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T R A D I T I O N SG O L F L E A R N I N G C E N T E R
3880 SOUTH TRADITIONS DR.
OCTOBER 2016
BRYAN, TEXAS
PATTERSON ★ ARCHITECTS701 SOUTH TEXAS AVE.BRYAN, TEXAS [email protected]
SWOBODA ENGINEERING7010 COYOTE RUN RD.BRYAN, TEXAS979.774.3400
GESSNER ENGINEERING 2501 ASHFORD DR.COLLEGE STATION, TEXAS 979.680.8840
SSC PROJECT NUMBER: 2016-01260 PA PROJECT NUMBER: 1661
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A0.113
GENERALINFORMATION
Date:
Patterson Project No.: 1661
Drawn By:Checked By:
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
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2016-01260
Plot Date:
NEW
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SHED
3880
SO
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STRUCTURAL
CIVIL AND SURVEY
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13 NO SCALEINDEX TO DRAWINGSNO SCALEGRAPHIC SYMBOLS
NO SCALEMATERIAL SYMBOLS
NO SCALEPROJECT DATA1/4"=1'-0"TOILET MOUNTING STANDARDS
NO SCALEVICINITY MAP3/4"=1'-0"DOOR CLEARANCE REQ'SNO SCALESHEET LAYOUT
NO SCALEABBREVIATIONS
NORTH
1'-6" MINIMUM
4'-8" MINIMUM
TO STRIKEEDGE OF DOOR
1'-0" MIN.REQUIRED DIMENSIONSONLY WHEN DOOR HASA CLOSER & A LATCH
DOOR AS VARIESSCHEDULED
PUSH SIDE
PULL SIDE
TO STRIKEEDGE OF
DOOR
(5'-0" DESIRABLE)
2" MINIMUMSHOWN FORDOOR FRAME36" DOOR SHOWN
(MINIMUM CLEAROPENING 32")
4'-2" MINIMUM
COMPACTED SELECT FILL METAL GLASS
EXISTING GRADE (SUBGRADE) PLYWOOD INSULATION
CONCRETE FINISH WOOD ACOUSTICAL TILE, BOARD
BRICK CONTINUOUS RIGID INSULATION
CONCRETE MASONRY UNITS BLOCKING
MORTAR, GROUT, SAND GYPSUM BOARD
DIMENSIONALLUMBER
Nov 1, 2016A0.1 Gen Info 1661.vwx
ARCHITECTURALA0.1 GENERAL INFORMATION
A0.2 TAS SHEET
A0.3 TAS SHEET
A1.0 SITE PLAN
A1.1 SITE PLAN DETAILS
A1.2 GRADING/LANDSCAPE PLAN
A2.1 FLOOR PLAN - STORAGE BLDG.
A2.2 FLOOR PLAN - BASKETBALL COURT
A2.3 ROOF PLAN
A3.1 SCHEDULES
A4.1 EXTERIOR ELEVATIONS
A4.2 BUILDING SECTIONS - STORAGE BLDG.
A4.3 BUILDING SECTIONS - BASKETBALL COURT
MECHANICAL
ME1 ELECT/MECH SITE PLAN
M1.1 STORAGE MECHANICAL PLAN
ELECTRICALE1.1 STORAGE LIGHTING PLAN
STRUCTURALS100 STORAGE SHED FOUNDATION PLAN
S101 BASKETBALL COURT FOUNDATION PLAN
P R
O J
E C
T
T I T
L E
20 16 12 8 4
19 15 11 7 3
18 14 10 6 2
17 13 9 5 1
THE DETAIL MODULES 1 THRU 20 ARE AVAILABLE FOR EACH SHEET, AND IF USED, WILL ALWAYS APPEAR IN THE LOCATIONS SHOWN. DETAILS MAY BE DRAWN ON ONE OR MULTIPLE MODULES.
NORTH ARROW
ELEVATION
BUILDING SECTION
WALL SECTION
DETAIL REFERENCE
ELEVATION DATUM POINT
DOOR NUMBER
WINDOW TYPE
REVISION NUMBER
PARTITION TYPE
ROOM NUMBER
BREAK LINE
CENTER LINE
HIDDEN LINE
A
1 COLUMN LINE REFERENCE
TRUENORTH DETAIL MODULESHEET NUMBER
3/A4.1
4A4.1
29
3/A4.1
4A4.1
B
A
212
L.L.H.L.L.V.L.PT.LT.LTL.LVL.LVR.
MATL.MAX.M.B.MAS.M.C.MECH.MED.MEMB.MTL.MEZZ.MFR.M.H.MIN.MIRMIRSMISC.MLDG.M.O.M.O.P.MTD.MTG.MULL.
N.N.I.C.NO.NOM.N.T.S.
O.A.O/AO.C.O.D.OFF.OPNG.OPP.OPP.H.OZ.
PART.PBD.P.C.C.PEMB
PL.P.LAM.PLAS.PLYWD.PNL.POL.PR.P.S.F.
P.S.I.
PT.PTD.P.V.C.PVMT.
Q.T.QTR.
R.R/ARAD.R.D.REF.REFG.REINF.REQD.RESIL.REV.RM.R.O.
S.S/ASAN.S.B.S.C.SCH.S.D.SECT.SHWR.SHT.SIM.SL.SPEC.SQ.SRS.S.S.SK.S.ST.STD.STL.STOR.STRUCT.SURF.SUSP.SYM.SYS.
T.T.B.T.D.T.D.R.
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TV.T.W.TYP.
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VERT.VEST.V.I.F.V.W.C.
W.W/W.C.WD.WDW.W/OWP.W.R.W/RWSCT.WT.W.W.M.
AndAngleAtChannelCenter LinePerpendicularPound or Number
Anchor BoltAboveAir ConditionerAcousticalArea DrainAddendumAbove Finished FloorAggregateAir Handling UnitAllowanceAlternateAluminumAnodizedApproximateArchitect(-ural)AsphaltAutomaticAuxiliaryAverage
Baby Changing StationBoardBuildingBlockBlockingBeamBench MarkBottomBasementBuilt Up Roofing
CabinetChalkboardCementCeramicCounter FlashingCubic Feet Per MinuteCorner GuardCoat HookCast IronControl JointCeilingClosetClearConcrete Masonry UnitColumnConcreteConstruction(-ed)ContinuousCarpetCurtain RodCountersinkCeramic TileCubic Feet (Foot)Cubic InchCubic Yard
DoubleDetailDrinking FountainDouble HungDiagonalDiameterDimensionDivisionDownDoor OpeningDoorDowelDownspoutDrawing(-s)
EastEachExpansion BoltElectric Drinking FountainExterior Insulation Finish SystemExpansion JointElevationElectric(-al)ElevatorEmergencyEnclosureEqualExhaustExpansionExistingExterior
Fabric(-ate, -ated)Fire AlarmFloor DrainFoundationFire ExtinguisherFire Extinguisher CabinetFire Hose CabinetFire Hose RackFire HydrantFinish(-ed)Flow LineFlashingFlexibleFloorFluorescentFeminine Napkin DispenserFeminine Napkin ReceptacleFolding Shower SeatFoot(Feet)FootingFurringFutureFabric Wall Covering
GaugeGalvanize(-d)Grab BarGalvanized IronGlass, Glaze (-d, -ing)GradeGypsum
HighHorizontal BlindHollow CoreHand DryerHardwoodHardwareHollow MetalHorizontalHourHeightHeatingHeating, Ventilation, & Air ConditioningHandicap Water ClosetHandicap UrinalHandicap Lavatory
Inside DiameterInchIncludedInteriorInvert
JanitorJoistJoint
Laminate(-d)LavatoryPoundLocker
Long Leg HorizontalLong leg VerticalLow PointLightLintelLevel Louver
MaterialMaximumMarker BoardMasonryMedicine CabinetMechanicalMediumMembraneMetalMezzanineManufacturerMan HoleMinimumMirrorMirror with ShelfMiscellaneousMouldingMasonry OpeningMop HolderMountedMountingMullion
NorthNot In ContractNumberNominalNot to Scale
Over AllOutside AirOn CenterOutside DimensionOfficeOpeningOppositeOpposite HandOunce
PartitionParticleboardPre-Cast ConcretePre-Engineered Metal BuildingPlatePlastic LaminatePlasterPlywoodPanel(-ing)PolishPairPounds Per Square FootPounds Per Square InchPointPaintedPolyvinyl ChloridePavement
Quarry TileQuarter
RiserReturn AirRadiusRoof DrainReferenceRefrigeratorReinforce(-d, -ing)RequiredResilientReviseRoomRough Opening
SouthSupply AirSanitarySplash BlockSolid CoreScheduleSoap DispenserSectionShowerSheetSimilarSlopeSpecification(-s, -ied)SquareShower RodSanitary SewerService SinkStainless SteelStandardSteelStorageStructureSurfaceSuspendedSymmetricalSystem
TreadTowel BarTowel DispenserTowel Dispenser- ReceptacleTelephoneTongue and GrooveTexture and PaintThick(-ness)ThresholdTop of PavementTop of SlabTop of CurbTop of SteelToilet Tissue DispenserTelevisionTackwallTypical
Urinal
Vertical BlindVinyl Composition TileVerticalVestibuleVerify in FieldVinyl Wall Covering
WestWithWater ClosetWoodWindowWithoutWaterproofWaste ReceptacleWater ResistantWainscotWeightWelded Wire Mesh
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A.B.ABV.A/CACOUS.A.D.ADD.AFF.
AGG.AHU.ALLOW.ALT.ALUM.ANOD.APPROX.ARCH.ASPH.AUTOAUX.AVG.
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1
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36
" MA
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34
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27"
MIN
.
44
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8"
44
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TTD
GRAB BARS
HWC T.O.S.
FNDSD
MIR
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EDFFNDTDSDMIRLAVURNFNRTTDWCT.O.S.H C
ELECTRIC DRINKING FOUNTAINFEMININE NAPKIN DISPENSERTOWEL DISPENSERSOAP DISPENSERMIRRORLAVATORYURINALFEMININE NAPKIN RECEPTACLETOILET PAPER DISPENSERWATER CLOSETTOP OF SEATHANDICAPPED
LEGEND
EDF
TO S
PO
UT
TDHURN
FNR
REF. SPECS FOR SPECIFIC BOBRICK (OR EQUAL) NUMBERS FOR EACH TOILETACCESSORY SHOWN
TO S
PO
UT
27"
MIN
.
NOTE: 1. ALL EXPOSED HOT WATER PIPING AND ASSOCIATED DRAINSUNDER H.C. LAVS TO BE INSULATED . 2. ALL HEIGHTS SHOWN FOR HC ACCESSIBILITY
12" MAX.42" MIN.
54" MIN.
12" MIN.24" MIN.
16"-18"
60" MIN.
33
"-3
6"
17"-
19"
7"-9"
56" MIN WALL MTD17" M
AX.
44
" MA
X.
TTD
59" MIN FLR MTD
44
" MA
X.
60
" MA
X
48
"F/5
4"S
8" MAX
12"MAX
48
"F/5
4"S8
0"
15"20
"
16"
9" FEC FIRE EXTINGUISHER CABINET
LEGENDMARKERBOARD/
TACKBOARD
F.E.C. PHONE HANDSETCONTROLS
DRYWALL
CLOCK
SIGNAGE
OUTLETS
OUTLETS
CONTROLS SWITCH, THERMOSTAT, & OTHER OPERATING MECHANISMS
48"F/54"S MAX. FRONT APPROACH /MAX. SIDE APPROACH
8" CMU STARTER COURSE4" CMU STARTER COURSE
COUNTER
VISUALALARM
28
"-3
4"
30
"
48
"F/5
4"S
TO C
EN
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F S
IGN
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SITE
AREA CALCULATIONS:
STORAGE BUILDING AREA: 2,520 S.F. (PER AIA D101) SINGLE STORY
BASKETBALL COURT AREA = 3,900 S.F.
SITE PARKING:
EXISTING ON-SITE PARKING TO REMAIN 22 SPACES
(INCLUDES 1 HANDICAP ACCESSIBLE SPACE
NEW ON-SITE PARKING ADDED 5 SPACES
TOTAL SPACES PROVIDED 27 SPACES
*PROVIDE NEW HANDICAP SIGN FOR (1) ADDITIONAL SPACE.
CODE DATA:
NFPA 101 - LIFE SAFETY CODE (2015 EDITION)
INTERNATIONAL BUILDING CODE (2015 EDITION)
GOLF STORAGE SHED
OCCUPANCY: GROUP S/U
NEW CONSTRUCTION: TYPE V (UNPROTECTED & NON-SPRINKLED)
BASKETBALL COURT
OCCUPANBY: GROUP B
NEW CONSTRUCTION: TYPE III
Nov 1, 2016A0.2 TAS 2012-1661.vwx
TAS SECTION 307.3 - POST-MOUNTED OBJECTS. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12" max. when located 27" min. and 80" max. above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12", the lowest edge of such sign or obstruction shall be 27" max. or 80" min. above the finish floor or ground. (See Exception)
TAS SECTION 307.4 - VERTICAL CLEARANCES. Vertical clearance shall be 80" high min. Guardrails or other barriers shall be provided where the vertical clearance is less than 80" high. The leading edge of such guardrail or barrier shall be located 27" max. above the finish floor or ground. (See Exception)TAS SECTION 307.5 - REQUIRED CLEAR WIDTH. Protruding objects shall not reduce the clear width required for accessible routes.
308 REACH RANGESTAS SECTION 308.1 - GENERAL. Reach ranges shall comply with 308. (See Advisory 308.1)
TAS SECTION 308.2 - FORWARD REACH
TAS SECTION 308.2.1 - UNOBSTRUCTED. Where a forward reach is unobstructed, the high forward reach shall be 48" max. & the low forward reach shall be 15" min. above the finish floor or ground.
TAS SECTION 308.2.2 - OBSTRUCTED HIGH REACH. Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48" max. where the reach depth is 20" max. Where the reach depth exceeds 20", the high forward reach shall be 44" max. & the reach depth shall be 25" max.
TAS SECTION 308.3 - SIDE REACH
TAS SECTION 308.3.1 - UNOBSTRUCTED. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48" max. & the low side reach shall be 15" min. above the finish floor or ground. (See Exceptions)
TAS SECTION 308.3.2 - OBSTRUCTED HIGH REACH. Where a clear floor or ground space allows a parallel approach to an element & the high side reach is over an obstruction, the height of the obstruction shall be 34" max. & the depth of the obstruction shall be 24" max. The high side reach shall be 48" max. for a reach depth of 10" max. Where the reach depth exceeds 10", the high side reach shall be 46" max. for a reach depth of 24" max. (See Exception)
309 OPERABLE PARTS TAS SECTION 309.1 - GENERAL. Operable parts shall comply with 309.
TAS SECTION 309.2 - CLEAR FLOOR SPACE. A clear floor or ground space complying with 305 shall be provided.
TAS SECTION 309.3 - HEIGHT. Operable parts shall be placed within one or more of the reach ranges specified in 308.
TAS SECTION 309.4 - OPERATION. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 lbs max. (See Exception)
402 ACCESSIBLE ROUTESTAS SECTION 402.2 - COMPONENTS. Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, & platform lifts.
403 WALKING SURFACESTAS SECTION 403.2 - FLOOR OR GROUND SURFACE. Floor or ground surfaces shall comply with 302.
TAS SECTION 403.3 - SLOPE. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48
TAS SECTION 403.4 - CHANGES IN LEVEL. Changes in level shall comply with 303.
TAS SECTION 403.5 - CLEARANCES. Walking surfaces shall provide clearances complying with 403.5(See Exception)
TAS SECTION 403.5.1 - CLEAR WIDTH. Except as provided in 403.5.2 & 403.5.3, the clear width of walking surfaces shall be 36" min. EXCEPTION: The clear width shall be permitted to be reduced to 32" min. for a length of 24" max. provided that reduced width segments are separated by segments that are 48" long min. & 36" wide min.
TAS SECTION 403.5.2 - CLEAR WIDTH AT TURN. Where the accessible route makes a 180 degree turn around an element which is less than 48" wide, clear width shall be 42" min. approaching the turn, 48" min. at the turn & 42" min. leaving the turn. (See Exception)
TAS SECTION 403.5.3 - PASSING SPACES. An accessible route with a width less than 60" shall provide passing spaces at intervals of 200' max. Passing spaces shall be either: a space 60" x 60" min; or, an intersection of two walking surfaces providing a T-shaped space where the base and arms of the T-shaped space extend 48" min. beyond the intersection.
TAS SECTION 403.6 - HANDRAILS. Where handrails are provided along walking surfaces with running slopes not steeper than 1:20 they shall comply with 505. (See Advisory 403.6)
404 DOORS, DOORWAYS, AND GATESTAS SECTION 404.1 GENERAL. Doors, doorways and gates that are part of an accessible route shall comply with 404. (See Exception) (See Advisory 404.1)
TAS SECTION 404.2 - MANUAL DOORS, DOORWAYS, AND MANUAL GATES. Manual doors & doorways & manual gates intended for user passage shall comply with 404.2.
TAS SECTION 404.2.1 - REVOLVING DOORS, GATES, AND TURNSTILES. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route.
TAS SECTION 404.2.2 - DOUBLE LEAF DOORS AND GATES. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 & 404.2.4.
TAS SECTION 404.2.3 - CLEAR WIDTH. Door openings shall provide a clear width of 32" min. Clear openings of doorways with swinging doors shall be measured between the face of the door & the stop, with the door open 90 degrees. Openings more than 24" deep shall provide a clear opening of 36" min. There shall be no projections into the required clear opening width lower than 34" above the finish floor or ground. Projections into the clear opening width between 34" & 80" above the finish floor or ground shall not exceed 4". (See Exceptions)
TAS SECTION 404.2.4 - MANEUVERING CLEARANCES. Minimum maneuvering clearances at doors & gates shall comply with 404.2.4. Maneuvering clearances shall extend the full width of the doorway & the required latch side or hinge side clearance. (See Exception)
TAS SECTION 404.2.4.1 - SWINGING DOORS AND GATES. Swinging doors & gates shall have maneuverig clearances complying with Table 404.2.4.1.
TAS SECTION 404.2.4.2 - DOORWAYS WITHOUT DOORS OR GATES, SLIDING & FOLDING DOORS. Doorways less than 36" wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 404.2.4.2.
TAS SECTION 404.2.4.3 - RECESSED DOORS AND GATES. Maneuvering clearances for forward approach shall be provided when any obstruction within 18" of the latch side of a doorway projects more than 8" beyond the face of the door, measured perpendicular to the face of the door or gate. (See Advisory 404.2.4.3)
TAS SECTION 404.2.4.4 - FLOOR OR GROUND SURFACE. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. (See Exceptions)
TAS SECTION 404.2.5 - THRESHOLDS. Thresholds, if provided at doorways, shall be 1/2" high max. Raised thresholds & changes in level at doorways shall comply with 302 & 303. (See Exception)
TAS SECTION 404.2.6 -DOORS IN SERIES AND GATES IN SERIES. The distance between two hinged or pivoted doors in series & gates in series shall be 48" min. plus the width of doors or gates swinging into the space.
TAS SECTION 404.2.7 -DOORS AND GATE HARDWARE. Handles, pulls, latches, locks, & other operable parts on doors & gates shall comply with 309.4. Operable parts of such hardware shall be 34" min. & 48" max. above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (See Exceptions) (See Advisory 404.2.7)
TAS SECTION 404.2.8 - CLOSING SPEED. Door and gate closing speed shall comply with 404.2.8.
TAS SECTION 404.2.8.1 -DOORS CLOSERS AND GATE CLOSERS. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds min.
THE ABOVE GUIDELINES ARE NOT A COMPLETE REITERATION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) BUT AN EXCERPT OF SELECTED TECHNICAL REQUIREMENTS PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. REFERTO THE ARCHITECTURAL BARRIERS ACT , ARTICLE 9102, TEXAS CIVIL STATUTES FOR THE COMPLETE STANDARDS. PATTERSON ARCHITECTS IS NOT RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF THE ABOVE GUIDELINES.
