1A800

C1A800

A

100A

A

C1A800

5333 South Staples Retail CenterLocation:

5333 South Staples StreetCorpus Christi, TX

Geotechnical:

Rock Engineering & Testing Lab., Inc.6817 Leopard StreetCorpus Christi, TX 78409phone: 361.883.4555fax: 361.883.4711Attn. Mark Rock

Vicinity Map:

MEP:

NRG Engineering5656 S. Staples, Ste. 360Corpus Christi, TX 78411phone: 361.852.2727fax: 361.852.2922Attn. Mr. John Rodriguez, P.E.

Owner:

5333 South Staples5826 Bear LaneCorpus Christi, TX 78504phone: 361.851.5000fax: 361.851.1717Attn. Mr. Dave Hoffman

Architect:

EDR Architects, PLLCP.O. Box 271613Corpus Christi, TX 78427phone: 361.537.4400email: [email protected]. Emily D. Rozypal, AIA

List of Abbreviations:ACI American Concrete InstituteAFF Above Finish FloorAISC American Institute of Steel constructionALUM AluminumANSI American National Standards InstituteAPPROX ApproximateASHRAE American Society of Heating, Refrigeration, & AC EngineersASME American Society of Mechanical EngineersASTM American Society for Testing Materials

BD BoardBLDG Building

CJ Control Joint; Construction JointCL Center LineCMU Concrete Masonry UnitCOL ColumnCONC ConcreteCONT ContinuousCSI Construction Specifications InstituteC.O. Cased Opening

D DepthDET DetailDIA DiameterDIM DimensionDTLS DetailsDWGS Drawings

EA EachEJ Expansion JointELEC ElectricalEQ EqualEXIST ExistingEXP ExposedEXP JT Expansion Joint

FF Finished FloorF.H. Fire HydrantFL Flow Line

GA GaugeGALV GalvanizedGYP BD Gypsum Board

H.B. Hose BibbHC HandicappedH.D.G. Hot Dipped GalvanizedHOR HorizontalHR HourHT HeightHVAC Heating, Ventilation, Air-Conditioning

IN Inch

J-Box Junction BoxJAN JanitorJT Joint

MANUF ManufacturerMAT MaterialMAX MaximumMECH MechanicalMEP Mechanical, Electrical, PlumbingMIN MinimumMISC MiscellaneousMTD MountedMTL Metal

N NorthNA Not ApplicableNIC Not In Contract

OC On CenterOPP Opposite

PLBG PlumbingPLYWD PlywoodPSF Pounds per Square FootPSI Pounds per Square InchPTD PaintedPVC Polyvinyl Chloride

R Riser, RadiusRAD RadiusRE ReferREINF ReinforcementREQ Required

SBC Standard Building CodeSCHED ScheduleSHT SheetSIM SimilarSPEC Specified, SpecificationsSQ FT/SF Square FeetSTL SteelSTRUCT Structural

T.O.B. Top of BeamT.O.P. Top of PlateTYP Typical

UL Underwriters' Laboratories,Inc.UNO Unless Noted Otherwise

V VoltVA Volt Amperes

W WidthW/ WithWD WoodWWM Welded Wire Mesh

@ At

Symbol Legend:

Revision Tag

Match Line

North Arrow

Elevation Marker

Height Marker

Section Marker

Window Tag

Door Tag

Wall Tag

Detail/ Enlarged PlanTag

Objects above orHidden

Structural & Windstorm:

Munoz EngineeringTBPE Firm No. F-122401608 S Brownlee BlvdCorpus Christi, TX, 78404phone: 361.946.4848fax: 361.944.1301Attn. Ramiro Muñoz, III, PE, MLSE

Accessibility:

Brian Grunberg722 St. Maria Dr.Corpus Christi, TX 78418phone: 361.442.5092email: [email protected]. Mr. Brian Grunberg, RAS

Project Team:

Landscape Architect:

Gignac Landscape Architecture3833 S. Staples, Ste. N-119Corpus Christi, TX 78411phone: 361.853.0795fax: 361.814.0195Attn. Robert Gignac, RLA, ASLA

Design Criteria/Facility Data:Address: 5333 South Staples, Corpus Christi, TXProperty Description: Refer to CivilLegal Description: Refer to CivilSite Zone: Refer to Civil

Project Description: New Construction Single Story Shell building for future retail build outs

Building Code: International Building Code 2015Building Area: Allowed: 12,500 sq.ft. and 2 stories Actual: 8,930 sq.ft. and 1 story Building Height: Allowed: 55' Actual: 19'Construction Classification: Type II-B