502 PARKING SPACESTAS SECTION 502.1 - GENERAL. Car & van parking spaces shall comply with 502. Where parking spaces are marked with lines, width measurements of parking spaces & access aisles shall be made from the centerline of the markings. (See Exception)
TAS SECTION 502.2 - VEHICLE SPACES. Car parking spaces shall be 96" wide min. & van parking spaces shall be 132" wide min., shall be marked to define width, and shall have an adjacent access aisle complying with 502.3. EXCEPTION: Van parking spaces shall be permitted to be 96" wide min. where the access aisle is 96" wide min.
TAS SECTION 502.3 - ACCESS AISLE. Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. (See Advisory 502.3)
TAS SECTION 502.3.1 - WIDTH. Access aisles serving car & van parking spaces shall be 60" wide min.
TAS SECTION 502.3.2 - LENGTH. Access aisles shall extend the full length of the parking spaces they serve.
TAS SECTION 502.3.3 - MARKING. Access aisles shall be marked so as to discourage parking in them. (See Advisory 502.3.3)
TAS SECTION 502.3.4 - LOCATION. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for angled van parking spaces which shall have access aisles located on the passenger side of the parking spaces. (See Advisory 502.3.4)
TAS SECTION 502.4 - FLOOR OR GROUND SURFACES. Parking spaces & access aisles serving them shall comply with 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. (See Exception) (See Advisory 502.4)
TAS SECTION 502.5 - VERTICAL CLEARANCE. Parking spaces for vans & access aisles & vehicular routes serving them shall provide a vertical clearance of 98" min. (See Advisory 502.5)
TAS SECTION 502.6 - IDENTIFICATION. Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1. Signs identifying van parking spaces shall contain the designation "van accessible." Signs shall be 60" min. above the finish floor or ground surface measured to the bottom of the sign. (See Advisory 502.6)
TAS SECTION 502.7 - RELATIONSHIP TO ACCESSIBLE ROUTES. Parking spaces and access aisles shall be designed so that cars & vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. (See Advisory 502.7)
503 PASSENGER LOADING ZONESTAS SECTION 503.1 - GENERAL. Passenger loading zones shall comply with 503.
TAS SECTION 503.2 - VEHICLE PULL-UP SPACE. Passenger loading zones shall provide a vehicular pull-up space 96" wide min. & 20'-0" long min.
TAS SECTION 503.3 - ACCESS AISLE. Passenger loading zones shall provide access aisles complying with 503 adjacent to the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way.
TAS SECTION 503.3.1 - WIDTH. Access aisles serving vehicle pull-up spaces shall be 60" wide min.
TAS SECTION 503.3.2 - LENGTH. Access aisles shall extend the full length of the vehicle pull-up spaces they serve.
TAS SECTION 503.4 - FLOOR AND GROUND SURFACES. Vehicle pull-up spaces & access aisles serving them shall comply with 302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted.
TAS SECTION 503.5 - VERTICAL CLEARANCE. Vehicle pull-up spaces, access aisles serving them, & a vehicular route from an entrance to the passenger loading zone, & from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114" min.
504 STAIRWAYSTAS SECTION 504.1 - GENERAL. Stairs shall comply with 504.
TAS SECTION 504.2 - TREADS AND RISERS. All steps on a flight of stairs shall have uniform riser heights & uniform tread depths. Risers shall be 4" high min. & 7" high max. Treads shall be 11" deep min.
TAS SECTION 504.3 - OPEN RISERS. Open risers are not permitted.
TAS SECTION 504.4 - TREAD SURFACE. Stair treads shall comply with 302. Changes in level are not permitted. EXCEPTION: Treads shall be permitted to have a slope not steeper than 1:48. (See Advisory 504.4)
TAS SECTION 504.5 - NOSINGS. The radius of curvature at the leading edge of the tread shall be 1/2" max. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees max. from vertical. The permitted projection of the nosing shall extend 1 1/2" max. over the tread below.
TAS SECTION 504.6 - HANDRAILS. Stairs shall have handrails complying with 505.
TAS SECTION 504.7 - WET CONDITIONS. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water.
505 HANDRAILSTAS SECTION 505.1 - GENERAL. Handrails provided along walking surfaces complying with 403, required at ramps complying with 405, & required at stairs complying with 504 shall comply with 505. (See Advisory 505.1)
TAS SECTION 505.2 - WHERE REQUIRED. Handrails shall be provided on both sides of stairs & ramps. EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a handrail is provided at either side or within the aisle width.
TAS SECTION 505.3 - CONTINUITY. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs & ramps shall be continuous between flights or runs. EXCEPTION: In assembly areas, handralis on ramps shall not be required to be continous in aisles serving seating.
TAS SECTION 505.4 - HEIGHT. Top of gripping surfaces of handrails shall be 34" - 38" vertically above walking surfaces, stair nosings, & ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, & ramp surfaces. (See Advisory 505.4)
TAS SECTION 505.5 - CLEARANCE. Clearance between handrail gripping surfaces & adjacent surfaces shall be 1 1/2" min.
TAS SECTION 505.6 - GRIPPING SURFACE. Handrail gripping surfaces shall be continuous along their length & shall not be obstructed for more than 20% of their length. Where provided, horizontal projections shall occur 1 1/2" min. below the bottom of the handrail gripping surface. (See Exceptions) (See Advisory 505.6)
TAS SECTION 505.7 - CROSS SECTION. Handrail gripping surfaces shall have a cross section complying with 505.7.1 or 505.7.2.
TAS SECTION 505.7.1 - CIRCULAR CROSS SECTION. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1 1/4" min. & 2" max.
TAS SECTION 505.7.2 - NON-CIRCULAR CROSS SECTIONS. Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4" min. & 6 1/4" max, & a cross-section dimension of 2 1/4" max.
TAS SECTION 505.8 - SURFACES. Handrail gripping surfaes & any surfaces adjacent to them shall be free of sharp or abrasive elements & shall have rounded edges.
TAS SECTION 505.9 - FITTINGS. Handrails shall not rotate within their fittings.
TAS SECTION 505.10 - HANDRAIL EXTENSIONS. Handrail gripping surfaces shall extend beyond & in the same direction of stair flights & ramp runs in accordance with 505.10. (See Exeptions)
TAS SECTION 505.10.1 - TOP AND BOTTOM EXTENSION AT RAMPS. Ramp handrails shall extend horizontally above the landing for 12" min. beyond the top & bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run.
TAS SECTION 505.10.2 - TOP EXTENSION AT STAIRS. At the top of a stair flight, handrails shall extend horizontally above the landing for 12" min. beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight.
TAS SECTION 505.10.3 BOTTOM EXTENSION AT STAIRS. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight.
602 DRINKING FOUNTAINSTAS SECTION 602.1 - GENERAL. Drinking fountains shall comply with 307 & 602.
TAS SECTION 602.2 - CLEAR FLOOR SPACE. Units shall have a clear floor or ground space complying with 305 positioned for a forward aproach & centered on the unit. Knee & toe clearance complying with 306 shall be provided. (See Exception)
TAS SECTION 602.3 - OPERABLE PARTS. Operable parts shall comply with 309.
TAS SECTION 602.4 - SPOUT HEIGHT. Spout outlets shall be 36" max. above the finish floor or ground.Refer detail 1E/A0.2
TAS SECTION 602.5 - SPOUT LOCATION. The spout shall be located 15" min. from the vertical support & 5" max. from the front edge of the unit, including bumpers. Refer detail 1E/A0.2.
TAS SECTION 602.6 - WATER FLOW. The spout shall provide a flow of water 4" high min. & shall be located 5" max. from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3" of the front of the unit, the angle of the water stream shall be 30ñ max. Where spouts are located between 3" & 5" max. from the front of the unit, the angle of the water stream shall be 15ñ max. (See Advisory 602.6)
TAS SECTION 602.7 - DRINKING FOUNTAINS FOR STANDING PERSONS. Spout outlets of drinking fountains for standing persons shall be 38" min. & 43" max. above the finish floor or ground.
603 TOILET AND BATHING ROOMSTAS SECTION 603.2 - CLEARANCES. Clearances shall comply with 603.2
TAS SECTION 603.2.1 - TURNING SPACE. Turning space complying with 304 shall be provided within this room.
TAS SECTION 603.2.2 - OVERLAP. Required clear floor spaces, clearance at fixtures, & turning space shall be permitted to overlap.
TAS SECTION 603.2.3 - DOOR SWING. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors shall be permitted to swing into the required turning space. (See Exceptions) (See Advisory 603.2.3)
TAS SECTION 603.3 - MIRRORS. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40" max. above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35" max. above the finish floor or ground. (See Advisory 603.3)
TAS SECTION 603.4 - COAT HOOKS AND SHELVES. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40" min. & 48" max. above the finish floor.
604 WATER CLOSETS AND TOILET COMPARTMENTSTAS SECTION 604.1 - GENERAL. Water closets & toilet compartments shall comply with 604.2-604.8. (See Exception)
TAS SECTION 604.2 - LOCATION. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16" min. to 18" max. from the side wall or partition, except that the water closet shall be 17" min. & 19" max. from the side wall or partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water closets shall be arranged for a left-hand or right-hand approach.
TAS SECTION 604.3 - CLEARANCE. Clearances around water closets & in toilet compartments hall comply with 604.3.
TAS SECTION 604.3.1 - SIZE. Clearance around a water closet shall be 60" mini. measured perpendicular from the side wall and 56" min. measured perpendicular from the rear wall.
TAS SECTION 604.3.2 - OVERLAP. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, sheles, accessible routes, clear floor space & clearances required at other fixtures, & the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. (See Exception) (See Advisory 604.3.2)
TAS SECTION 604.4 - SEATS. The seat height of a water closet above the finish floor shall be 17" min. & 19" max. measured to the top of the seat. Seats shall not be sprung to return to a lifted position. (See Exceptions)
TAS SECTION 604.5 - GRAB BARS. Grab bars for water closets shall comply with 609. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall. (See Exceptions) (See Advisory 604.5)
TAS SECTION 604.5.1 - SIDE WALL. The side wall grab bar shall be 42" long min, located 12" max. from the rear wall & extending 54" min. from the rear wall.
TAS SECTION 604.5.2 - REAR WALL. The rear wall grab bar shall be 36" long min. & extend from the centerline of the water closet 12" min. on one side and 24" min. on the other side. (See Exceptions)
TAS SECTION 604.6 - FLUSH CONTROLS. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.8.2. (See Advisory)
TAS SECTION 604.7 - DISPENSERS. Toilet paper dispensers shall comply with 309.4 & shall be 7" min. & 9" max. in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 15" min. & 48" max. above the finish floor &shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. (See Advisory 604.7)
TAS SECTION 604.7 - TOILET COMPARTMENTS. Wheelchair accessible toilet compartments shall meet the requirements of 604.8.1 & 604.8.3. Compartments containing more than one plumbing fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604.8.2 & 604.8.3.
TAS SECTION 604.8.1.1 - WHEELCHAIR ACCESSIBLE COMPARTMENTS - SIZE. Wheelchair accessible compartments shall be 60" wide min. measured perpendicular to the side wall, & 56" deep min. for wall hung water closets & 59" deep min. for floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments for children's use shall be 60" wide min. measured perpendicular to the side wall, & 59" deep min. for wall hung & floor mounted water closets measured perpendicular to the rear wall. (See Advisory)
TAS SECTION 404.2.8.2 -SPRING HINGES. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds min.
TAS SECTION 404.2.9 -DOORS AND GATE OPENING FORCE. Fire doors shall have a min. opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds max.; 2. Sliding or folding doors: 5 pounds max. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. (See Advisory 404.2.9)
TAS SECTION 404.2.10 - DOOR AND GATE SURFACES. Swinging door & gate surfaces within 10" of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16" of the same plane as the other. Cavaties created by added kick plates shall be capped. (See Exceptions)
TAS SECTION 404.2.11 - VISION LIGHTS. Doors, gates & sie lights adjacent to doors or gates, containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one glazed panel located 43" max. above the finish floor. (See Exception)
TAS SECTION 404.3 - AUTOMATIC AND POWER-ASSISTED DOOR AND GATES. (Refer Texas Accessibility Standards and other design guidlines)
405 RAMPS TAS SECTION 405.1 - GENERAL. Ramps on accessible routes shall comply with 405. (See Exception)
TAS SECTION 405.2 - SLOPE. Ramp runs shall have a running slope not steeper than 1:12. (See Exception) (See Advisory 405.2)
TAS SECTION 405.3 - CROSS SLOPE. Cross slope of ramp runs shall not be steeper than 1:48. (See Advisory 405.3)
TAS SECTION 405.4 - FLOOR OR GROUND SURFACES. Floor or ground surfaces of ramp runs shall comply with 302. Changes in level other than the running slope and cross slope are not permitted on ramp runs.
TAS SECTION 405.5 - CLEAR WIDTH. The clear width of a ramp run and, where handrails are provided, the clear width between handrails shall be 36" min. (See Exception)
TAS SECTION 405.6 - RISE. The rise for any ramp run shall be 30" max.
TAS SECTION 405.7 - LANDINGS. Ramps shall have landings at the top & the bottom of each ramp run. Landings shall comply with 405.7. (See Advisory 405.7)
TAS SECTION 405.7.1 - SLOPE. Landings shall comply with 302. Changes in level are not permitted EXCEPTION: Slopes not steeper than 1:48 shall be permitted.
TAS SECTION 405.7.2 - WIDTH. The landing clear width shall be at least as wide as the widest ramp run leading to the landing.
TAS SECTION 405.7.3 - LENGTH. The landing clear lenght shall be 60" long min.
TAS SECTION 405.7.4 - CHANGE IN DIRECTION. Ramps that change direction between runs at landings shall have a clear landing 60" min. by 60" min.
TAS SECTION 405.7.5 - DOORWAYS. Where doorways are located adjacent to a ramp landing, maneuvering clearances required by 404.2.4 & 404.3.2 shall be permitted to overlap the required landing area.
TAS SECTION 405.8 - HANDRAILS. Ramp runs with a rise greater than 6" shall have handrails complying with 505. (See Exception)
TAS SECTION 405.9 - EDGE PROTECTION. Edge protection complying with 405.9.1 or 405.9.2 shall be provided on each side of ramp runs & at each side of ramp landings. (See Exception)
TAS SECTION 405.9.1 - EXTENDED FLOOR OR GROUND SURFACE. The floor or ground surface of the ramp run or landing shall extend 12" min. beyond the inside face of a handrail complying with 505. (See Advisory 405.9.1)
TAS SECTION 405.9.2 - CURB OR BARRIER. A curb or barrier shall be provided that prevents the passage of a 4" diameter sphere, where any portion of the sphere is within 4" of the finish floor or ground surface.
TAS SECTION 405.10 - WET CONDITIONS. Landings subject to wet conditions shall be designed to prevent the accumulation of water.
406 CURB RAMPSTAS SECTION 406.1 - GENERAL. Curb ramps on accessible routes shall comply with 406, 405.2 through 405.5, & 405.10.
TAS SECTION 406.2 - COUNTER SLOPES. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall 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. Ref. detail 1D/A0.2.
TAS SECTION 406.3 - SIDES OF CURB RAMPS. Where provided, curb ramp flares shall not be steeper than 1:10. Ref. detail 1D/A0.2.
TAS SECTION 406.4 - LANDINGS. Landings shall be provided at the tops of curb ramps. The landing clear length shall be 36" min. The landing clear width shall be at least as wide as the curb ramp, excluding flared sides, leading to the landing. (See Exception) Ref. detail 1D/A0.2.
TAS SECTION 406.5 - LOCATION. Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides.
TAS SECTION 406.6 - DIAGONAL CURB RAMPS. Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have a clear space 48" min. outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48" min. clear space within the markings. Diagonal curb ramps with flared sides shall have a segment of curb 24" long min. located on each side of the curb ramp and within the marked crossing.
TAS SECTION 406.7 - ISLANDS. Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. Each curb ramp shall have a level area 48" long min. by 36" wide min. at the top of the curb ramp in the part of the island intersected by the crossings. Each 48" x 36" min. area shall be oriented so that the 48" min. length is in the direction of the running slope of the curb ramp it serves. The 48" min. by 36" min. areas and the accessible route shall be permitted to overlap.
407 ELEVATORS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
408 LIMITED -USE/LIMITED-APPLICATION ELEVATORS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
409 PRIVATE RESIDENCE ELEVATORS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
410 PLATFORM LIFTS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
THE ABOVE GUIDELINES ARE NOT A COMPLETE REITERATION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) BUT AN EXCERPT OF SELECTED TECHNICAL REQUIREMENTS PROVIDED FOR THE CONTRACTOR'S CONVIENCE. REFER TO THE ARCHITECTURAL BARRIERS ACT, ARTICLE 9102, TEXAS CIVIL STATUTES FOR THE COMPLETE STANDARDS. PATTERSON ARCHITECTS IS NOT RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF THE ABOVE GUIDELINES.
302 FLOOR OR GROUND SURFACESTAS SECTION 302.1 - GENERAL. Floor & ground surfaces shall be stable, firm, & slip resistant & shall comply with 302. (See Exceptions)
TAS SECTION 302.2 - CARPET. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or 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" maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with 303. TAS SECTION 302.3 - OPENINGS. Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2" diameter except as allowed in 407.4.3, 409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel.
303 CHANGES IN LEVELTAS SECTION 303.1 - GENERAL. Where changes in level are permitted in floor or ground surfaces, they shall comply with 303. (See Exceptions)
TAS SECTION 303.2 - VERTICAL. Changes in level of 1/4" high maximum shall be permitted to be vertical. Refer detail 1A/A0.2.
TAS SECTION 303.3 - BEVELED. Changes in level between 1/4" high minimum and 1/2" high maximum shall be beveled with a slope not steeper than 1:2. (See Advisory 303.3) Refer detail 1B/A0.2.
TAS SECTION 303.4 - RAMPS. Changes in level greater than 1/2" high shall be ramped, & shall comply with 405 or 406.
304 TURNING SPACE TAS SECTION 304.1 - GENERAL. Turning space shall comply with 304.
TAS SECTION 304.2 - FLOOR OR GROUND SURFACES. Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted. (See Exception) (See Advisory 304.2)
TAS SECTION 304.3 - SIZE. Turning space shall comply with 304.3.1 or 304.3.2.
TAS SECTION 304.3.1 - CIRCULAR SPACE. The turning space shall be a space of 60" diameter min. The space shall be permitted to include knee and toe clearance complying with 306.
TAS SECTION 304.3.2 - T-SHAPED SPACE. The turning space shall be a T-shaped space within a 60" square min. with arms and base 36" wide min. Each arm of the T shall be clear of obstructions 12" min. in each direction and the base shall be clear of obstructions 24" min. The space shall be permitted to include knee and toe clearance complying with 306 only at the end of either the base or one arm.
TAS SECTION 304.4 - DOOR SWING. Doors shall be permitted to swing into turning spaces.
305 CLEAR FLOOR OR GROUND SPACE TAS SECTION 305.1 - GENERAL. Clear floor or ground space shall comply with 305.
TAS SECTION 305.2 - FLOOR OR GROUND SURFACES. Floor or ground surfaces of a clear floor or ground space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted.
TAS SECTION 305.3 - SIZE. The clear floor or ground space shall be 30" min. by 48" min.
TAS SECTION 305.4 - KNEE AND TOE CLEARANCE. Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with 306.
TAS SECTION 305.5 - POSITION. Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element.
TAS SECTION 305.6 - APPROACH. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space.
TAS SECTION 305.7 - MANEUVERING CLEARANCE. Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance with 305.7.1 and 305.7.2.
TAS SECTION 305.7.1 - FORWARD APPROACH. Alcoves shall be 36" wide min. where the depth exceeds 24".
TAS SECTION 305.7.2 - PARALLEL APPROACH. Alcoves shall be 60" wide min. where the depth exceeds 15".
306 KNEE AND TOE CLEARANCE TAS SECTION 306.1 - GENERAL. Where space beneath an element is included as part of clear floor or ground space or turning space, the space shall comply with 306. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space. (See Advisory 306.1)
TAS SECTION 306.2 - TOE CLEARANCE
TAS SECTION 306.2.1 - GENERAL. Space under an element between the finish floor or ground and 9" above the finish floor or ground shall be considered toe clearance and shall comply with 306.2.
TAS SECTION 306.2.2 - MAXIMUM DEPTH. Toe clearance shall extend 25" max. under an element.
TAS SECTION 306.2.3 - MINIMUM REQUIRED DEPTH. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17" min. under the element.
TAS SECTION 306.2.4 - ADDITIONAL CLEARANCE. Space extending greater than 6" beyond the available knee clearance at 9" above the finish floor or ground shall not be considered toe clearance.
TAS SECTION 306.2.5 - WIDTH. Toe clearance shall be 30" wide min.
TAS SECTION 306.3 - KNEE CLEARANCE
TAS SECTION 306.3.1 - GENERAL. Space under an element between 9" and 27" above the finish floor or ground shall be considered knee clearance and shall comply with 306.3.
TAS SECTION 306.3.2 - MAXIMUM DEPTH. Knee clearance shall extend 25" max. under an element at 9" above the finish floor or ground.
TAS SECTION 306.3.3 - MINIMUM REQUIRED DEPTH. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11" deep min. at 9" above the finish floor or ground, and 8" deep min. at 27" above the finish floor or ground.
TAS SECTION 306.3.4 - CLEARANCE REDUCTION. Between 9" and 27" above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1" in depth for each 6" in height.
TAS SECTION 306.3.5 - WIDTH. Knee clearance shall be 30" wide min.
307 PROTRUDING OBJECTSTAS SECTION 307.1 - GENERAL. Protruding object shall comply with 307.
TAS SECTION 307.2-PROTRUSION LIMITS. Objects with leading edges more than 27" & not more than 80" above finish floor or ground shall protrude 4" max. horizontally into the circulation path. (See Exception) Refer detail 1C/A0.2.
1
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36" MIN.
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slope
CURB RAMPS1D
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A0.213
TAS
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NO SCALETEXAS ACCESSIBILITY GUIDELINES 1NO SCALETEXAS ACCESSIBILITY GUIDELINES 1
Nov 1, 2016
TAS SECTION 604.8.1.2 - DOORS. Toilet compartment doors, including door hardware, shall comply with 404 except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment & any obstruction shall be 42" min. Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4" max. from the side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4" max. from the front partition. The door shall be self-closing. A door pull complying with 404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area.
TAS SECTION 604.8.1.3 - APPROACH. Compartments shall be arranged for left-handed or right-handed approach to the water closet.
TAS SECTION 604.8.1.4 - TOE CLEARANCE. The front partition & at least one side partition shall provide a toe clearance of 9" min. above the finish floor & 6" deep min. beyond the compartment-side face of the partition, exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12" min. above the finish floor. (See Exception)
TAS SECTION 604.8.1.5 - GRAB BARS. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided & shall be located on the wall closest to the water closet. In addition, a rear-wall grab bar complying with 604.5.2 shall be provided.
TAS SECTION 604.8.2 - AMBULATORY ACCESSIBLE COMPARTMENTS. Ambulatory accessible compartments shall comply with 604.8.2 (REFER TEXAS ACCESSIBLIITY STANDARDS FOR ADDIITIONAL INFORMATION)
TAS SECTION 604.8.3 - COAT HOOKS AND SHELVES. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40" min. & 48" max. above the finish floor.
TAS SECTION 604.9 - WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE. Water closets & toiliet compartments for children's use shall compy with 604.9 (REFER TEXAS ACCESSIBLIITY STANDARDS FOR ADDIITIONAL INFORMATION)
605 URINALSTAS SECTION 605.2 - HEIGHT AND DEPTH. Urinals shall be the stall-type or the wall-hung type with the rim 17" max. above the finish floor or ground. Urinals shall be 13 1/2" deep min. measured from the outer face of the urinal rim to the back of the fixture.
TAS SECTION 605.3 - CLEAR FLOOR SPACE. A clear floor or ground space complying with 305 positioned for forward approach shall be provided.
TAS SECTION 605.4 - FLUSH CONTROLS. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309.
606 LAVATORIES AND SINKSTAS SECTION 606.1 - GENERAL. Lavatories & sinks shall comply with 606. (See Advisory 606.1)
TAS SECTION 606.2 - CLEAR FLOOR SPACE. A clear floor space complying with 305, positioned for a forward approach, & knee & toe clearance complying with 306 shall be provided. (See Exceptions)
TAS SECTION 606.3 - HEIGHT. Lavatories & sinks shall be installed with the front of the higher of the rim or counter surface 34" max. above the finish floor or ground. (See Exceptions)
TAS SECTION 606.4 - FAUCETS. Controls for faucets shall comply with 309. Hand-operated metering faucets shall remain open for 10 seconds minimum.
TAS SECTION 606.5 - EXPOSED PIPES AND SURFACES. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks.
607 BATHTUBS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
608 SHOWER COMPARTMENTSTAS SECTION 608.1 - GENERAL. Shower compartments shall comply with 608. (See Advisory 608.1)
TAS SECTION 608.2 - SIZE AND CLEARANCES FOR SHOWER COMPARTMENTS.Shower compartments shall have sizes and clearances complying with 608.2.
TAS SECTION 608.2.1 - TRANSFER TYPE SHOWER COMPARTMENTS. Transfer type shower compartments shall be 36" X 36" clear inside dimensions measured at the center points of opposing sides and shall have a 36" wide min. entry on the face of the shower compartment. Clearance of 36" wide min. by 48" long min. measured from the control wall shall be provided.
TAS SECTION 608.2.2 - STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. Standard roll-in type shower compartments shall be 30" wide min. by 60" deep min. clear inside dimensions measured at center points of opposing sides and shall have a 60" wide min. entry on the face of the shower compartment.
TAS SECTION 608.2.2.1 - CLEARANCE. A 30" wide x 60" long min. clearance shall be provided adjacent to the open face of the shower compartment. (See Exception)
TAS SECTION 608.2.3 -ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE & CLEARANCE.Alternate roll-in type shower compartments shall be 36" wide & 60" deep min. clear inside dimensions measured at center points of opposing sides. A 36" wide min. entry shall be provided at one end of the long side of the compartment.
TAS SECTION 608.3 - GRAB BARS. Grab bars shall comply with 609 & shall be provided in accordance with 608.3. Where multiple grab bars are used, required horizontal grab bars shall be installed at the same height above the finish floor. (See Exceptions)
TAS SECTION 608.3.1 - TRANSFER TYPE SHOWER COMPARTMENTS. In transfer type compartments, grab bars shall be provided across the control wall and back wall to a point 18" from the control wall.
TAS SECTION 608.3.2 - STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS. Where a seat is provided in standard roll-in type shower compartments, grab bars shall be provided on the back wall and the side wall opposite the seat. Grab bars shall not be provided above the seat. Where a seat is not provided in standard roll-in type shower compartments, grab bars shall be provided on three walls. Grab bars shall be installed 6" max. from adjacent walls.
TAS SECTION 608.3.3 - ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. In alternate roll-in type shower compartments, grab bars shall be provided on the back wall & the side wall farthest from the compartment entry. Grab bars shall not be provided above the seat. Grab bars shall be installed 6" max. from adjacent walls.
TAS SECTION 608.4 - SEATS. A folding or non-folding seat shall be provided in transfer type shower compartments. A folding seat shall be provided in roll-in type showers required in transient lodging guest rooms with mobility features complying with 806.2. Seats shall comply with 610. (See Exception)
TAS SECTION 608.5 -CONTROLS. Controls, faucets, and shower spray units shall comply with 309.4.
TAS SECTION 608.5.1 - TRANSFER TYPE SHOWER COMPARTMENTS. In transfer type shower compartments, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat 38" min. & 48" max. above the shower floor & shall be located on the control wall 15" max. from the centerline of the seat toward the shower opening.
TAS SECTION 608.5.3 - ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS. In alternate roll-in type shower compartments, the controls, faucets, & shower spray unit shall be located above the grab bar, but no higher than 48" above the shower floor. Where a seat is provided, the controls, faucets, & shower spray unit shall be located on the side wall adjacent to the seat 27" max. from the side wall behind the seat or shall be located on the back wall opposite the seat 15" max., left or right, of the centerline of the seat. Where a seat is not provided, the controls, faucets, & shower spray unit shall be installed on the side wall farthest from the compartment entry.
TAS SECTION 608.6 - SHOWER SPRAY UINT AND WATER. A shower spray unit with a hose 59" long min.that can be used both as a fixed-position shower head & as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units shall deliver water that is 120ÅF max. (See Exception)(See Adivsory 608.6)
TAS SECTION 608.7 - THRESHOLDS. Thresholds in roll-in type shower compartments shall be 1/2" high max. in accordance with 303. In transfer type shower compartments, thresholds 1/2" high max. shall be beveled, rounded, or vertical. (See Exception)
TAS SECTION 608.8 - SHOWER ENCLOSURES. Enclosures for shower compartments shall not obstruct controls, faucets, & shower spray units or obstruct transfer from wheelchairs onto shower seats.
609 GRAB BARSTAS SECTION 609.1 - GENERAL. Grab bars in toilet facilities & bathing facilities shall comply with 609.
TAS SECTION 609.2 - CROSS SECTION. Grab bars shall have a cross section complying with 609.2.1 or 609.2.2.
TAS SECTION 609.2.1 - CIRCULAR CROSS SECTION. Grab bars with circular cross sections shall have an outside diameter of 1 1/4" min. & 2" max.
TAS SECTION 609.2.2 - NON-CIRCULAR CROSS SECTION. Grab bars with non-circular cross sections shall have a cross section dimension of 2" max. & a perimeter dimension of 4" min. & 4.8" max. TAS SECTION 609.3 - SPACING. The space between the wall & the grab bar shall be 1 1/2". The space between the grab bar & projecting objects below & at the ends shall be 1 1/2" min. The space between the grab bar & projecting objects above shall be 12" min. (See Exception)
TAS SECTION 609.4 - POSITION OF GRAB BARS. Grab bars shall be installed in a horizontal position, 33" min. & 36" max. 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 installed in a horizontal position 18" min. & 27" max. above the finish floor measured to the top of the gripping surface. The height of the lower grab bar on the back wall of a bathtub shall comply with 607.4.1.1 or 607.4.2.1.
TAS SECTION 609.5 - SURFACE HAZARDS. Grab bars & any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements & shall have rounded edges.
TAS SECTION 609.6 - FITTINGS. Grab bars shall not rotate within their fittings.
TAS SECTION 609.7 - INSTALLATION. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations & that does not obstruct the required clear floor space.
TAS SECTION 609.8 - STRUCTRUAL STRENGTH. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 lbs is applied at any point on the grab bar, fastener, mounting device, or supporting structure.
610 SEATSTAS SECTION 610.1 - GENERAL. Seats in bathtubs and shower compartments shall comply with 610.
TAS SECTION 610.2 - BATHTUB SEATS. (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
TAS SECTION 610.3 - SHOWER COMPARTMENT SEATS. Where 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, & shall extend from the back wall to a point within 3" of the compartment entry. Where a seat is provided in an alternate roll-in type shower compartment, it shall be a folding type, shall be installed on the front wall opposite the back wall, & shall extend from the adjacent side wall to a point within 3" of the compartment entry. In transfer-type showers, the seat shall extend from the back wall to a point within 3" of the compartment entry. The top of the seat shall be 17" min. & 19" max. above the bathroom finish floor. Seats shall comply with 610.3.1 or 610.3.2.
TAS SECTION 610.3.1 - RECTANGULAR SEATS. The rear edge of a rectangular seat shall be 2 1/2" max. & the front edge 15" min. & 16" max. from the seat wall. The side edge of the seat shall be 1 1/2" max. from the adjacent wall.
TAS SECTION 610.3.2 - L-SHAPED SEATS. The rear edge of an L-shaped seat shall be 2 1/2" max. & the front edge 15" min. & 16" maxi. from the seat wall. The rear edge of the "L" portion of the seat shall be 1 1/2" max. from the wall & the front edge shall be 14" min. & 15" max. from the wall. The end of the "L" shall be 22" min. & 23" max. from the main seat wall.
TAS SECTION 610.4 - STRUCTURAL STRENGTH. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 lbs is applied at any point on the seat, fastener, mounting device, or supporting structure.
611 WASHING MACHINES AND CLOTHES DRYERSTAS SECTION 611.1 - GENERAL. Washing machines & clothes dryers shall comply with 611.
TAS SECTION 611.2 - CLEAR FLOOR SPACE. A clear floor or ground space complying with 305 positioned for parallel approach shall be provided. The clear floor or ground space shall be centered on the appliance.
TAS SECTION 611.3 - OPERABLE PARTS. Operable parts, including doors, lint screens, & detergent & bleach compartments shall comply with 309.
TAS SECTION 611.4 - HEIGHT. Top loading machines shall have the door to the laundry compartment located 36" max. above the finish floor. Front loading machines shall have the bottom of the opening to the laundry compartment located 15" min. & 36" max. above the finish floor.
612 SAUNAS AND STEAM ROOMS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
702 FIRE ALARM SYSTEMS TAS SECTION 702.1 - GENERAL. Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72 (1999 or 2002 edition) (incorporated by reference, see "Referenced Standards" in Chapter 1), except that the maximum allowable sound level of audible notification appliances complying with section 4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at the minimum hearing distance from the audible appliance. In addition, alarms in guest 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). (See Exception.)
703 SIGNS TAS SECTION 703.1 - GENERAL. Signs shall comply with 703. Where both visual & tactile characters are required, either one sign with both visual & tactile characters, or two separate signs, one with visual, & one with tactile characters, shall be provided.
TAS SECTION 703.2 - RAISED CHARACTERS. Raised characters shall comply with 703.2 & shall be duplicated in braille complying with 703.3. Raised characters shall be installed in accordance with 703.4. (See Advisory 703.2)
TAS SECTION 703.2.1 - DEPTH. Raised characters shall be 1/32" min. above their background.
TAS SECTION 703.2.2 - CASE. Characters shall be uppercase.
TAS SECTION 703.2.3 - STYLE. Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms.
TAS SECTION 703.2.4 - CHARACTER PROPORTIONS. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55% min. & 110% max. of the height of the uppercase letter "I".
TAS SECTION 703.2.5 - CHARACTER HEIGHT. Braille shall be contracted (Grade 2) & shall comply with 703.3 & 703.4. (See Exception)
TAS SECTION 703.2.6 - STROKE THICKNESS. Stroke thickness of the uppercase letter "I" shall be 15% max. of the height of the character.
TAS SECTION 703.2.7 - CHARACTER SPACING. Character spacing shall be measured between the two closest points of adjacent raised character within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8" min. & 4 times the raised character stroke width max. Where characters have other cross sections, spacing between individual raised characters shall be 1/16" min. & 4 times the raised character stroke width max. at the base of the cross sections, & 1/8" min. & 4 times the raised character stroke width max. at the top of the cross sections. Characters shall be separated from raised borders & decorative elements 3/8" min.
TAS SECTION 703.2.8 - LINE SPACING. Spacing between the baselines of separate lines of raised characters within a message shall be 135% min. & 170% max. of the raised character height.
TAS SECTION 703.3 - BRAILLE. Braille shall be contracted (Grade 2) & shall comply with 703.3 & 703.4.
TAS SECTION 703.3.1 - DIMENSIONS AND CAPITALIZATION. Braille dots shall have a domed or rounded shape & shall comply with Table 703.3.1. The indication 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 - POSITION. Braille shall be positioned below the corresponding text. If text is multi-lined, braille shall be placed below the entire text. Braille shall be separated 3/8" min. from any other tactile characters & 3/8" min. from raised borders & decorative elements. (See Exception)
TAS SECTION 703.4 - INSTALLATION HEIGHT AND LOCATION. Signs with tactile characters shall comply with 703.4.
TAS SECTION 703.4.1 - HEIGHT ABOVE FINISH FLOOR OR GROUND. Tactile characters on signs shall be located 48" min. above the finish floor or ground surface, measured from the baseline of the lowest tactile character & 60" max. above the finish floor or ground surface, measured from the baseline of the highest tactile character. (See Exception)
TAS SECTION 703.4.2 - LOCATION. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18" x 18" min., centered on the tactile characters, is provided beyond the arc of any door swing between the closed position & 45ñ open position. (See Exception)
TAS SECTION 703.5 - VISUAL CHARACTERS. Visual characters shall comply with 703.5. (See Exception)
TAS SECTION 703.5.1 - FINISH AND CONTRAST. Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. (See Advisory 703.5.1)
TAS SECTION 703.5.2 - CASE. Characters shall be uppercase or lowercase or a combination of both.
TAS SECTION 703.5.3 - STYLE. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms.
TAS SECTION 703.5.4 - CHARACTER PROPORTIONS. Characters shall be selected from fonts where the width of the uppercase letter "O" is 55% min. & 110% max. of the height of the uppercase letter "I".
TAS SECTION 703.5.5 - CHARACTER HEIGHT. Minimum character height shall comply with Table 703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter "I".
TAS SECTION 703.5.6 - HEIGHT FROM FINISH FLOOR OR GROUND. Visual characters shall be 40" min. above the finish floor or ground. (See Exception)
TAS SECTION 703.5.7 - STROKE THICKNESS. Stroke thickness of the uppercase letter "I" shall be 10% min. & 30% max. of the height of the character.
TAS SECTION 703.5.8 - CHARACTER SPACING. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10% min. & 35% max. of character height.
TAS SECTION 703.5.9 -LINE SPACING. Spacing between the baselines of separate lines of characters within a message shall be 135% min. & 170% max. of the character height.
TAS SECTION 703.6 - PICTOGRAMS. Pictograms shall comply with 703.6.
TAS SECTION 703.6.1 - PICTOGRAM FIELD. Pictograms shall have a field height of 6" min. Characters and braille shall not be located in the pictogram field.
TAS SECTION 703.6.2 - FINISH AND CONTRAST. Pictograms & their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. (See Advisory 703.6.2)
TAS SECTION 703.6.3 - TEXT DESCRIPTORS. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with 703.2, 703.3 and 703.4.
TAS SECTION 703.7 - SYMBOLS OF ACCESSIBILITY. Symbols of accessibility shall comply with 703.7.
TAS SECTION 703.7.1 - FINISH AND CONTRAST. Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. (See Advisory 703.7.1)
TAS SECTION 703.7.2 - SYMBOLS.
TAS SECTION 703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY. The International Symbol of Accessibility shall comply with Figure 703.7.2.1.
TAS SECTION 703.7.2.2 - INTERNATIONAL SYMBOL OF TTY. The International Symbol of TTY shall comply with Figure 703.7.2.2.
TAS SECTION 703.7.2.3 - VOLUME CONTROL TELEPHONES. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 703.7.2.3.
TAS SECTION 703.7.2.4 - ASSISITIVE LISTENING SYSTEMS. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 703.7.2.4.
704 TELEPHONES (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
705 DETECTABLE WARNINGS TAS SECTION 705.1 - GENERAL. Detectable warnings shall consist of a surface of truncated domes and shall comply with 705.
TAS SECTION 705.1.1 - DOME SIZE. Truncated domes in a detectable warning surface shall have a base diameter of 0.9" min. & 1.4" max., a top diameter of 50% of the base diameter min. to 65% of the base diameter max., & a height of 0.2".
TAS SECTION 705.1.2 - DOME SPACING. Truncated domes in a detectable warning surface shall have a center-to-center spacing of 1.6" min. & 2.4" max., & a base-to-base spacing of 0.65" min., measured between the most adjacent domes on a square grid. TAS SECTION 705.1.3 - CONTRAST. Detectable warning surfaces shall contrast visually with adjacent walking surfaces either light-on-dark, or dark-on-light.