Occupancy Type: Group M: 8,930 sq.ft.Occupant Load: Group M (60 Gross): 8,930/60=148 Occupants Total Occupant Load: 148 Occupants

Separation Requirements: No Occupancy separation requirement for shell building

Plumbing Fixture Count: Water Closets Provided: 0 (Shell Only) Lavatories Provided: 0 (Shell Only) Drinking Foundains Provided: 0 (Shell Only) Service Sinks Provided: 0 (Shell Only) Fire Sprinkled: NoFire Extinguishers: Max Travel: 75'

Distance from property lines and Adjacent Buildings: Plan North: <30' (17') Zero rating required for Type II-B Mecantile Plan South: <30' (27') Zero rating required for Type II-B Mecantile Plan East: >30' Plan West: >30'

Parking Requirements: UDC Requirement: Retail under 400,000sq.ft. 1 per 250 sq.ft. of gross floor area8,930 sq.ft. of building/250= 35.72 parking spacesRequired: 36 spaces (including 2 H.C.)

Civil:

Munoz EngineeringTBPE Firm No. F-122401608 S Brownlee BlvdCorpus Christi, TX, 78404phone: 361.946.4848fax: 361.944.1301Attn. Ramiro Muñoz, III, PE, MLSE

Page 2: 1 2 3 4 5 5333 South Staples Retail Centerbarcom.cc/.../06/5333-S-Staples-Final-Cover-Sheets.pdf · G G 100 Project Address: Project Data Cover Sheet-02 REV 05-25-17 Sheet Title Project

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405 Ramps

1/4"

max

.

1/4"

1/4"

1/2"min.

1/2"

max

.406 Curb Ramps

303.2 Vertical 303.3 Beveled

303.1 Changes in Level(Exception)

307.4 Changes in level greater than 1/2" highshall be ramped

Related Sections

Related Details

303 Changes in Floor Level36

" min

.

60" min.

304.3.1 Circular space

24" m

in.

304.3.1 T-Shaped space

60" min. 12" min.12" min.

60" m

in.

60" min.

304.2 Changes in floor level not permitted

6" allowedtoe clearance

306.2 Toe Clearance306.3 Knee Clearance

304.4 Door swings may swing into turning space

(Exception)304.2 Floor & Ground Surface302 Floor & Ground Surface

Related Sections

Related Details

304 Turning Space

302 Floor & Ground Surface

305.5 Position of clear floor space

305.2 Changes in floor level not permitted

305.2 Floor & Ground Surface(Exception)

306.2 Toe Clearance306.3 Knee Clearance

305.6 One full unobstructed side shall adjoin an accessible route or another

305.7.1 Clearance in an alcove,forward approach

305.7.2 Clearance in an alcove,parallel approach

48" m

in.

30" min.

(a) Forward

48" min.

(b) Parallel

30" m

in.

36" min.

X>24

"

60" min.

X>15

"

clear floor space

Related Sections

Related Details

305 Clear Floor Space

307.4 Vertical Clearance307.3 Post-Mounted Objects

4" max.

X >

80"

X >

27"

307.2 Handrails are permitted toprotrude 4-1/2" maximum 307.5 Required Clear Width

505.10.1Handrail Extensions at

505.10.2Handrail Extensions atRamps

Stairs

(Parallel to path of travel)

Related Sections

Related Details

307.2 Limits of Protruding Objects

307.4 Vertical Clearance

307.2 Limits of Protruding

80" m

in.

307.3 Sloping portions of handrails of stairs and ramps

27" m

in.

27"-

80" 12"

max.

Circulation path

are not required to comply 307.3 (Exception)

X>12"

X>12"

307.5 Required Clear Width505.10.1Handrail Extensions at

505.10.2Handrail Extensions atRamps

Stairs

Objects

Related Sections

Related Details

307.3 Post-Mounted Object Clearance

407.4.3409.4.3410.4810.5.3810.10

Platform to HoistwayPlatform to HoistwayPlatform to RunwayPlatform to VehicleTrack Crossing

Dominant direction of travel

Long dimensionperpendicular todominant directionof travel

1/2" max.Related Sections

Related Details

302.3 Openings in Ground and Floor Surfaces

307.3 Post-Mounted Objects

307.2 Limits of Protruding

27" m

ax.

307.4 Door closers and stops shall be permittedto be 78" minimum above finished floor

X <

80"

Objects

307.5 Required Clear Width

Related Sections

Related Details

307.4 Vertical Clearance

308.1 Children's Reach Range

308.2.1 Unobstructedforward reach

20" max.