TAS SECTION 705.2 - PLATFORM EDGES. Detectable warning surfaces at platform boarding edges shall be 24" wide & shall extend the full length of the public use areas of the platform.
706 ASSISTIVE LISTENING SYSTEMS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
707 AUTOMATIC TELLER MACHINES AND FARE MACHINES TAS SECTION 707.1 - GENERAL. Automatic teller machines and fare machines shall comply with 707. (See Advisory 707.1)
TAS SECTION 707.2 - CLEAR FLOOR OR GROUND SPACE. A clear floor or ground space complying with 305 shall be provided. (See Exception)
TAS SECTION 707.3 - OPERABLE PARTS. Operable parts shall comply with 309. Unless a clear or correct key is provided, each operable part shall be able to be differentiated by sound or touch, without activation. (See Exception)
TAS SECTION 707.4 - PRIVACY. Automatic teller machines shall provide the opportunity for the same degree of privacy of input and output available to all individuals. (See Advisory 707.4)
TAS SECTION 707.5 - SPEECH OUTPUT. Machines shall be speech enabled. Operating instructions and orientation, visible transaction prompts, user input verification, error messages, and all displayed information for full use shall be accessible to and independently usable by individuals with vision impairments. Speech shall be delivered through a mechanism that is readily available to all users, including but not limited to, an industry standard connector or a telephone handset. Speech shall be recorded or digitized human, or synthesized. (See Exceptions) (See Advisory 707.5)
TAS SECTION 707.5.1 - USER CONTROL. Speech shall be capable of being repeated or interrupted. Volume control shall be provided for the speech function. (See Exception)
TAS SECTION 707.5.2 - RECEIPTS. Where receipts are provided, speech output devices shall provide audible balance inquiry information, error messages, and all other information on the printed receipt necessary to complete or verify the transaction. (See Exceptions)
TAS SECTION 707.6 - INPUT. Input devices shall comply with 707.6.
TAS SECTION 707.6.1 - INPUT CONTROLS. At least one tactilely discernible input control shall be provided for each function. Where provided, key surfaces not on active areas of display screens, shall be raised above surrounding surfaces. Where membrane keys are the only method of input, each shall be tactilely discernable from surrounding surfaces and adjacent keys.
TAS SECTION 707.6.2 - NUMERIC KEYS. Numeric keys shall be arranged in a 12-key ascending or descending telephone keypad layout. The number five key shall be tactilely distinct from the other keys. (See Advisory 707.6.2)
TAS SECTION 707.6.3 - FUNCTION KEYS. Function keys shall comply with 707.6.3.
TAS SECTION 707.6.3.1 - CONTRAST. Function keys shall contrast visually from background surfaces. Characters and symbols on key surfaces shall contrast visually from key surfaces. Visual contrast shall be either lighton-dark or dark-on-light. (See Exception)
TAS SECTION 707.6.3.2 - TACTILE SYMBOLS. Function key surfaces shall have tactile symbols as follows: Enter or Proceed key: raised circle; Clear or Correct key: raised left arrow; Cancel key: raised letter ex; Add Value key: raised plus sign; Decrease Value key: raised minus sign.
TAS SECTION 707.7 -DISPLAY SCREEN. The display screen shall comply with 707.7. (See Exception)
TAS SECTION 707.7.1 - VISIBILITY. The display screen shall be visible from a point located 40" above the center of the clear floor space in front of the machine.
TAS SECTION 707.7.2 - CHARACTERS. Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/16" high min. based on the uppercase letter "I". Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background.
TAS SECTION 707.8 - BRAILLE INSTRUCTIONS. Braille instructions for initiating the speech mode shall be provided. Braille shall comply with 703.3.
708 TWO-WAY COMMUNICATION SYSTEMS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
801 GENERALTAS SECTION 801.1 SCOPE. The provisions of Chapter 8 shall apply where required by Chapter 2 or where referenced by a requirement in this document. (See Advisory 801.1)
THE ABOVE GUIDELINES ARE NOT A COMPLETE REITERATION OF THE TEXAS ACCESSIBILITY STANDARDS (TAS) BUT AN EXCERPT OF SELECTED TECHNICAL REQUIREMENTS PROVIDED FOR THE CONTRACTOR'S CONVIENCE. REFER TO THE ARCHITECTURAL BARRIERS ACT, ARTICLE 9102, TEXAS CIVIL STATUTES FOR THE COMPLETE STANDARDS. PATTERSON ARCHITECTS IS NOT RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF THE ABOVE GUIDELINES.
802 WHEELCHAIR SPACES, COMPANION SEATS, AND DESIGNATED AISLE SEATS TAS SECTION 802.1 - WHEELCHAIR SPACES. Wheelchair spaces shall comply with 802.1.
TAS SECTION 802.1.1 - FLOOR OR GROUND SURFACE. The floor or ground surface of wheelchair spaces shall comply with 302. Changes in level are not permitted. (See Exception)
TAS SECTION 802.1.2 - WIDTH. A single wheelchair space shall be 36" wide min. Where two adjacent wheelchair spaces are provided, each wheelchair space shall be 33" wide min.
TAS SECTION 802.1.3 - DEPTH. Where a wheelchair space can be entered from the front or rear, the wheelchair space shall be 48" deep min. Where a wheelchair space can be entered only from the side, the wheelchair space shall be 60" deep min.
TAS SECTION 802.1.4 - APPROACH. Wheelchair spaces shall adjoin accessible routes. Accessible routes shall not overlap wheelchair spaces. (See Advisory 802.1.4)
TAS SECTION 802.1.5 - OVERLAP. Wheelchair spaces shall not overlap circulation paths. (See Advisory 802.1.5)
TAS SECTION 802.2 - LINES OF SIGHT. Lines of sight to the screen, performance area, or playing field for spectators in wheelchair spaces shall comply with 802.2.
TAS SECTION 802.2.1 - LINES OF SIGHT OVER SEATED SPECTATORS. Where spectators are expected to remain seated during events, spectators in wheelchair spaces shall be afforded lines of sight complying with 802.2.1.
TAS SECTION 802.2.1.1 - LINES OF SIGHT OVER HEADS. Where spectators are provided lines of sight over the heads of spectators seated in the first row in front of their seats, spectators seated in wheelchair spaces shall be afforded lines of sight over the heads of seated spectators in the first row in front of wheelchair spaces.
TAS SECTION 802.2.1.2 - LINES OF SIGHT BETWEEN HEADS. Where spectators are provided lines of sight over the shoulders and between the heads of spectators seated in the first row in front of their seats, spectators seated in wheelchair spaces shall be afforded lines of sight over the shoulders and between the heads of seated spectators in the first row in front of wheelchair spaces.
TAS SECTION 802.2.2 - LINES OF SIGHT OVER STANDING SPECTATORS. Where spectators are expected to stand during events, spectators in wheelchair spaces shall be afforded lines of sight complying with 802.2.2.
TAS SECTION 802.2.2.1 - LINES OF SIGHT OVER HEADS. Where standing spectators are provided lines of sight over the heads of spectators standing in the first row in front of their seats, spectators seated in wheelchair spaces shall be afforded lines of sight over the heads of standing spectators in the first row in front of wheelchair spaces.
TAS SECTION 802.2.2.2 - LINES OF SIGHT BETWEEN HEADS. Where standing spectators are provided lines of sight over the shoulders and between the heads of spectators standing in the first row in front of their seats, spectators seated in wheelchair spaces shall be afforded lines of sight over the shoulders and between the heads of standing spectators in the first row in front of wheelchair spaces.
TAS SECTION 802.3 - COMPANION SEATS. Companion seats shall comply with 802.3.
TAS SECTION 802.3.1 - ALIGNMENT. In row seating, companion seats shall be located to provide shoulder alignment with adjacent wheelchair spaces. The shoulder alignment point of the wheelchair space shall be measured 36" from the front of the wheelchair space. The floor surface of the companion seat shall be at the same elevation as the floor surface of the wheelchair space.
TAS SECTION 802.3.2 - TYPE. Companion seats shall be equivalent in size, quality, comfort, and amenities to the seating in the immediate area. Companion seats shall be permitted to be movable.
TAS SECTION 802.4 -DESIGNATED AISLE SEATS. Designated aisle seats shall comply with 802.4.
TAS SECTION 802.4.1 - ARMRESTS. Where armrests are provided on the seating in the immediate area, folding or retractable armrests shall be provided on the aisle side of the seat.
TAS SECTION 802.4.2 - IDENTIFICATION. Each designated aisle seat shall be identified by a sign or marker. (See Advisory 802.4.2)
803 DRESSING, FITTING, AND LOCKER ROOMSTAS SECTION 803.1 - GENERAL. Dressing, fitting, & locker rooms shall comply with 803. (See Advisory 803.1)
TAS SECTION 803.2 - TURNING SPACE. Turning space complying with 304 shall be provided within the room.
TAS SECTION 803.3 - DOOR SWING. Doors shall not swing into the room unless a clear floor or ground space complying with 305.3 is provided beyond the arc of the door swing.
TAS SECTION 803.4 - BENCHES. A bench complying with 903 shall be provided within the room.
TAS SECTION 803.5 - COAT HOOKS AND SHELVES. Coat hooks provided within the room shall be located within one of the reach ranges specified in 308. Shelves shall be 40" min. & 48" max. above the finish floor or ground.
SECTION 804 - KITCHENS AND KITCHENETTES (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
SECTION 805 - MEDICAL CARE AND LONG-TERM CARE FACILITIES (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
SECTION 806 - TRANSIENT LODGING GUEST ROOMS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
SECTION 807 - HOLDING CELLS AND HOUSING CELLS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHER DESIGN GUIDELINES)
SECTION 808 - COURTROOMS TAS SECTION 808.1 - GENERAL. Courtrooms shall comply with 808.
TAS SECTION 808.2 - TURNING SPACE. Where provided, areas that are raised or depressed & accessed by ramps or platform lifts withentry ramps shall provide unobstructed turning space complying with 304.
TAS SECTION 808.3 - CLEAR FLOOR SPACE. Each jury box and witness stand shall have, within its defined area, clear floor space complying with 305. (See Exception)
TAS SECTION 808.4 - JUDGES' BENCHES AND COURTROOM STATIONS. Judges' benches, clerks' stations, bailiffs' stations, deputy clerks' stations, court reporters' stations & litigants' & counsel stations shall comply with 902.
SECTION 809 - RESIDENTIAL DWELLINGS UNITS (REFER TEXAS ACCESSIBILITY STANDARS AND OTHER DESIGN GUIDELINES)
SECTION 810 - TRANSPORT FACILITIES (REFER TEXAS ACCESSIBILITY STANDARS AND OTHER DESIGN GUIDELINES)
SECTION 811 - STORAGE (REFER TEXAS ACCESSIBILITY STANDARS AND OTHER DESIGN GUIDELINES)
CHAPTER 9: BUILT-IN ELEMENTS (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHERDESIGN GUIDELINES)
CHAPTER 10: RECREATION FACILITIES (REFER TEXAS ACCESSIBILITY STANDARDS AND OTHERDESIGN GUIDELINES)
56" MIN.
16"-
18"
60
" MIN
.
4" MAX.
56
" MIN
. WA
LL M
OU
NT
(59
" MIN
. FLO
OR
MO
UN
T)
60" MIN.
32" MIN.
16"-18"
36" MIN. 6"
12"
MIN
.4
2" M
IN.
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A0.313
TAS
Date:
Patterson Project No.: 1661
Drawn By:Checked By:
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
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CIVIL AND SURVEY
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BRY
AN
, TX
7010
CO
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979)
774
-340
0
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7010
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774
-340
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NO SCALETEXAS ACCESSIBILITY GUIDELINES 1
SHOWER STALL
clear floor space
seat
wal
l
back
controlarea
33
"-3
6"
38
" MIN
48
" MA
X.
27" MAX.
CONTROL WALL
36"
36
"3
6" M
IN.
48" MIN.
Detail 12.3.2Detail 12.3.1
cont
rol w
all
SHOWER SEAT DETAIL
1 1/2
" MA
X
2 1/2" MAX.
14"-
15"
15"-16"
22"-23"
Detail 12.3.3
FULL
DE
PTH
OF
STA
LL
Light switchThermostats, Etc.
ROOM
Convenience OutletsData, Tel., Etc.
9" MAX.
15" M
IN.
48
" MA
X.
MOUNTING HEIGHTS4
8"-
60
"
MENmen
6"M
IN.
5/8
" - 2
"
3/8
"3
/8"
Letters & numbers shall be raised 1/32", uppercase, Sans Serif Font, & shall be accompanied with Grade 2 Braille, & shall be at least 5/8" high, but no higher than 2".
CHARACTER PROPORTION
703.7.2.1
703.7.2.3 703.7.2.4
703.7.2.2
Nov 1, 2016A1.0 Site Plan 1661.vwx
4812
11"=20'-0"
NTS GENERAL NOTESNTSSITE LEGEND NTSPAVING REQUIREMENTS
SITE PLAN
161/8"=1'-0"TYPICAL PARKING SPACE
151/4"=1'-0" DUMPSTER PLAN
141/2" = 1'-0" HANDICAP SIGNAGE N
17Å14
'41"
E
219
'6.9
6" NEW
BUILDING1 STORY
2,520 S.F.
NEWBASKETBALL
COURT3,900 S.F.
52'
14'
EXIST. 50'-0"EASEMENT10
' SET
BA
CK
NEWDUMPSTER
PAD
PR
OP
ERTY
LIN
E
10'
42'
REPAIRDAMAGEDASPHALT
CURB BREAK,REF. 8/A1.1
E.J.
E.J.E.J.
45
'-0"
18'-0" 5 @
9'-0
"
DOWELS, REF.7/A1.1
6/A
1.1
5/A1
.1
4" BOLLARDS REF.10/A1.1
4/A
1.1
4A
1.1
E.J.
4/A
1.1
4/A1.1
4A1.1
3/A1.1
3/A1.1
11/A1.1
11A1.1
DOWELS, REF.7/A1.1
ADD HC SIGNAGE,REF. 14/A1.0
15
A1.0
NORTH
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A1.013
SITE PLAN
Date:
Patterson Project No.: 1661
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JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
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Issue Notes:No:
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,TEX
AS
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M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
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M N
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: (97
9) 7
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FIR
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8. DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL EROSION OF SOIL FROM THE SITE THROUGH THE USE OF HAY BALES OR SILT FENCES STRATEGICALLY PLACED AROUND THE PROPERTY AND AT EXISTING STORM DRAIN INLETS ADJACENT TO NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL OBTAIN FINAL APPROVAL OF THE ACTUAL METHOD REQUIRED AND ITS PLACEMENT FROM THE CITY ENGINEERING DIVISION PRIOR TO BEGINNING ANY SITEWORK.
6. AREAS TO BE SEEDED INCLUDE ALL AREAS WHERE GRADING IS REQUIRED OR WHERE GRASS IS DISTURBED. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (PULVERIZE TOP SOIL, FINE GRADE AND RAKE FOR PLANTING).
1. REMOVE ALL EXISTING TREES, CONSTRUCTION, OR OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE.
2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (I.E. BUILDINGS, PAVING, WALKS, STREETS, FENCES, ETC.)
3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN BARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 5'-0" BEYOND.
4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF ALL WATER, POWER, SANITARY SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY PRIOR TO BEGINNING ANY EXCAVATION, NEW CONSTRUCTION OR OTHER WORK AT THE SITE.
5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT AT THE SITE AND SHALL CONTACT THE ARCHITECT SHOULD ANY PROBLEM BECOME EVIDENT.
7. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION IN CITY RIGHT-OF-WAY AND/OR PUBLIC UTILITY EASEMENT.
9. ACCESSIBLE ROUTES SHALL NOT EXCEED 5% SLOPE (1:20) IN THE DIRECTION OF TRAVEL. CROSS-SLOPE NOT TO EXCEED 2% (1:50).
10. ALL PAVING DIMENSIONS ARE TO BACK OF CURB.11. 4" DIA. CERAMIC LANE MARKERS AS SPECIFIED - @ 5'-0" O.C.
NEW CONCRETE SIDEWALK
NEW CONCRETE PAVING
NEW ASPHALT PAVING
PROPERTY LINE
SETBACK LINES (AS NOTED)
CONTROL JOINTS - EVENLY SPACED @ 5'-0" MAX.(REF. 1/A1.1)
E J
CHAIN LINK FENCE (OR OTHER AS NOTED)
1. AT ALL PAVING, REMOVE TOPSOIL, VEGETATION, & ROOTS. CUT OR ADD FILL AS REQD.2. ALL FILL SHALL BE SELECT AS SPECIFIED. LACKING SPECIFICATIONS, MAX. P.I. = 20.3. ALL BASE MATERIAL SHALL BE COMPACTED AS SPECIFIED. LACKING SPECS, COMPACT
TO 95% STANDARD PROCTOR IN MAX. 6" LIFTS.4. ALL FILL BELOW PAVING SHALL BE COMPACTED AS SPECIFIED. LACKING SPECS,
COMPACT TO 95% STANDARD PROCTOR IN MAX. 6" LIFTS. 5. ALL FILL NOT BELOW PAVING OR FOUNDATION SHALL BE COMPACTED AS SPECIFIED.
LACKING SPECS, COMPACT TO 90% STANDARD.
* SEE THE PROJECT MANUAL FOR SPECIFICATIONS WHICH OVER RULE CONFLICTING INFORMATION SHOWN HERE. FOR FOUNDATION REQUIREMENTS - SEE THE SPECIFICATIONS OR THE FOUNDATION DRAWINGS. REQUIREMENTS ABOVE INDICATE GENERAL REINFORCING ONLY - SEE DETAILS FOR ADDITIONAL REQUIREMENT AT JOINTS, BEAMS, TURN DOWNS, AND OTHER SPECIAL LOCATIONS.
SIDEWALKS
LOCATION THK. REINF. PSI BASE. SUB-BASE
PAVING REQUIREMENTS*
4" #3 @ 16" O.C.E.W. 3000
PARKING
DUMPSTER
COURTYARD
MEP PADS
5"
6"
4"4"
5"
#3 @ 12" O.C.E.W.
#3 @ 12" O.C.E.W.
#3 @ 16" O.C.E.W.
#3 @ 12" O.C.E.W.
3000
3000
30003000
6" COMP. FILL
6" COMP. FILL
6" COMP. FILL
6" COMP. EXIST. EARTH
6" COMP. FILL
EXIST. EARTH
EXIST. EARTH
EXIST. EARTH
EXIST. EARTH
EXIST. EARTH
10'-0
"
10" 12'-0" 10"
6" CONC. PAD W/ # 4 @ 12" O.C.E.W.
6" CMU WALLS 3 SIDES
13'-8"
EXPANSION JOINT (DOWELLED)
4" BOLLARD'S
3'-0" 3'-0" 3'-0" 3'-0"
9"
9A1.1
4" BOLLARDS,REF. 10/A1.1
1'-4" 11'-0" 1'-4"
10"
10'-0
"
10" 12'-0" 10"
6" CONC. PAD W/ # 4 @ 12" O.C.E.W.
6" CMU WALLS 3 SIDES
13'-8"
EXPANSION JOINT (DOWELLED)
4" BOLLARD'S
3'-0" 3'-0" 3'-0" 3'-0"
9"
9A1.1
4" BOLLARDS,REF. 10/A1.1
1'-4" 11'-0" 1'-4"
10"
EXPANSION JOINTS - 30'-0" O.C. MAX.(REF. 2/A1.1)
9'-0"
6"
18'-0
"
6" HIGH CONC. CURB
4" PAINTED STRIPING
PAVING - REF. SITE PLAN - MAX. SLOPE NOT TO EXCEED 2% (1:50) IN ANY DIRECTION AT HANDICAP SPACES
RESERVED
PARKING
5'-0
" (TO
LO
WE
ST
CHA
R.)