15" m

in.

308.2.2 Obstructed high forward reach

(a) (b)

48" m

ax.

48" m

ax.

44" m

ax.

>20"-25" max.

48" m

ax.

10" max.

15" m

in.

34" m

ax.

10" max.

48" m

ax.

34" m

ax.

46" m

ax.

308.2.1 Unobstructedside reach

308.3.2 Obstructed high side reach

(a) (b)

>10"-24" max.

309 Operable Parts308.3 Side Reach (Exception)

306.2 Toe Clearance306.3 Knee Clearance

Related Sections

Related Details

308 Reach Ranges

303 Changes in Floor Level

403.5.1 Clear width of an accessible route

403.5.2 Clear width at turns

(a) 180° Turn (b) 180° Turn (exception)

505 Handrails

32" m

in.

36" m

in.

32" m

in.

36" m

in.

24" max. 48" min. 24" max.

403.3 The running slope shall not be steeper than 1:20The cross slope shall not be steeper than 1:48

403.5.3 Passing Spaces

48" m

in.

60" m

in.

42" min. 42" min.X<48"

36" min. 36" min.X<48"

403.5 Clearances (Exception)

Related Sections

Related Details

403.5 Clearances on Accessible Route

404.2.3 There shall be no projections into the required clear opening lowerthan 34" above floor. Projections into the clear opening width between34" and 80" above floor shall noe project more than 4"

32" min.

403.5.2 Clear width at turns

(a) Hinged door (b) Sliding door (c) Folding door

32" min. 32" min.

90º

4" max.

404.2.2 At least one active leaf of doors with two leaves must comply with 404

404.2.4.1Maneuvering Clearance

404.2.4.2Maneuvering Clearance

404.2.4.3Maneuvering Clearance

Swinging Doors

Other Doors

Recessed Doors

404.1 Doors, Doorways, Gates(Exception)

404.2.3 Clear Width (Exception)404.2.5 Thresholds (Exception)

Related Sections

Related Details

404.2.3 Clear Width of Doorways

(a) Front approach, pull side (b,c) Front approach, push side*when provided w/both closer and latch

18" min.

(d) Hinge approach, pull side (e) Hinge approach, pull side

(f,g) Hinge approach, push side (h,i) Latch approach, pull side*when provided w/both closer and latch*when provided w/both closer and latch

(j,k) Latch approach, push side*when provided w/both closer and latch

60" m

in.

48" m

in.

60" m

in.

12" min.*

36" min. 54" m

in.

42" min.

42" m

in.

48" m

in.*

48" m

in.

54" m

in.*22" min.

24" min.

24" min.

48" m

in.*

42" m

in.

404.2.4.4 Changes in floor level not permitted

404.2.3 Clear Width404.2.6 Doors in Series

404.2.4 Maneuvering Clearance(Exception)

404.2.4.4Floor & Ground Surface(Exception)

404.3 Automatic & Power-Assisted Doors

Related Sections

Related Details

404.2.4.1 Maneuvering Clearances at Swinging Doors

(a) Pull side (c) Push side, door providedwith both closer and latch

60" m

in.

18" min.

12" min.

X>8"

X>8"

X>8"

(b) Push side

404.2.4.4 Changes in floor levelnot permitted

48" m

in.

48" m

in.

404.2.3 Clear Width

404.2.4 Maneuvering Clearance(Exception)

404.2.4.4Floor & Ground Surface(Exception)

404.3 Automatic & Power-Assisted Doors

404.2.6 Doors in Series

Related Sections

Related Details

404.2.4.3 Manuevering Clearances at Recessed Door

(a)

(b)

(c)

48" min.

48" min.

48" min.

Related Sections

Related Details

404.2.6 Doors in Series

404.2.4.1Maneuvering Clearance

404.2.4.3Maneuvering ClearanceSwinging Doors

Recessed Doors

edge protection

12" min.

edge protection

12" min.

X<4"

405.9.2 Curb or barrier405.9.1 Extended floor surface

405 Ramps405.9 Edge Protection

(Exception)

Related Sections

Related Details

405.9 Ramp Edge Protection

36" m

in.

1 120 12

406.2 Counter slope of adjacent surface

406.3 Sides of curb ramp406.4 Landing at top of ramp

1:101:10

406.6 Corner type curb ramps

24" min.

24" min.

48" m

in.

36" min.