1'-0"
7'-1
1/2
"
9"
MIN
.1'-
3" 2'-0
"
2" GALV . STD. STEEL PIPE (2.375" O.D.)
12" X 18" X .080" ALUM. REFLECTIVE STD. REG. SIGN W/BRACKETS #R7-8 WITH #03NE154 ALUM. MTG. BRACKETS FOR 2 3/8" O.D. POST (1 PR. PER SIGN)
GALV. STEEL PIPE CAP
1'-6
"1 1/2
"
1'-0"
VAN
ACCESSIBLE
7 1/
2"
12" X 6" X 080 ALUM REFLECTIVE SIGNAGE #R7-8P6 WITH #03NE 154 ALUM. MTG. BRACKETS FOR 2 3/8" O.D. POST
Nov 1, 2016A1.1 Site Plan 1661.vwx
4
5
6
7
812
1
3
1 1/2"=1'-0"CONTROL JOINT1 1/2"=1'-0"NEW SIDEWALK TO CURB
1 1/2"=1'-0"TYPICAL CURB @ PAVING
NEW PAVING TO EXISTING
1 1/2"=1'-0" TYPICAL FINISH GRADE3/4"=1'-0"CURB BREAK3/4"=1'-0"CURB BREAK DETAIL
21 1/2"=1'-0"EXPANSION JOINT
113/4" = 1'-0" TYPICAL SIDE WALK
10BOLLARD DETAIL
93/4"=1'-0" DUMPSTER WALL
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A1.113
SITE PLANDETAILS
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
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S G
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2016-01260
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SHED
3880
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UTH
TR
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ITIO
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.BR
YAN
,TEX
AS
4
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
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9) 7
74-3
400
S W
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O D
AEN
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T/2T
*
SEAL W/JOINT MATERIAL - PER SPECS
DEFORMED TIE BAR NO. 3 X 18" @ 24" O.C.
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
METAL KEYWAY PLATE
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS EXTEN 3'-0" BEYOND LIMITS OF PAVING
REFER PAVING REQUIREMENTS TABLE FOR PAVING THICKNESS
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS
3/4"=1'-0"
T/2T
**
SC
HED
ULE
D T
HIC
KN
ES
S PVC "SNAP-OFF CAP"
1/2" EXP. JOINT FILLER W/SEALER - PER SPECS
PLASTIC SLEEVES - 12" LONG
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
5/8" DIAMETER X 1'-6" SMOOTH DOWEL @ 12" O.C.
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS
REFER PAVING REQUIREMENTS TABLE FOR PAVING THICKNESS
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
EDGE W/ 1/4" RADIUS (MAX)
1/2" EXP. JOINT FILLER W/ SEALANT BED
1/2" DIA. X 16" LONG DOWEL @16" O.C. - WITH PLASTIC SLEEVE -12" LONG
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS
EXISTING LAY DOWN CURB
REFER PAVING REQUIREMENTS TABLE FOR SIDEWALK THICKNESS
DRILL INTO EXIST. CONCRETE MIN 6", SECURE DOWEL W/ EPOXY
REFER PAVING REQUIREMENTS TABLE FOR BASE REQUIREMENTS
3'-6
"6
"
4'-0
"6
" 6"
3'-0
"
DOME CONCRETE
4" DIA. PAINTED GALV. STEEL PIPE FILLED W/ CONCRETE
CONCRETE SLAB
8" CONCRETE PAVING W/ #5 BARS @ 12" O.C.E.W.
MIN. 6" AROUND STEEL BOLLARD
3/4"=1'-0"WALK @ EXTERIOR WALL
NEWBUILDING
FINISHED GRADE SLOPE 5% WHERE POSSIBLE (MINIMUM 6")
F.F. = 100.0'
8" M
IN.
10'-0" MIN. TO PREVENT PONDING
1 1/2"=1'-0"
1'-4
"6
'-0"
#4 @ 12" O.C.E.W.
UNDISTURBED SOIL
1 1/2
"
18"
18"
6"3
"
3"
8"
ADD 2- #5
DOME TOP & TROWEL SMOOTH - SOAK WITH 3 COATS OF PRIMA FELL H20
6x8x16 CMU HORIZ. LINTEL UNITS W/ 1-#4 IN BOT. - FILL W/ 3000 PSI CONC. - MITER CMU @ CORNERS AND ADD #4 X 3'-0" BENT THUS
4" LIMESTONE ON 6x8x16 CMU - COAT BOTH SIDES W/ 3 COATS OF PRIMA PELL H20
FILL FIRST COURSE CELLS W/ MORTAR
#4 DOWELS X 1'-4" @ 16" O.C.
HORIZ. JT. REINF. @ 16" O.C.
R=3"
R=3"
CONTRACTOR'S OPTION: CAST CURB INTEGRAL WITH PAVING OR CAST IN 2 PARTS USING 1 1/2" RABBET. REINF. IS SAME IN BOTH CASES.
11"
6"
1 1/2
"
9"
6"
ADD 1-#4 - CONT.
COLD JOINT FOR 2 PIECE POUR
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
#3 X 1'-6" BENT AS SHOWN, 16'-0" O.C.
REFER PAVING REQUIREMENTS TABLE FOR PAVING THICKNESS
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS - EXTEND 3'-0" BEYOND LIMITS OF PAVING
SUBGRADE
10"
8"
T/2T
**
SC
HED
ULE
D T
HIC
KN
ES
S DRILL 6" INTO EXIST. CONCRETE - SECURE DOWEL W/ EPOXY
1/2" EXP. JOINT W/ JOINT FILLER & SEALER PER SPECS
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
PLASTIC SLEEVE - 12"LONG
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS
EXISTING CONCRETE PAVING
5/8" DIA. X 1'-6" LONG SMOOTH DOWEL @ 12" O.C.
3'-0"
CL
EXTERIOR WALL
SET OR DRILL 5/8" HOLES X 6" DEEP AND SET 1/2" X 16" DOWELS @ 16" O.C. (TYP.) WITH PLASTIC SLEEVES- 12" LONG
EXTERIOR CONCRETE BEAM - REFER STRUCTURAL DRAWINGS
CONC. PIERS IF APPLICABLE - REF. FOUNDATION PLAN
TYPICAL SIDEWALK - REF. DTL.
6" MIN. COMPACTED FILL
1/2" E.J. FILLER W/ SEALANT
SLOPE 1/4" PER FOOT MAX.
REFER SITE PLAN FOR FINISH GRADE INFO.
PROVIDE 16" DEEP VERY LOOSE FILL UNDER ENTRY WALK CONNECTION TO BUILDING ONLY - DO NOT COMPACT
2-#5 BARS CONT.
2'-0"
3'-0"
6" 135Å
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
REFER PAVING REQUIREMENTS TABLE FOR PAVING THICKNESS
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS - EXTEND 3'-0" BEYOND LIMITS OF PAVING
SUBGRADE
12/A
1.1
(CROSS-SLOPE NOT TO EXCEED 2% OR 1:50)
(SLOPE NOT TO EXCEED 5% OR 1:20)
8"
6"6"
1 1/2
"
VARIES - SEE SITE PLAN
REFER PAVING REQUIREMENTS TABLE FOR SIDEWALK THICKNESS
EDGE EACH SIDE W/ 1/4" RADIUS
FINISHED GRADE - SLOPE AWAY FROM SIDEWALK REFER GRADING PLAN
ADD #4 CONT. @ BOTTOM
EXISTING SUBGRADE
REINFORCING STEEL - REFER PAVING REQUIREMENTS TABLE
6'-0" x 3'-0"
REFER PAVING REQUIREMENTS TABLE FOR BASE AND SUBBASE REQUIREMENTS - EXTEND 3'-0" BEYOND LIMITS OF PAVING
SUBGRADE
RIPRAP
CURB BREAK
Nov 1, 2016A1.2 Landscape Plan 1661.vwx
4812
113 1"=20'-0"
NO SCALE GRADING NOTESNO SCALEGRAPHIC LEGEND NO SCALELANDSCAPE NOTES
1" = 20'-0" GRADING PLAN
1620 1/2"=1'-0"CONTAINER TREE DETAIL NO SCALESILT FENCE
LANDSCAPE PLAN
N 17
Å14'4
1" E
219
'6.9
6"
10' S
ETB
ACK
PR
OP
ERTY
LIN
E
342
343
342
343
344
344
345
346
345
342
343
344
345
343
342
344
344
FF=345.00'
+344.30
344
+344.30
+344.54+344.54+344.54
+344.30
+334.12
+334.10
+333.94
+333.66
+344.31
+344.00
+344.00
+344.95
+344.75
+344.75
+344.75
+344.75
+344.75
+344.75
+344.75
+344.75
+344.20
+344.50
+344.70
SF
SF
SF
SF
SF
SF
+343.85
+344.62
EXIST. LIGHT POLETO REMAIN
EXIST. IRRIGATION CONTROLVALVES TO BE REMOVED ANDCAPPED FOR FUTURE USE
NOPLINTH
+344.20
+344.20
SLOPE
+344.00
+343.30+344.00
+342.50
+343.50
+342.74
+343.00
+342.00
NORTH
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A1.213
LANDSCAPEPLAN
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
ION
S G
OLF
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ING
CEN
TER
2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
5
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
8. DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR THE POTENTIAL EROSION OF SOIL FROM THE SITE THROUGH THE USE OF HAY BALES OR SILT FENCES STRATEGICALLY PLACED AROUND THE PROPERTY. THE GENERAL CONTRACTOR SHALL OBTAIN FINAL APPROVAL OF THE ACTUAL METHOD REQUIRED AND ITS PLACEMENT FROM THE CITY ENGINEERING DIVISION PRIOR TO BEGINNING ANY SITEWORK.
6. AREAS TO BE SODDED INCLUDE ALL AREAS WHERE GRADING IS REQUIRED OR WHERE GRASS IS DISTURBED. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (PULVERIZE TOP SOIL, FINE GRADE AND RAKE FOR PLANTING).
1. REMOVE ALL EXISTING TREES, CONSTRUCTION, OR OTHER OBSTRUCTIONS THAT WILL INTERFERE WITH CONSTRUCTION. VERIFY WITH OWNER OR ARCHITECT AT SITE.
2. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING CONSTRUCTION (I.E. BUILDINGS, PAVING, WALKS, STREETS, FENCES, ETC.)
3. PROTECT FROM DAMAGE ALL EXISTING TREES THAT ARE TO REMAIN DURING CONSTRUCTION. MAINTAIN BARRIERS AROUND TREES AT A DISTANCE OF THE DRIPLINE PLUS 5'-0" BEYOND.
4. REFER TO SITE PLAN FOR APPROXIMATE LOCATION OF ALL KNOWN UTILITIES. VERIFY LOCATIONS OF ALL WATER, POWER, SANITARY SEWER, STORM SEWER, GAS, ETC. PROTECT AND MARK APPROPRIATELY PRIOR TO BEGINNING ANY EXCAVATION, NEW CONSTRUCTION OR OTHER WORK AT THE SITE.
5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS DURING LAYOUT AT THE SITE AND SHALL CONTACT THE ARCHITECT SHOULD ANY PROBLEM BECOME EVIDENT.
7. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION IN CITY RIGHT-OF-WAY AND/OR PUBLIC UTILITY EASEMENT.
9. ACCESSIBLE ROUTES SHALL NOT EXCEED 5% SLOPE (1:20) IN THE DIRECTION OF TRAVEL. CROSS-SLOPE NOT TO EXCEED 2% (1:50).
10. ALL PAVING DIMENSIONS ARE TO BACK OF CURB.
+ 100.0
+ 100.0
EXISTING CONTOURS
FINISHED CONTOURS
EXISTING SPOT ELEVATION
NEW FINISHED SPOT ELEVATION
SWALE (DRAINAGE)
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL EXISTING UTILITIES. AT LEAST 48-HOURS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT '"DIG TESS" @ 1-800-344-8377.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY. CONSTRUCTION DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY..
3. WHERE SHOWN, LOCATION OF EXISTING BURIED UTILITIES, IS APPROXIMATE . OTHER UTILITIES MAY BE PRESENT THAT ARE NOT INDICATED ON THE CONNSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER POLLUTION PREVENTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT TRANSPORTATION OF SEDIMENT FROM THE PROJECT SITE.
5. ALL CURBS SHALL BE 6" RAISED CURBING, UNLESS NOTED OTHERWISE.
N 17
Å14'4
1" E
219
'6.9
6"
10' S
ETB
ACK
PR
OP
ERTY
LIN
E
EXIST. LIGHT POLETO REMAIN
REMOVE EXIST.TREE
REMOVE EXIST.TREE
REMOVE EXIST.TREE
STORAGEBLDG.
COVEREDBASKETBALL
COURT
6" CONC. PAR, REMOVEEXIST. CURB
5'-0"
CONTAINERIZED TREE - MAINTAIN EXISTING ROOT BALL
GARDEN HOSE SEGMENTS RED OR BLACK
3 STRAND GALVANIZED WIRE
6'-6" AGRICULTURE STEEL T-POST (3 PER TREE)
2" LAYER PINE BARK MULCH
3" TO 4" SOIL WELL
FINISH GRADE
OVEREXCAVATE 6" TO 8" MINIMUM
SOIL MIX: 50% TOP SOIL 25% PEATMOSS 25% WELL ROTTED PINE BARK
NEW CONCRETE PAVING
NEW ASPHALT PAVING
NEW 1 1/2"é NATCHEZ CRAPE MYRTLE "LAGERSTROEMIA INDICA" - REF. 16/A1.2
EXISTING TREE
NORTH
100
100
SILT FENCE, REF. 20/A1.2SF
GROUND LINE
EXIST. SOIL
18"
SILT FENCE, "SILT STOP" OR APPROVED EQUAL MIN. 24" OVERALLWOODEN OR METAL
POST, MIN. 3' LENGTH (1 1/2' EXPOSED) MAX. 10' SPACING
6' x 6" TRENCH
COMPACT TRENCH BACKFILL TO PREVENT "WASHOUT"
6"
NOTE:
REFERENCE SPECIFICATIONS FOR IRRIGATIONREQUIREMENTS AND LOCATIONS.
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A2.113
FLOOR PLAN
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
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TER
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Plot Date:
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SHED
3880
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UTH
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ITIO
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STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
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13B
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N, T
X70
10 C
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RU
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9) 7
74-3
400
S W
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O D
AEN
GIN
EER
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www.swoboda-engineering.com
FIR
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ING
Nov 1, 2016A2.1 1st Flr 1661.vwx
4
7
12
11/8"=1'-0"FLOOR PLAN
NO SCALEPLAN NOTES
NO SCALEGRAPHICS LEGEND1 1/2"=1'-0"PARTIAL TYPE 'A'
RCP
11NO SCALE
91/8"=1'-0"
163/4"=1'-0"PLAN DETAIL
19 ROOM FINISH SCHEDULE3/32"=1'-0"FOUNDATION PLAN
181 1/2"=1'-0"PLAN DETAIL @ EXT. WALL
171 1/2"=1'-0"PLAN DETAIL @ EXT. WALL
NORTH
PLANNORTH
NORTH
PLANNORTH
101100 102
104 103
42'-0"
20'-8 1/2"7"20'-8 1/2"
3'-0" 12'-0" 3'-0" 3'-0"
42'-0"
28
'-7"
7"
11/A
4.2
11/A
4.2
13/A4.1
1/A
4.1
15/A4.1
3/A
4.1
3'-0
"12
'-6"
3'-0
"3
'-0"
17'-9
"VE
RT.
BD
. & B
ATT
EN
SID
ING
18'-6
"2
0'-9
"2
0'-9
"
60
'-0"
3'-0
"3
'-0"
17'-9
"VE
RT.
BD
. & B
ATT
EN
SID
ING
12'-6
"3
'-0"
3'-0
"17
'-9"
VER
T. B
D. &
BA
TTE
N S
IDIN
G
18'-6
"2
0'-9
"2
0'-9
"
60
'-0"
6'-0"7'-0" 6'-0" 7'-0"
1'-6"
3'-0
"17
'-9"
VER
T. B
D. &
BA
TTE
N S
IDIN
G
105
1'-9
"3
'-0"
3'-0
"1'-
9"
3'-0
"
1'-9
"3
'-0"
3'-0
"1'-
9"
3'-0
"
A4.21
A4.25
100GARAGE
101WOMEN STORAGE
102
MEN STORAGE
12'-0" 3'-0" 6'-0"
16
A2.1
A
B
A
A
A
1'-6"
A2.1
16
SIM.
B
S.B.
S.B.
S.B.
S.B.
S.B.
S.B.REF. SPECS. FOR SIZE
1'-1"
28
'-8"
1'-1"
FE
(6) 4" BOLLARD'S,REF. 10/A1.1
S.B.
INTERIOR PARTITION, REF. 12/A2.1
EXTERIOR WALL, REF. 17/A2.1
EXTERIOR WALL, REF. 18/A2.1
DOOR TYPE, REF. SHEET A3.1
A PARTITION TYPE, REF. 12/A2.1
100
A WINDOW TYPE, REF. 3/A3.1
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
5/8" GYP. BD. ON 1" RIGID INSULATION(INSUL. NOT APPLIEDIN GARAGE #100)
2x6 WOOD STUDS@ 16" O.C. W/ R-19BATT INSULATION
WEATHER BARRIEROVER 1/2" WOODSHEAGHING
4" LIMESTONE VENEERW/ BRICK TIES @ 16" O.C.VERT. & 32" O.C. HORIZ.
1" AIR SPACE
5/8" GYP. BD. ON 1" RIGID INSULATION( INSUL. NOT APPLIEDIN GARAGE #100)
2x6 WOOD STUDS@ 16" O.C. W/ R-19BATT INSULATION
WEATHER BARRIEROVER 1/2" WOODSHEATHING
HARDIPANEL SIDINGSYSTEM W/ BATTENS@ 12" O.C.
1x6 CEMETN BD. TRIM @ BASE
ROOM FINISH SCHEDULE
NO. ROOM NAME FLR. BASEWALLS
CLG. CLG. HT. REMARKS
N E S W100 GARAGE F1 B1 W1 W1 W1 W2 C1 V.I.F. -101 WOMEN STORAGE F1 B1 W2 W2 W1 W1 C1 V.I.F. -102 MEN STORAGE F1 B1 W2 W1 W1 W2 C1 V.I.F. -
F1 EXPOSED CONCRETE
B1 4" RUBBER BASE
W1 EXTERIOR WALL - PAINTW2 INTERIOR GYP. BD. PARTITION - PAINT
C1 GYP. BOARD CEILING - PAINT
ROOM FINISH SCHEDULE
NO. ROOM NAME FLR. BASEWALLS
CLG. CLG. HT. REMARKS
N E S W100 GARAGE F1 B1 W1 W1 W1 W2 C1 V.I.F. -101 WOMEN STORAGE F1 B1 W2 W2 W1 W1 C1 V.I.F. -102 MEN STORAGE F1 B1 W2 W1 W1 W2 C1 V.I.F. -
F1 EXPOSED CONCRETE
B1 4" RUBBER BASE
W1 EXTERIOR WALL - PAINTW2 INTERIOR GYP. BD. PARTITION - PAINT
C1 GYP. BOARD CEILING - PAINT
PRE-ENGINEEREDWOOD TRUSSES
13'-1
0" V
.I.F.
CONC. FLOOR,REF. STRUCT.
5/8" GYP. BD.
2x6 WOOD STUDS@ 16" O.C. W/ R-19BATT INSULATION
5/8" GYP. BD.
B 1" RIGID INSULATION ONLY APPLIED IN STORAGE ROOMS #101 & #102
4" RUBBER BASE
3'-0
"
1'-6"
INTERIOR
EXTERIOR
5/8" GYP. BD. ON 1" RIGID INSULATION(NO INSULATION INGARAGE #100)
2x6 WOOD STUDS @ 16" O.C. W/ R-19BATT INSUL.
WEATHER BARRIERON 1/2" WOODSHEATHING
4" LIMESTONEVENEER
HARDIPANEL SIDINGSYSTEM W/ BATTENS@ 12" O.C.
1x6 CEMENT BD. TRIM @ BASE
LIMESTONEVENEER ONBATTEREDMAS. COL.
1x4 VERT. CEMENTBD. TRIM
1'-10"
60
'-0"
31'-
6"
3'-0
"2
5'-6
"
5 1/
2"
5 1/
2"
42'-0"
5 1/2"5 1/2"
3'-0" 12'-0" 3'-0" 12'-0" 3'-0" 3'-0"
42'-0"
20
'-9"
3'
12'-6
"3
'
20
'-9"
1'-6"
18'-6
"
SLO
PE
6'-0"
5 1/
2"
5 1/
2"
14/A4.2
18/A
4.2
15'A4.2
FF=100'-0"
DOWELS,REF. 7/A1.1
DOWELS,REF. 7/A1.1
ATTIC ACCESSDOOR
OVERHEAD DOORSUSP. TRACK
GYP. BD.CEILING
GYP. BD.CEILING
GYP. BD.CEILING
GYP. BD. C.J.
GYP. BD. C.J.
CEMENT BD. SOFFIT(PERFORATED)
EXPOSED CEMENTBD.
1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL DIMENSIONS DURING LAYOUT AND SHALL CONTACT THE ARCHITECT SHOULD ANY PROBLEMS BECOME EVIDENT. CONTRACTOR SHALL COORDINATE ALL FLOOR DRAIN LOCATIONS, CEILING FURR DOWNS, CHASE LOCATIONS, DUCT RETURNS, LIGHTING LOCATIONS, ETC. BETWEEN ARCHITECTURAL AND M.E.P. WORK.
2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.
3. ALL OUTSIDE GYPSUM BOARD CORNERS TO HAVE CORNER GUARDS.
4. DASHED LINES IN WALLS ON PLAN INDICATE WALLS TO RECEIVE SOUND ATTENUATION BLANKETS.
5. REFER TO FLOOR PLANS FOR LOCATIONS OF ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS - INDICATED AS F.E. AND F.E.C. REFER TO SPECIFICATIONS FOR INFORMATION.
6. ALL GENERAL CONSTRUCTION, ELECTRICAL, HVAC, PLUMBING, ETC. SHALL CONFORM TO
APPLICABLE CODE REQUIREMENTS AS PER THE CITY OF BRYAN.
7. GENERAL CONTRACTOR SHALL NOTIFY THE CITY OF BRYAN ENGINEERING DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION IN ANY OF CITY OF BRYAN RIGHT-OF-WAY AND/OR PUBLIC EASEMENT.
8. PROVIDE OCCUPANT LOAD LIMIT SIGNAGE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE SECTION 1003.2. SIGN SHALL BE LOCATED IN TRADITIONS GOLF STORAGE BUILDING. IT MUST BE ENGRAVED LAMINATED PLASTIC, EPOXY GLUED AND SCREWED TO WALL AT 5'-0" A.F.F. TO CENTER LINE OF SIGN.
9. CORRIDOR PARTITIONS, SMOKESTOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES, AND FIRE RATED WALLS REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING - "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS."
10. ALL WORK SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE HANDICAPPED ACCESSIBILITY ACT OF TEXAS, AS IDENTIFIED IN ARTICLE 9102, TEXAS CIVIL STATUES AND THE AMERICANS WITH DISABILITIES ACT (ADA).
11. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE TO THE FACE OF FINISH OF INTERIOR WALLS, TO CENTER LINE OF COLUMNS AND TO FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE INDICATED.
12. PROVIDE 1'-0" CLEAR FLOOR SPACE AT THE PUSH SIDE OF EVERY DOOR WITH A CLOSER. PROVIDE 1'-6" CLEAR AT THE PULL SIDE OF EVERY DOOR UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. REFER TO SHEET A0.1 FOR DETAIL.
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A2.213
FLOOR PLAN
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
ION
S G
OLF
LEA
RN
ING
CEN
TER
2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
8
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
www.swoboda-engineering.com
FIR
M N
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13B
RYA
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X70
10 C
OY
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RU
NPH
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74-3
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EER
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Nov 1, 2016A2.2 Basketball Court 1661.vwx
4
11/8"=1'-0"FLOOR PLAN
1/16"=1'-0"BASKETBALL COURT SURFACING
111/8"=1'-0"
101/8"=1'-0"
91/8"=1'-0"
BUILDING SECTION
END ELEVATION (OPPOSITE END SIMILAR)
SIDE ELEVATION (OPPOSITE END SIMILAR)
NORTH
PLANNORTH
11/A2.2 11/A2.2
B
C
D
A
1'-4
"
72'-4
"
75'-0
"
23
'-8"
25
'-0"
23
'-8"
2'-8
"2
'-8"
4'-0
"
5'-3
"
6'-0"
R 6'-0"
1
A4.3
1
3'-4" 3'-4"
50'-0"
42'-0"
1'-0"
52'-0"
R 6'-0"
2
1'-0"
2
A4.31'-4
"
69
'-8"
19'-0
"
1'-8"1'-8"
9/A
2.2
10/A2.2
R 20'-9"
S.B.
S.B.
S.B.
S.B.
D
RIDGE TRIM - PAINT
PRE-FIN. MTL. ROOF PANEL - PAINT
PRE-FIN. MTL. DOWNSPOUT
12 : 1
SUSPENDED FIXED BACKBOARD
CONCRETE BASKETBALLCOURT
SPLASH BLOCK(TYP.)
AC B
FINISH FLOOREL. 0'-0"
T.O. BRICKEL. 18'-0"
LIMESTONE MASONRYCOLUMNS
T.O. RIDGEEL. 22'-2"
PRE-FIN. MTL. GUTTER - PAINTEDPORTAL FRAMINGBACKBOARD BRACINGBY PEMB
SUSPENDED FIXED BACKBOARD, BRACING BY PEMB
LIGHT FIXTURE
LIMESTONE MASONRYCOLUMNS
PRE-FIN. MTL. ROOF PANELS - PAINT
MTL. BLDG. FRAME - PAINT
SECURITY LLIGHT MOUNTED TO STEEL BEAM
9
A4.3
PRE-FIN. MTL. TRIM - PAINT
121
FINISH FLOOR
EL. 0'-0"
T.O. BRICK
EL. 18'-0"
PRE-FIN. MTL. DOWNSPOUT
121
T.O. RIDGEEL. 22'-2"
4/A
2.2
121
SUSPENDED FIXED BACKBOARD, BRACING BY PEMB
LIGHTFIXTURE
LIMESTONE MASONRYCOLUMNS
PRE-FIN. MTL. ROOF PANELS ONMTL. PURLINS - REF. BLDG. MFG.FOR PULING SPACING
121
FINISH FLOOR
EL. 0'-0"
T.O. BRICK
EL. 18'-0"
PRE-FIN. MTL. GUTTER
10'-0
"T.
O. R
IM
3
A4.3
8
A4.3
RIGID FRAME PAINTED
T.O. RIDGE
EL. 22'-2"
PORTAL FRAMING PAINTED
PRE-FIN. MTL. DOWNSPOUT
34
'-10
"3
4'-1
0"
2'-8
"6
9'-8
"
75'-0
"
42'-0"5'-0"
52'-0"
5'-0"
2'-8
"
1
1
1
1
3
3
3
3
3
3
33
2
2
2
2
2
2
2
2
2
1
2
3
COLOR LAYOUTVERIFY WITH OWNER
PERIMETER
COURT
STRIPING
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A2.313
ROOF PLAN
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
ION
S G
OLF
LEA
RN
ING
CEN
TER
2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
9
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
www.swoboda-engineering.com
FIR
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Nov 1, 2016A2.3 Roof Plan 1661.vwx
1
3
1/8"=1'-0"ROOF PLAN @ STORAGE SHED
1/8"=1'-0"ROOF FRAMING PLAN @ STORAGE SHED
ROOF PLAN @ BASKETBALL COURT 91/8"=1'-0"
NORTH
PLANNORTH
NORTH
PLANNORTH
11/A
4.2
11/A
4.2
13/A4.1
1/A
4.1
15/A4.1
3/A
4.1
3'-0"
3'-0
"
3'-0"
3'-0
"
4'-6"4'-6"
RID
GE RIDGERIDGE
HIPHIP
HIPHIP
VALL
EY
13/A
4.2
VALLEY
VALLEY
VALL
EY
SLO
PE
5:12
SLO
PE
5:12
SLOPE 5:12 SLOPE 5:12
5:12
5:12
5:12
5:12
10" TUBINEVENTILATOR
10" TUBINEVENTILATOR
11/A
4.2
11/A
4.2
13/A4.1
1/A
4.1
15/A4.1
3/A
4.1
HEADERHEADERHEADER
HEA
DE
RHE
AD
ER
HEA
DE
RHE
AD
ER
HEADER HEADER
13/A
4.2
PR
E-E
NG
. WO
OD
TR
US
SE
S
PR
E-E
NG
. WO
OD
TR
US
SE
S
PRE-ENG. WOOD TRUSSES
PRE-ENG. WOOD TRUSSES
SLOPE 1:12 SLOPE 1:12
3/A4.3
9/A
2.2
10/A2.2
9/A
2.2
10/A2.2
8/A4.3
3/A4.3
RID
GE
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A3.113
SCHEDULES
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
ION
S G
OLF
LEA
RN
ING
CEN
TER
2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
10
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
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9) 7
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AEN
GIN
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ING
Nov 1, 2016A3.1 Schedules 1661.vwx
4
7
812
1
3
13 NO SCALEDOOR SCHEDULE
DOOR & FRAME TYPES
1/4"=1'-0"WINDOW TYPES1/2"=1'-0"KEYPAD/CARD READER
3"=1'-0"WINDOW HEAD3"=1'-0"WINDOW JAMB3"=1'-0"WINDOW SILL
3"=1'-0"THRESHOLD - EXTERIOR
21/4"=1'-0"
113"=1'-0"DOOR JAMB - INTERIOR
103"=1'-0"DOOR HEAD - INTERIOR
93"=1'-0"THRESHOLD - INTERIOR
163"=1'-0"DOOR HEAD - OHD
1519 3"=1'-0"DOOR JAMB - EXTERIOR3"=1'-0"DOOR JAMB - OHD
143"=1'-0"DOOR HEAD - EXTERIOR
173"=1'-0"THRESHOLD - OHD
1/4
"
DOOR, REF. SCHED.
METAL FRAME BEYOND
RESILIENT TRANSITION
ALL TRANSITIONS IN FLOOR FINISH SHALL OCCUR @ CENTERLINE OF DOOR ONLY
DOOR, REF. SCHED.
METAL FRAME - PAINT
5/8" GYP. BD. EA. SIDE ON 2x6 WOOD STUDS @ 16" O.C.
2"
RE
F. S
CHE
D.
8" NOM.
METAL FRAME BEYOND
2x6 WOOD HEADERS
9" NOM.
SOUND ATTENUATIONINSULATION
1/2" 1/2"
REF. SCHED.
8" N
OM
.
9" N
OM
.
DOOR, REF. SCHED.
METAL FRAME - PAINT
5/8" GYP. BD. EA. SIDE ON 2x6 WOOD STUDS @ 16" O.C.
SOUND ATTENUATIONINSULATION
PROVIDE (3) ANCHORS @ EA. JAMB
2"
1/2
"1/
2"
1" RIGID INSULATION
1" RIGID INSULATION
DOOR SCHEDULE
NO.DOOR DOOR SIZE FRAME
TYPEDETAILS
REMARKSTYPE MAT'L WIDTH HT. THK. HEAD SILL JAMB
100 D3 MTL 12'0" 12'0" 1 3/4" MTL 16/A3.1 17/A3.1 19/A3.1 -
101 D3 MTL 12'0" 12'0" 1 3/4" MTL 16/A3.1 17/A3.1 19/A3.1 -
102 D4 MTL 6'0" 6'0" 1 3/4" MTL 16/A3.1 17/A3.1 19/A3.1 -
103 D1 MTL 6'0" 7'0" 1 3/4" MTL 10/A3.1 9/A3.1 11/A3.1 -
104 D1 MTL 6'0" 7'0" 1 3/4" MTL 10/A3.1 9/A3.1 11/A3.1 -
105 D2 WD 3'0" 7'0" 1 3/4" WD 14/A3.1 13/A3.1 15/A3.1 1
NOTE:1. PROVIDE CARD READER, REF. 7/A3.1.
WINDOW TYPE "A"
VINYL CLAD WOODW/ MUNTINS
7'-4
" A
FF.
3'-0
"
3'-0"
4/A
3.1
8/A3.1
12/A
3.1
DOOR TYPE "D1"
MTL. DOORW/ MTL. FRAME
6'-0"
10/A
3.1
11/A3.1
9/A
3.1
7'-0
"2
"
7'-2
"
2" 2"
6'-4"
DOOR TYPE "D2"
SOLID WD. DOORW/ WD. FRAME
DOOR TYPE "D3"
FAUX WD. CLADDINGW/ MTL. FRAME
7'-2
"3
'-6"
2"
13/A
3.1
15/A3.1
12'-0
"
3'-8"
4/A
3.1
14/A3.1
12'-0"
17/A
3.1
19/A3.1
DOOR TYPE "D4"
FAUX WD. CLADDINGW/ MTL. FRAME
12'-0
"
6'-0"
17/A
3.1
19/A3.1
16/A
3.1
16/A
3.1
6'-0
"
8/A3.1
VINYL CLAD WOOD WINDOW W/ INSUL. GLASS
5/8" GYP. BD. ON 1" RIGID INSUL.(NO INSULATIONIN GARAGE #100)
RE
F. 3
/A3
.1
8" NOM.
VINYL CLAD WOOD WINDOW FRAME BEYOND
WOOD SHIM
BATT INSULATION
4"
2x WOOD HEADERS
HARDIPANELSIDING SYS.W/ BATTENS@ 12" O.C.
METALFLASHING
BACKER ROD& CAULK
WEATHER BARRIERON 1/2" WOODSHEATHING
1x4 CEMENT BD. TRIM
REF. 3/A3.1
8" N
OM
.
4"
METALFLASHINGBELOW
BACKER ROD& CAULK
5/8" GYP. BD. ON 1" RIGID INSUL.(NO INSULATIONIN GARAGE #100)
WOOD SHIM
2x6 WOOD FRAMING
VINYL CLAD WD. WINDOWW/ INSUL.GLASS
VINYL CLAD WOOD WINDOW W/ INSUL. GLASS
5/8" GYP. BD. ON 1" RIGID INSUL.(NO INSULATIONIN GARAGE #100)
RE
F. 3
/A3
.1
8" NOM.
VINYL CLAD WOOD WINDOW FRAME BEYOND
WOOD SHIM
BATT INSULATION
4"
2x6 WOODFRAMING
HARDIPANELSIDING SYS.W/ BATTENS@ 12" O.C.
METALFLASHING
BACKER ROD& CAULK
WEATHER BARRIERON 1/2" WD.SHEATHING
1x4 CEMENT BD. TRIM
VINYL CLAD WD. WINDOWFRAME BELOW
HARDIPANELSIDING SYS.W/ BATTENS@ 12" O.C.
WEATHER BARRIERON 1/2" WOODSHEATHING
1x4 CEMENT BD. TRIM
2"
3"
LIMESTONE VENEER
DOOR, REF. SCHED.
5/8" GYP. BD. ON 2X6 WD.STUDS
BATT INSULATION
1x8 WD. TRIM
DBL. 2X6 STUDS
WEATHER BARRIER ON 1/2" WOOD SHEATHING
VINYL WEATHERSEAL
DOOR, REF. SCHED.OVERHEAD DOORTRACK
1x WD. TRIM
6"x4"x3/8" ROLLEDLINTEL ANGLE
LIMESTONE VENEER
2x WOOD HEADERS
5/8" GYP. BD. ON 2x6 WOOD STUDS @ 16" O.C.
WEATHER BARRIER ON 1/2" WOOD SHEATHING
LIMESTONE VENEERBEYOND
LIMESTONE ROWLOCK
3/4" PLYWD. NAILER
1X TRIMOVERHEAD DOOR TRACK
1'-1"
1"
5 1/2"BRICK LEDGE
SLOPE
DOOR, REF. SCHED.
6" A
BO
VE C
LG. T
ILE
OR
10'-0
" AF
3'-6
"
4"
6"1'-2"
3/4" CONDUIT
3/4" CONDUIT
WOOD DOOR
3/4" EMT CONDUIT, 4" MIN. RADIUS WHERE IT OCCURS
1/2" DIA. BORE OR EMT CONDUIT INSIDE DOOR BY MFGR.
2x4 J.BOX W/ SOLID COVER FACING SECURE SIDE
ELECTRIC LOCKSET PER SPECIFICATIONS
4x4 J.BOX FACING INSIDE OF WALLKEYPAD AND RAINBOX BY G.C.
STUB OUT 90 DEG. AT 6" ABOVE CLG. OR AT 10'-0" AFF W/O CLG., PROVIDE PULL STRING
DOOR & FRAME AS SCHEDULED
ELECTRIC TRANSFER HINGE
REF. DOOR SCHED.
8" N
OM
.
4"
HARDIPANELSIDING SYS.W/ BATTENS@ 12" O.C.
BACKER ROD& CAULK
WEATHER BARRIERON 1/2" WOODSHEATHING
1x4 CEMENT BD. TRIM
5/8" GYP. BD. ON 2x6 WD. STUDS
WOOD SHIM
2x6 WOOD FRAMING
RE
F. D
OO
R S
CHE
D.
RE
F. 3
/A3
.1
VINYL CLAD WD. WINDOWW/ INSUL. GLASS
VINYL CLAD WD. WINDOWFRAME BEYOND
DOOR, REF. SCHED.
MAXIMUM SLOPE 1/4" PER. FT. REQ'D. MANEUVERING CLEARANCE @ DOORS
WD. TRIM BEYOND
DOOR, REF. SCHED.
RAIN DRIP CAP
CONTINUOUS VINYL WEATHER STRIPMILL FINISHED ALUMINUM THRESHOLD W/ SEAL & CADMIUM SCREWS (SET THRESHOLD IN FULL BED OF MASTIC)
1x4 CEMENT BD. TRIM BEYOND
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A4.113
EXTERIORELEVATIONS
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
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2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
11
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
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www.swoboda-engineering.com
FIR
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EER
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Nov 1, 2016
1
3
13 1/4"=1'-0"
1/4"=1'-0"
1/4"=1'-0"
WEST ELEVATION
EAST ELEVATION
151/4"=1'-0"NORTH ELEVATION
SOUTH ELEVATION
A4.1 Ext Elev 1661.vwx
125
125
FIN. FLOOREL. 100'-0"
T.O. SILLEL. 6'-0"
T.O. PLATE
EL. 14'-0"
T.O. RIGDE
EL. 24'-2"
FIN. FLOOR
EL. 100'-0"
T.O. RIDGEEL. 16'-6"
T.O. RIGDEEL. 24'-2"
PRE-FINISHEDMETAL ROOFSYSTEM
LIMESTONEVENEER
LIMESTONECAP
PRE-FINISHEDMETAL ROOFSYSTEM
LIMESTONECOLUMN
8x12 ROUGHSAWN BEAM
6x12 RIDGEBEAM
D.S.D.S.
D.S.
METAL EDGEFLASHING
RIDGE CAP
RIDGE CAP
D.S.
LIMESTONEVENEER
LIMESTONECAP
HARDIPANELSIDING SYS.W/ BATTENS@ 12" O.C.
D.S.D.S.
D.S.D.S. D.S. D.S.S.B. S.B.
BRICK LEDGEEL. 99'-6 1/2"
BRICK LEDGEEL. 99'-6 1/2"
C.J.
C.J.