406.4 Landings405.2405.3

Ramps - SlopeRamps - Cross Slope

405.4 Ramps - Surface405.5 Ramps - Clear Width405.10 Ramps - Wet Conditions

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Related Details

406 Curb Ramps

(a) Wheelchair accessible water closets (b) Ambulatory accessible water closets604.2 Water closet location

17-19"16-18"

18" min.56" m

in.

60" min. 60" min.

66" m

in.

water closets604.3.1 Clearance of

54" min.

grab bar604.5.1 Side wall

604.3.2 Overlap of water closet clearancein residential units (Exception)

33"-

36"

12" max.42" min.

grab bar604.5.2 Rear wall

location604.7 Dispenser outlet

36" min.12" min.

24" min.

15"

min

. 48" m

ax.

7"-9"

604.5.2 - 1. The rear grab bar can be 24 inches long minimum, centered on thewater closet, where wall space does not permit a length of 36" minimumdue to location of a recessed fixture adjacent to the water closet. 604.3.2 Overlap - WC Clearance

604.4 Seats (Exception)604.5.2 - 2. Where flush controls for flush valves are located in a position thatconflicts with the location of the rear grab bar, then the rear grab bar canbe split or shifted to the open side of the water closet

604.6 Hand operated flush controls shall be installed 36" max. above finishedfloor and located on the open side of water

309 Operable Parts

(Exception)

604.7 Dispensers604.9 WC & Compartments

for Children's Use

604.5 Grab Bars (Exception)

609 Grab Bars

Related Sections

Related Details

604 Water Closets

Dispenser must be < 4" (non-prodtruding object) to complywith 609.3

605.2 Height and depth of urinals(a) Wall hung type (b) Stall type

17" m

ax.

13 1/2" min. 13 1/2" min. Related Sections

Related Details

605 Urinals

309 Operable Parts

305 Clear Floor Space

308 Reach Range

48" m

ax.

34" m

ax.

606.3 Height

606.4 Faucets

kitchen sink in a space where a cook top or conventional range is not provided606.2 - 1. A parallel approach complying with 305 shall be permitted to a

Space Space (Exception)

and to wet bars

30" min.

25"

max

.30

" min

.

48" max.308.1 Children's Reach Range

34" m

ax.

Knee and toe clearance

606.5 Exposed Pipes andSurfaces

606.2 Clear Floor 606.2 -1. Clear Floor

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Related Details

606 Lavatories

606.2 Clear Floor Space(Exception)

309 Operable Parts

608.2.1 Transfer type shower 608.2.2 Standard roll-in type shower

610.3 Shower Compartment

36" m

in.

30" m

in.

60" min.

Back wall

Cont

rol

end

wall

Side

wal

l

Compliantlavatory

48" min.

60" min.*36"*

36"*

Side

wal

l30

" min

.*

oppositecontrols/seat(Exception)

Seats

Related Sections

Related Details

608.2 Sizes and Clearances for Shower Compartments

608.2.3 Alternate roll-in type shower

60" min.

60" min.*

Side

wal

l

Side

wal

l

Back wall

36" m

in.*

36" min.

Frontwall

Back wall

Side

wal

l

*Clear inside dimensions shall bemeasured from the center linesof opposing sides 608.7 Thresholds (Exception)

Related Sections

Related Details

608.3 Grab Bars for Shower Compartments

610.3 Shower CompartmentSeats

(a) Without seat

608.3.2 Standard roll-in type shower

18"

6" m

ax.

6" m

ax.

6" max.6" max.

6" m

ax.

608.3.3 Alternate roll-in type shower

608.3.2 Where seat is not provided,provide grab bars on threewalls

608.3.1 Transfer type shower 608.3.2 Standard roll-in type shower

(b) With seat

608.3.2 Grab bars shall not beprovided above seat

6" max. 6" max. 6" max.

6" m

ax.

608.3.3 Grab bars shall not beprovided above seat

608.3 Grab Bars (Exception)608.4 Seats (Exception)609 Grab Bars

608.5.1 Transfer type 608.5.2 Standard roll-In type shower

608.6 Shower Spray Unit

609 Grab Bars

Side 15"max.

38" m

in.

48" m

ax.

610 Shower Seats

309.4 Operable Parts,Operation

wall

48" m

ax.

48" m

ax.

27" max.

(a) Without seat (b) With seat

shower

Abov

e gr

abba

r, m

in.

Abov

e gr

abba

r, m

in.

(a) With seat (b) Without seat (c) Without seat

(d) With seat

608.5.3 Alternate roll-In type shower(elevation) (elevation) (plan)

(plan)

(Exception)

Related Sections

Related Details

608.5 Shower Control Locations