PREFINISHED GUTTER &DOWNSPOUT
RIDGE CAP
ROOF VENTILATOR, PROVIDEDECK-TITE ROOF PENETRATION
(2) ROOF VENTILATOR, PROVIDEDECK-TITE ROOF PENETRATION
DONORSIGNHERE
FIN. FLOOR
EL. 100'-0"
T.O. SILLEL. 6'-0"
T.O. PLATEEL. 14'-0"
T.O. RIGDEEL. 24'-2"
125
125
FIN. FLOOR
EL. 100'-0"
T.O. RIDGEEL. 16'-6"
T.O. RIGDEEL. 24'-2"
PRE-FINISHEDMETAL ROOFSYSTEM
LIMESTONEVENEER
LIMESTONECAP
PRE-FINISHEDMETAL ROOFSYSTEM
LIMESTONECOLUMN
8x12 ROUGHSAWN BEAM
6x12 RIDGEBEAM
D.S.D.S.
METAL EDGEFLASHING
RIDGE CAP
C.J.
RIDGE CAP
D.S.LIMESTONEVENEER
LIMESTONECAP
D.S. D.S. D.S.D.S.
C.J.
D.S.S.B. S.B. S.B. S.B.
D.S.S.B.
D.S.
S.B.
BRICK LEDGEEL. 99'-6 1/2"
BRICK LEDGEEL. 99'-6 1/2"
C.J.C.J.
PREFINISHED GUTTER &DOWNSPOUT
HARDIPANELSIDING SYS.W/ BATTENS@ 12" O.C.
ROOF VENTILATOR, PROVIDEDECK-TITE ROOF PENETRATION
RIDGE CAP
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A4.213
SECTIONS& DETAILS
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
ION
S G
OLF
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CEN
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2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
9
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
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9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
Nov 1, 2016
4
5 113 3/4"=1'-0"WALL SECTION3/4"=1'-0"WALL SECTION
1/4"=1'-0"DETAIL @ ENTRY ROOF
1/4"=1'-0"
111/4"=1'-0"
93/4"=1'-0"WALL SECTION
15193/4"=1'-0"EXT. GRADE BM. @ CEMENT BD.
3"=1'-0"
BUILDING SECTION
1418 3/4"=1'-0"3/4"=1'-0"EXT. GRADE MB. @ GARAGE DOOR
SECTION @ ENTRY ROOF
A4.2 Sections and Details 1661.vwx
FIN. FLOOR
EL. 0'-0"
T.O. PLATE
EL. 14'-0"
T.O. RIGDEEL. 24'-2"
FIN. FLOOR
EL. 100'-0"
T.O. PLATE
EL. 114'-0"
T.O. RIGDEEL. 24'-2"
125
1
A4.2SIM.
9
A4.2
OVERHEAD DOORTRACK
13'-1
0"
SLOPE
5/8" GYP. BD. ON1 1/2" CHANNELCEILING
R-38 BATT INSUL.
RIDGE VENT
ROOF ASSEMBLY: STANDING SEAM MTL. ROOF ON PURLINS ON 30# FELT ON 5/8" PLYWD.ROOF DECK ON PRE-ENG. WOOD TRUSSES
5/8" GYP. BD. ON 1"RIGID INSULATIONON 1 1/2" CHANNEL
R-38 BATT INSUL.
5/8" GYP. BD. ON 1"RIGID INSULATIONON 2x6 WD. STUDS@ 16" O.C.
5/8" GYP. BD. ON2x6 WD. STUDS@ 16" O.C. W/R-19 BATT INSUL.
100GARAGE
102
STORAGE
BRICK LEDGEEL. 99'-6 1/2"
FIN. FLOOR
EL. 100'-0"
T.O. MAS. SILL
EL. 6'-0"
T.O. PLATE
EL. 114'-0"
125
PRE-FIN. MTL.GUTTERS,TYP., REF.19/A4.2
3'-0"
ROOF ASSEMBLY: STANDING SEAM MTL. ROOF ON PURLINS ON 30# FELT ON 5/8" PLYWD. ROOF DECK ON PRE-ENG. WOOD TRUSSES
LIMESTONE VENEEROVER AIRSPACE
6" LIMESTONELEGER CAP
WEATHER BARRIERON 1/2" WD. SHEATHING
2x6 WOOD STUDS @@ 16" O.C. W/ R-19BATT INSULATION
5/8" GYP. BD. ON1" RIGID INSULATION
HARDIPANEL SIDINGSYSTEM W/ BATTENS@ 12" O.C.
LIMESTONE VENEERBEYOND
METAL FLASHING
BACKER ROD &CAULK
1x4 CEMENTBD. TRIM
1x8 CEM.BD. FASCIA
CEM. BD. SOFFIT(PERFORATED)
R-38 BATTINSULATION
5/8" GYP. BD. ON 1 1/2" CHANNELS
14
A4.2
SPLASH BLOCK,REF. 5/A4.3
BRICK LEDGE
EL. 99'-6 1/2"
1'-1"NOM.
PRE-FIN. GUTTER &DOWNSPOUT - MATCHPROFILE ON EXIST.BUILDING
FIN. FLOOR
EL. 100'-0"
T.O. PLATE
EL. 114'-0"
2x6 WOOD STUDS @@ 16" O.C. W/ R-19BATT INSULATION
5/8" GYP. BD. ON1" RIGID INSULATION
HARDIPANEL SIDINGSYSTEM W/ BATTENS@ 12" O.C.
R-38 BATTINSULATION
15
A4.2
5/8" GYP. BD. ON 1 1/2" CHANNELS
WINDOW SILL
EL. 7'-4"
WINDOW HEAD
EL. 10'-4"
VINYL CLAD WOODWINDOW W/ 1/4"INSULATED GLASS
125
3'-0"ROOF ASSEMBLY: STANDING SEAM MTL. ROOF ON PURLINS ON 30# FELT ON 5/8" PLYWD. ON PRE-ENG. WOOD TRUSSES
4
A3.1
12
A3.1
ROOF ASSEMBLY: STANDING SEAM MTL. ROOF ON PURLINS ON 30# FELT ON 5/8" PLYWD. ROOF DECK ON PRE-ENG. WOOD TRUSSES
WEATHER BARRIERON 1/2" WD. SHEATHING
1x4 CEMENTBD. TRIM
1x8 CEM.BD. FASCIA
CEM. BD. SOFFIT(PERFORATED)
8"NOM.
PRE-FIN. MTL.GUTTERS,TYP., REF.19/A4.2
1x4 CEMENT BD. TRIM
T.O. PLATE
EL. 114'-0"
LIMESTONE VENEERBEYOND
125
3'-0"ROOF ASSEMBLY: STANDING SEAM MTL. ROOF ON PURLINS ON 30# FELT ON 5/8" PLYWD. ON PRE-ENG. WOOD TRUSSES
DOOR, REF. SCHED.
OVERHEAD DOORTRACK
1x8 WD. TRIM
18
A4.2
R-38 BATTINSULATION
1x8 CEM.BD. FASCIA
CEM. BD. SOFFIT(PERFORATED)
PRE-FIN. MTL. GUTTERS,TYP., REF. 19/A4.2
FIN. FLOOREL.100'-0"
T.O. MAS.
EL. 110'-5"
T.O. RIDGEEL. 116'-4"
125
5" LIMESTONE CAP W/ SLOPE & 1" OVERHANG
BATTERED MASONRY COLUMN,LIMESTONE VENEER OVER AIRSPACE OVER CONC. BLK. - 6"MIN., BACK-UP STAGGER SIZESTO OPTAIN BATTER
4
A4.2
LC1'-6" 1'-6"
2'-0"
GUTTER & DOWNSPOUT
EXT. GRADE BM. @ MASONRY
T.O. RIDGEEL. 116'-4"
B.O. BEAMEL. 110'-5" 6
"2
" TY
P. 12
5
2"
4"
3'-0"
4"
1'-3"
5" LIMESTONE CAP W/1" OVERHANG
6x12 RIDGE BEAM
6x6 KINGPOST
8x12 ROUGH SAWNBEAM
6" KINGPOST EXTENSIONW/ THRU BOLT CONNECTION
RIDGE CAP
ROOF ASSEMBLY: STANDINGSEAM MTL. ROOF ON PURLINSON 30# FELT ON 5/8" PLYWD.ROOF DECK ON 2x8 RAFTERS
PRE-FIN. METALGUTTERS, TYP.
EXPOSED CEMENTBOARD
FINISH GRADE
6" MIN. COMPACTEDSELECT FILL
PROVIDE CONT. TERMITE SHIELD @ 2x6 TREATED BOT. PLATE
5 1/2"
5 1/
2"
EXIST. GRADE3'-0
"
1'-6"
FLEXIBLE FLASH.- WEEPS @ 48"
MORTARDEFLECTOR
1/2"é A.B.@ 48" O.C.
FLEXIBLE MTL.FLASH.
FINISH GRADE
6" MIN. COMPACTEDSELECT FILL
PROVIDE CONT. TERMITE SHIELD @ 2x6 TREATEDBOT. PLATE
1'-0"
2'-6
"
1 1/2"
1 1/2
"
EXIST. GRADE
1/2"é A.B.@ 48" O.C.
1'-0"
3'-0
"
6" MIN. COMPACTEDSELECT FILL
EXIST. GRADE
CONC. DRIVE
SLOPE
V.I.F.
4 1/
2"
1"
DOOR, REF. SCHED.
OVERHEAD DOORTRACK
20 GA. G.I. STRAPS @ 3'-0" O.C. TYP. ANCHORED TO DECK CONST.
24 GA. PREFINISHED SHEET METALGUTTER AS INDICATED OR STD. SHAPE OF EQUIV. SIZE - FINAL APPROVAL BY ARCHITECT
24 GA. PREFINISHED SHEET METAL DOWNSPOUTS (REF. SPECS. & ELEVS.) - ANCHOR W/ 5 MIN EQ. SPACED 20 GA. STRAPS TO EXTERIOR WALL
TYP. FASCIA CONST. REF. SECTIONS
MTL. ROOF - REF. WALL SECTIONS & DETAILS FOR ADDTIONAL NOTES
1"4
1/2
"
5/8"
5 1/
2"
5 1/4"
FASTEN STRAP TO GUTTER
A4.3 Section and Details 1661.vwx
5
7
9
3
1 1/2"=1'-0"DOWNSPOUT & SPLASH BLOCK
GUTTER1 1/2"=1'-0"SIDEWALK DETAIL 7 3
3/4"=1'-0"WALL SECTION
48 3/4"=1'-0"MTL. BEAM @ BRICK COLUMN1 1/2"=1'-0"RIDGE DETAIL
21"=1'-0"COLUMN DETAIL
1COLUMN DETAIL
REF. STRUCT. FOR REINF.
CONC. BASKETBALL COURT, REF. STRUCT.
COL
5
A4.3
5"
EXISTING SUB-GRADE
PREFINISHED MTL. ROOF PANEL
18'-0
"
6" MIN. COMPACTED FILL- EXTEND 3'-O" BEYOND LIMITS OF PAVING
3'-3 5/8"
PLINTH CAP ELEVATIONVARIES AT ALL COLUMNS
SLOPE 1 1/2"
LIMESTONE MASONRY
RIGID FRAME TO BE FIELD PAINTED VERIFY THAT PURLIN SPACING COMPLIES WITH ROOF PANEL REQUIREMENTS
METAL PURLINSPAINTED
BU
TTO
N @
4'-6
"A.F
.F.
COURT CONTROLS, REF. MEP
1"5
1/2
"
8"
TOP OF STRUT
18'-0
"
12
1
24 GA. PREFINISHED GUTTER BY ROOF MFGR.
24 GA. STRAP @ 32" O.C.
PRE-FINISHED MTL. ROOF PANEL
EXPOSED PAINTED STRUT
PREFINISHED TRIM
LIMESTONE MASONRY COLUMN BEYOND
LIMESTONE MASONRY
PRE-FIN. MTL. ROOF PANELS
MTL. PURLINS - PAINT
18'-0"
PAINTED RIGID FRAME
COPE MASONRY TO 1/2" OF STEEL BEAM & CAULK 1/4" 0VER FOAM POLY BACILER ROD
PREFINISHED MTL. ROOF PANEL
SLOPE 1 1/2" SLOPE 1 "
24 GA. PREFINISHED SHT. MTL. 5" X 5" DOWNSPOUT
MASONRY COLUMN COVER
TYP. 20 GA. PREFINISHED STRAP TO WALL W/2 GALV. 5/16" DIA. EXP. BOLTS - SPACE @ 5'-O" O.C. APPROX.
TYP. CONC. SPLASH - 32" X 32" X 4" W/ #3 @ 12" O.C.
4"
4"
DOWEL TO CAP - 3 DOWELS @ 12" O.C. SIMILAR TO NOTE AT 9/A2.22
2'-8"
2"2"
FASTENER
PRE-FINISHEDMTL. PANEL
FASTENER @ 36" O.C.
FIXED RIDGE FLASHING
16 GA. SUPPORT PLATE
OUTSIDE CLOSURE W/ TAPE SEALANT AT VERTICAL LEGS
PURLIN TO BE PAINTED
TRI-BEAD TAPE SEALER
3/8
"
1/2" EXP. JOINT FILLERW/ SEALER - PER SPECSCOLOR TO MATCH COURT COATING
COL
COL
1'-0"
4"8"
2'-3 5/8"
3'-3 5/8"
1'-3
7/8
"1'-
3 7
/8"
2'-7
5/8
"
LIGHTING CONTROL PANEL, MEP
COLUMN TIES
METAL COLUMN
7 5
/8"
LIMESTONE MASONRY & 3 5/8" CMU WITH HORIZ. REINF.
COL
COL
COL
1'-0
"1'-
7 5
/8"
2'-7
5/8
"
4"8"
1'-0" 2'-3 5/8"
3'-3 5/8"
8"
8"
LIMESTONE MASONRY & 3 5/8" CMU WITH HORIZ. REINF.
7 5
/8"
7 5/8"
7 5
/8"
COLUMN TIES
METAL COLUMNS
LIMESTONE MASONRY & 3 5/8" CMU WITH HORIZ. REINF.
3"=1'-0"
1"=1'-0"
FRED A. PATTERSON
THESE DOCUMENTS AREFOR INTERIM REVIEW ANDARE NOT INTENDED FORREGULATORY APPROVAL,BIDDING, PERMIT, OR CONSTRUCTION PURPOSES.
REGISTRATION NUMBER: 10389
A4.313
SECTION& DETAILS
Date:
Patterson Project No.: 1661
Drawn By:Checked By: FP
JMH
Project No.:
Sheet
Sheet Title:
Building Inventory No.:
of
CAD File:
Issue Notes:No:
TRA
DIT
ION
S G
OLF
LEA
RN
ING
CEN
TER
2016-01260
Plot Date:
NEW
STO
RA
GE
SHED
3880
SO
UTH
TR
AD
ITIO
NS
DR
.BR
YAN
,TEX
AS
10
1720
M.E.P.
STRUCTURAL
CIVIL AND SURVEY
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
www.swoboda-engineering.com
FIR
M N
O. 2
13B
RYA
N, T
X70
10 C
OY
OTE
RU
NPH
: (97
9) 7
74-3
400
S W
O B
O D
AEN
GIN
EER
ING
5"
(4" @
WA
LKS
)
HARD TROWEL EDGES EACH SIDE
1/2" EXP. JOINT FILLERW/ SEALER - PER SPECSCOLOR TO MATCH COURT COATING
PLASTIC SLEEVES - 12" LONG
CONC. REINF. REF. STRUCT.
2 1/
2"5"
(4" @
WA
LKS
)
(2"
@ W
ALK
S)
8 5/8" 1/2" 10"
6" COMPACTED SELECTFILL - PER SPECS
5/8" DIAMETER X 1'-6"SMOOTH DOWEL @ 12" O.C.
REF.STRUCT.
#4 BARS@16" OCEW
BEAM CORNER,REF: , TYP.
8
S100
4
S100
3
S100
4
S100
4
S100
4
S100
7
S100
3
S100
BEAM INTERSECTION,REF: , TYP./11 S100 /12 S100
11
' - 1
0 1
/2"
11
' - 4
1/2
"
VE
RIF
Y
6' -
6"
VE
RIF
Y
7' -
0"
11
' - 4
1/2
"1
1' -
10
1/2
"
6
S100
7
S100
6
S100
7
S100
6
S100
9
S100
2
S100
5
S100
3
S100
8
S100
9
S100
2
S100
5
S100
SL
OP
E 4
1/2
"
VARIESVARIES
11' - 0" 10' - 0" 10' - 0" 11' - 0"
45' - 0"
1' - 6" 42' - 0" 1' - 6"
60
' - 0
"
20
' - 9
"3
' - 0
"1
2' -
6"
3' -
0"
20
' - 9
"
20
' - 9
"3
' - 0
"1
2' -
6"
3' -
0"
20
' - 9
"
60
' - 0
"
45' - 0"
1' - 6"42' - 0"
1' - 6"
7
S100
1' - 10"
1' - 10"
1' - 10"
1' - 10"
BEGIN SLOPE
5 1/2"5 1/2"
10
S100
SIM10
S100
FOUNDATION
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS AND SHALL HAVE AN APPROVED AIR ENTRAINMENT AGENT. FLY ASH MAYBE CONSIDERED AT THE DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATUREAT THE TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70° FAHRENHEIT.
2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE SLAB SHALL BEREINFORCED WITH #4 BARS 16" OCEW OR ALT. #3 @ 12" OCEW IN ADDITION TOTHE TOP BEAM OR CANTILEVER REINFORCEMENT SHOWN IN THE SECTIONS.
3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH BEAM SHALLBE REINFORCED AS SHOWN ON THE BEAM DETAILS.
4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY #3 STIRRUPSAS INDICATED AND SPACED AT NOT MORE THAN 2' OC.
5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS OR MASONRYBRIQUETTES AT NOT MORE THAN 6' OC.
6. REINFORCING BARS SHALL BE SECURED AT EVERY OTHER INTERSECTION.
7. LAPS AND SPLICES IN REINFORCING BARS SHALL BE A MINIMUM OF (30) BARDIAMETERS.
8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE INCREASEDAS NECESSARY TO PENETRATE A MINIMUM OF 12" BELOW GROUND.
9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6" WHERECONFLICTS WITH PLUMBING LAYOUTS OCCUR.
10. UTILITIES WHICH PROJECT THROUGH SLAB-ON-GRADE, SLAB-ON-FILL,"FLOATING" FLOOR SLABS, OR ANY OTHER RIGID UNIT SHOULD BE DESIGNED WITHEITHER SOME DEGREE OF FLEXIBILITY OR WITH SLEEVES.
11. SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY THE DROP BEDEEPENED BY THE SAME AMOUNT WITH TRANSITIONS IN DEPTH OCCURRING OVERA 1 TO 12 SLOPE.
12. THE AREA UNDERNEATH THE SLAB AND 5' BEYOND SHALL BE STRIPPED OFVEGETATION AND OTHER ORGANIC MATTER TO A MINIMUM DEPTH OF 6" BELOWEXISTING GRADE.
13. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A MAXIMUMPLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 8.ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF 6". EACH LIFTSHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D-698) ATA MOISTURE CONTENT -2% TO +2% OF OPTIMUM.
14. WHERE LOT SHAPES REQUIRE BEAMS TO BE 4' - 0" TO 5' - 0" DEEP, AHORIZONTAL #5 BAR SHALL BE ADDED TO EACH SIDE OF THE BEAM AT MIDHEIGHT.FOR DEPTHS OF 5' - 0" TO 6' - 0", (2) HORIZONTAL #5 BARS SHALL BE ADDED TOEACH SIDE OF THE BEAM AND EQUALLY SPACED VERTICALLY. FOR BEAMSDEEPER THAN 6' - 0" THE ENGINEER SHALL BE CONTACTED FOR SPECIAL DESIGN.
15. A 4" PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED UNDER THE SLAB.
16. A VAPOR RETARDER SHALL BE PLACED UNDER ALL CONCRETE SLAB. THEVAPOR RETARDER SHALL BE A MINIMUM OF 10 MIL. TEARS IN THE VAPORRETARDER SHALL BE REPAIRED WITH APPROVED MASTIC OR MANUFACTURETAPE. THE VAPOR RETARDER SHALL BE CONTINUED OVER THE OUTER EDGE ANDTACKED TO FORM.
17. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND STANDING WATER PRIORTO POURING CONCRETE.
18. STRUCTURAL DRAWINGS TO BE COORDINATED WITH ARCHITECTURAL,ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, ANDRELATED ITEMS.
19. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BEVERIFIED WITH THE FLOOR PLAN AND THE OWNER NOTIFIED IF DISCREPANCIESEXIST.
20. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE FOUNDATION SHALLBE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TOCONCRETE PLACEMENT.
21. (4) CORNER BARS SHALL BE SECURELY TIED TO THE INTERSECTING BEAMBARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE #5 BARS BENT TOA RIGHT ANGLE WITH 1' - 6" LEGS. SEE BOTH CORRESPONDING DETAILS.
22. BASED ON ACI 318, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT WITHA MINIMUM INTERNAL BEND RADIUS OF (6) BAR DIAMETERS EXCEPT STIRRUPS ANDTIES, WHICH SHALL BE GREATER THAN (4) BAR DIAMETERS IN REGARD TOINTERNAL BEND RADII. BENDING SHALL NOT BE DONE IN FIELD UNLESS NOTEDOTHERWISE.
23. FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED BY GESSNERENGINEERING DATED OCTOBER 12, 2016.
24. FOUNDATION LAYOUT BASED ON ARCH. PLANS PROVIDED BY PATTERSONARCHITECTS DATED OCTOBER 10, 2016.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT FOR CAST-IN-PLACE CONCRETE CONSTRUCTION:
CONCRETE PROTECTIONFOR REINFORCEMENT
CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THRU NO. 18 BARSNO 5 BARS & SMALLER
CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:
SLABS, WALLS, JOISTSNO. 14 & NO. 18 BARSNO 11 BARS & SMALLER
BEAM, COLUMNS:PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS
THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALLBE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH.
NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGERTHAN:
A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NOR
B. 1/3 THE DEPTH OF SLABS, NOR
C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCINGBARS.
3 INCHES
2 INCHES1.5 INCHES
1.5 INCHES0.75 INCHES
1.5 INCHES
BEAMDEPTH
STIRRUPDEPTH
30" 24"
32"
34"
36"
38"
40"
42"
26"
28"
30"
32"
34"
36"
BE
AM
DE
PT
H
ST
IRR
UP
DE
PT
H
44" 38"
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
OVEREXCAVATE A MIN 0'-6"OF EXISTING SOIL AND
REPLACE WITH A MIN 1'-0" OFCOMPACTED SELECT FILL
PRIOR TO CONSTRUCTION ASPER SOIL REPORT, TYP.
#4 BARS @ 16" OCEW
36
"
5"
TY
P.
12
" M
IN.
1 1/2" X 1 1/2"LEDGE
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
#4 BARS @ 16" OCEW
36
"
5"
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
#4 BARS @ 16" OCEWFLATWORK
REF. OTHERS
BY GC
1"
REF. PLAN FOR SLOPE
1/2" BITUMINOUS OR OTHERAPPROVED EXPANSION JOINT
FILLER W/ 1/2" SEALANT
12" LONG #4 DOWELS@ 12" OC, EXTEND MIN.6" INTO FLATWORK AND
SLIP COVER THIS END
5"
- 36
"
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
#4 BARS @ 16" OCEW5 1/2" X 5 1/2"BRICK LEDGE
#4 CONT.REF. PLAN FOR SLOPE
MATCH WALLTHICKNESS
REF. PLAN
-
-
5"
36
"
(4) 36" LONG #5 BARSBENT W/ 18" LEGS
((2) TOP & BOTTOM)
PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIORBEAM INTERSECTIONS.
THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FORACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN)
(4) 36" LONG #5 BARSBENT W/ 18" LEGS
((2) TOP & BOTTOM)
PROVIDE CORNER BARS AS SHOWN AT ALL EXTERIORBEAM INTERSECTIONS.
THIS IS A SCHEMATIC ONLY, SEE BEAM SECTIONS FORACTUAL BEAM REINFORCEMENT. (SLAB NOT SHOWN)
NOTES:1. CONTRACTOR SHALL VERIFY LOCATIONS AND TYPES OF
PLUMBING FIXTURES WITH ARCHITECTURAL DRAWINGSPRIOR TO COMMENCING CONSTRUCTION.
2. OVEREXCAVATE A MIN. 0'-6" OF EXISTING SOIL ANDREPLACE WITH A MIN. 1'-0" OF COMPACTED SELECT FILLPRIOR TO CONSTRUCTION AS PER SOIL REPORT.
3. VERIFY ALL DIMENSIONS WITH ARCHITECT AND OWNERPRIOR TO COMMENCING CONSTRUCTION.
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
18"
#4 BARS @ 16" OCEW5 1/2" X 5 1/2"
BRICK LEDGE
36
"
5"
(1) #6 BAR
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
36"
#4 BARS @ 16" OCEW5 1/2" X 23 1/2"BRICK LEDGE
(3) #6 BAR TOPAND BOTTOM
36
"
5"
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
18"
#4 BARS @ 16" OCEW5 1/2" X 5 1/2"BRICK LEDGE
#4 CONT.REF. PLAN FOR SLOPE
MATCH WALLTHICKNESS REF. PLAN
-
-
5"
36
"
(1) #6 BAR
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
36"
#4 BARS @ 16" OCEW5 1/2" X 23 1/2"BRICK LEDGE
#4 CONT.REF. PLAN FOR SLOPE
MATCH WALLTHICKNESS REF. PLAN
-
-
5"
36
"
(3) #6 BARS TOPAND BOTTOM
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
#4 BARS @ 16" OCEW
36
"
5"
1 1/2" X 1 1/2"LEDGE
-MATCH WALLTHICKNESS
REF. PLAN FOR SLOPE#4 CONT.
REF. PLAN
Issue Date:
Project Number:
Drawn By:
Checked By:
Sheet: of
GESSNER ENGINEERING
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLSF-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
P L
A N
| D
E S
I G
N| V E R I F Y
TR
AD
ITIO
NS
GO
LF
LE
AR
NIN
G C
EN
TE
R
FORCONSTRUCTION
10.31.16
16-0738
S1001 2
STORAGE SHEDFOUNDATION PLAN
MAR
DV
SO
UT
H T
RA
DIT
ION
S D
RIV
E
BR
YA
N, T
EX
AS
3/16" = 1'-0"1
STORAGE SHED FOUNDATION PLAN
3/4" = 1'-0"2
STORAGE SHED EXTERIOR BEAM w/ LEDGE
3/4" = 1'-0"4
STORAGE SHED INTERIOR BEAM
3/4" = 1'-0"6
GARAGE FLATWORK EXTERIOR BEAM 3/4" = 1'-0"
7EXTERIOR BEAM AT FRONT OF GARAGE w/ BRICK LEDGE
1/2" = 1'-0"11
GRADE BEAM CORNER 1/2" = 1'-0"
12GRADE BEAM INTERSECTION
3/4" = 1'-0"3
STORAGE SHED EXTERIOR BEAM w/ BRICK LEDGE
3/4" = 1'-0"5
STORAGE SHED EXTERIOR BEAM w/ WIDENED BRICK LEDGE
TOTAL FOUNDATION SQUARE FOOTAGE: 2,530 SQ. FT.
3/4" = 1'-0"8
GARAGE EXTERIOR BEAM w/ BRICK LEDGE 3/4" = 1'-0"
9GARAGE EXTERIOR BEAM w/ WIDENED BRICK LEDGE
3/4" = 1'-0"10
STORAGE SHED EXTERIOR BEAM W/ DROP
Revision
52' - 0"
75
' - 0
"
52' - 0"
75
' - 0
"
FOOTING AT EXTERIOR BEAMCORNER, REF: ,TYP.
2
S101
3
S101
3
S101
2
S101
2
S101
2
S101
#4 BARS@16" OCEW
12
' - 9
"1
2' -
3"
12
' - 6
"1
2' -
6"
12
' - 3
"1
2' -
9"
13' - 3" 12' - 9" 12' - 9" 13' - 3"
FOOTING AT EXTERIORBEAM INTERSECTION,REF: , TYP.
/5 S101
/7 S101
12/36 PIER:REF: , TYP./6 S101
LOCATIONS, TYP.2' - 6" ,TYP. @ COLUMN
LO
CA
TI O
NS
, T
YP
.
2' -
6"
,TY
P. @
CO
LU
MN
CJ CJ CJ CJ CJ CJ CJ CJ CJ
CJ CJ CJ CJ CJ CJ CJ CJ
CJ CJ CJ CJ CJ CJ CJ CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
4
S101
4
S101
SLOPE 6"
#5 BAR 12'-0" LONG IN TOPOF SLAB. BEND AND TIEBEHIND ANCHOR BOLTS, TYP.
FOUNDATION
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS AND SHALL HAVE AN APPROVED AIR ENTRAINMENT AGENT. FLY ASH MAYBE CONSIDERED AT THE DISCRETION OF THE ENGINEER IF AMBIENT TEMPERATUREAT THE TIME OF POUR ARE EXPECTED TO BE IN EXCESS OF 70° FAHRENHEIT.
2. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE SLAB SHALL BEREINFORCED WITH #4 BARS 16" OCEW OR ALT. #3 @ 12" OCEW IN ADDITION TOTHE TOP BEAM OR CANTILEVER REINFORCEMENT SHOWN IN THE SECTIONS.
3. ALL BEAM DEPTHS ARE INDICATED ON THE BEAM DETAILS. EACH BEAM SHALLBE REINFORCED AS SHOWN ON THE BEAM DETAILS.
4. SUPPORT FOR THE BOTTOM BEAM REINFORCEMENT SHALL BE BY #3 STIRRUPSAS INDICATED AND SPACED AT NOT MORE THAN 2' OC.
5. ALL SLAB REINFORCEMENT SHALL BE SUPPORTED WITH CHAIRS OR MASONRYBRIQUETTES AT NOT MORE THAN 6' OC.
6. REINFORCING BARS SHALL BE SECURED AT EVERY OTHER INTERSECTION.
7. LAPS AND SPLICES IN REINFORCING BARS SHALL BE A MINIMUM OF (30) BARDIAMETERS.
8. EXTERIOR BEAMS WILL BE AS SHOWN EXCEPT DEPTHS WILL BE INCREASEDAS NECESSARY TO PENETRATE A MINIMUM OF 12" BELOW GROUND.
9. INTERIOR BEAM LOCATIONS MAY BE SHIFTED NOT MORE THAN 6" WHERECONFLICTS WITH PLUMBING LAYOUTS OCCUR.
10. UTILITIES WHICH PROJECT THROUGH SLAB-ON-GRADE, SLAB-ON-FILL,"FLOATING" FLOOR SLABS, OR ANY OTHER RIGID UNIT SHOULD BE DESIGNED WITHEITHER SOME DEGREE OF FLEXIBILITY OR WITH SLEEVES.
11. SLAB DROPS WILL REQUIRE THAT THE BEAMS INTERSECTED BY THE DROP BEDEEPENED BY THE SAME AMOUNT WITH TRANSITIONS IN DEPTH OCCURRING OVERA 1 TO 12 SLOPE.
12. THE AREA UNDERNEATH THE SLAB AND 5' BEYOND SHALL BE STRIPPED OFVEGETATION AND OTHER ORGANIC MATTER TO A MINIMUM DEPTH OF 6" BELOWEXISTING GRADE.
13. ALL FILL PLACED BELOW THE FOUNDATION SLAB SHALL HAVE A MAXIMUMPLASTICITY INDEX OF 20 OR LESS. THE MINIMUM PLASTICITY INDEX SHALL BE 8.ALL FILL SHALL BE PLACED IN MAXIMUM LIFT THICKNESSES OF 6". EACH LIFTSHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D-698) ATA MOISTURE CONTENT -2% TO +2% OF OPTIMUM.
14. WHERE LOT SHAPES REQUIRE BEAMS TO BE 4' - 0" TO 5' - 0" DEEP, AHORIZONTAL #5 BAR SHALL BE ADDED TO EACH SIDE OF THE BEAM AT MIDHEIGHT.FOR DEPTHS OF 5' - 0" TO 6' - 0", (2) HORIZONTAL #5 BARS SHALL BE ADDED TOEACH SIDE OF THE BEAM AND EQUALLY SPACED VERTICALLY. FOR BEAMSDEEPER THAN 6' - 0" THE ENGINEER SHALL BE CONTACTED FOR SPECIAL DESIGN.
15. A 4" PERVIOUS SAND OR GRANULAR LAYER MAY BE PLACED UNDER THE SLAB.
16. A VAPOR RETARDER SHALL BE PLACED UNDER ALL CONCRETE SLAB. THEVAPOR RETARDER SHALL BE A MINIMUM OF 10 MIL. TEARS IN THE VAPORRETARDER SHALL BE REPAIRED WITH APPROVED MASTIC OR MANUFACTURETAPE. THE VAPOR RETARDER SHALL BE CONTINUED OVER THE OUTER EDGE ANDTACKED TO FORM.
17. BEAM TRENCHES SHALL BE CLEANED OF DEBRIS AND STANDING WATER PRIORTO POURING CONCRETE.
18. STRUCTURAL DRAWINGS TO BE COORDINATED WITH ARCHITECTURAL,ELECTRICAL, AND MECHANICAL DRAWINGS FOR ALL OPENINGS, INSERTS, ANDRELATED ITEMS.
19. ALL FOUNDATION PLAN DIMENSIONS ARE INTERPRETED FROM AND SHALL BEVERIFIED WITH THE FLOOR PLAN AND THE OWNER NOTIFIED IF DISCREPANCIESEXIST.
20. ANY UNUSUAL CONDITIONS ENCOUNTERED AFFECTING THE FOUNDATION SHALLBE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TOCONCRETE PLACEMENT.
21. (4) CORNER BARS SHALL BE SECURELY TIED TO THE INTERSECTING BEAMBARS AT ALL EXTERIOR BEAM INTERSECTIONS. THEY SHALL BE #5 BARS BENT TOA RIGHT ANGLE WITH 1' - 6" LEGS. SEE BOTH CORRESPONDING DETAILS.
22. BASED ON ACI 318, SECTIONS 7.2 & 7.3, ALL BARS SHALL BE COLD BENT WITHA MINIMUM INTERNAL BEND RADIUS OF (6) BAR DIAMETERS EXCEPT STIRRUPS ANDTIES, WHICH SHALL BE GREATER THAN (4) BAR DIAMETERS IN REGARD TOINTERNAL BEND RADII. BENDING SHALL NOT BE DONE IN FIELD UNLESS NOTEDOTHERWISE.
23. FOUNDATION DESIGN BASED ON A SOIL REPORT PROVIDED BY GESSNERENGINEERING DATED OCTOBER 12, 2016.
24. FOUNDATION LAYOUT BASED ON ARCH. PLANS PROVIDED BY PATTERSONARCHITECTS DATED OCTOBER 10, 2016.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FORREINFORCEMENT FOR CAST-IN-PLACE CONCRETE CONSTRUCTION:
CONCRETE PROTECTIONFOR REINFORCEMENT
CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THRU NO. 18 BARSNO 5 BARS & SMALLER
CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:
SLABS, WALLS, JOISTSNO. 14 & NO. 18 BARSNO 11 BARS & SMALLER
BEAM, COLUMNS:PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS
THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALLBE THE DIAMETER OF THE BAR, BUT NOT LESS THAN ONE (1) INCH.
NOMINAL MAXIMUM SIZE OF COARSE AGGREGATE SHALL NOT BE LARGERTHAN:
A. 1/5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS, NOR
B. 1/3 THE DEPTH OF SLABS, NOR
C. 3/4 THE MINIMUM CLEAR SPACING BETWEEN INDIVIDUAL REINFORCINGBARS.
3 INCHES
2 INCHES1.5 INCHES
1.5 INCHES0.75 INCHES
1.5 INCHES
BEAMDEPTH
STIRRUPDEPTH
30" 24"
32"
34"
36"
38"
40"
42"
26"
28"
30"
32"
34"
36"
BE
AM
DE
PT
H
ST
IRR
UP
DE
PT
H
44" 38"
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
OVEREXCAVATE A MIN 2'-0"OF EXISTING SOIL AND
REPLACE WITH A MIN 2'-0" OFCOMPACTED SELECT FILL
PRIOR TO CONSTRUCTIONAS PER SOIL REPORT, TYP.
#4 BARS @ 16" OCEW
34
"
5"
TY
P.
12
" M
IN.
(2) #6 BARS
(3) #6 BARS
VAPOR RETARDER10 MIL. MINIMUM
#3 STIRRUPS@ 24" OC
12"
#4 BARS @ 16" OCEW
34
"
5"
12"
BEAR PIERS GRAY CLAY @15' BELOW EXISTINGGROUND SURFACE, REF.GEOTECHNICAL REPORT
#3 TIES @ 10" OC
(4) #6 BARS
#3 TIES @ 10" OC
PLACE SLIP COVERSON VERTICAL STEELAND EXTEND 24"INTO GRADE BEAM
3"
36"
PLACE BOND BREAKER OR OILTOP OF PIER PRIOR TOPLACEMENT OF BEAM CONCRETE
WID
TH
BE
AM
RE
F. P
LA
N
BEAM REINFORCEMENTREF. FOUNDATION DETAILS
REF. PLAN
WIDTH
BEAM
#3 BENT BARS TO MATCHSTIRRUP DEPTH @ 12" OCALONG BENT BARS
TYP.
24" MIN. #5 BENT BAR,TOP & BOTTOM
(4) 36" LONG #5 BARS BENT W/18" LEGS ((2) TOP & BOTTOM)
TYP.
24" MIN.
RE
F. P
LA
N
WD
ITH
BE
AM
RE
F. P
LA
N
BEAM REINFORCEMENT,REF. FOUNDATION DETAILS
REF. PLAN
WIDTH
BEAM
#3 BENT BARS TO MATCHSTIRRUP DEPTH @ 12" OCALONG BENT BARS
#5 BENT BARS, TOP &BOTTOM, TYP.
(4) 36" LONG #5 BARS BENT W/18" LEGS ((2) TOP & BOTTOM)
NOTES:1. CONTRACTOR SHALL VERIFY LOCATIONS AND TYPES OF
PLUMBING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIORTO COMMENCING CONSTRUCTION.
2. OVEREXCAVATE A MIN. 2'-0" OF EXISTING SOIL AND REPLACEWITH A MIN. 2'-0" OF COMPACTED SELECT FILL PRIOR TOCONSTRUCTION AS PER SOIL REPORT.
3. VERIFY ALL DIMENSIONS WITH ARCHITECT AND OWNER PRIORTO COMMENCING CONSTRUCTION.
4. PIERS MUST BE POURED THE SAME DAY THEY ARE DRILLED.PIER SHAFTS SHALL NOT BE LEFT OPEN OVERNIGHT. PIERSTHAT ARE UNABLE TO BE POURED ON THE SAME DAY AS THEYARE DRILLED SHALL BE BACKFILLED AS PER THEGEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
5. METAL BUILDING AND ANCHOR BOLT PLANS WERE NOTAVAILABLE. THE FOOTINGS AT THE METAL BUILDING COLUMNSSHALL BE WIDENED AS REQUIRED TO PROVIDE A MIN. 3"CLEARANCE BETWEEN ALL ANCHORS AND FOOTING EDGES.
#4 BARS @ 16" OCEW
THE SAW CUT OPERATION SHALL BE PERFORMEDWITHIN 24 HR. OF CONCRETE PLACEMENT
VAPOR RETARDER
SAWCUT:1 1/2" DEEP CUT
VAPOR RETARDERNOTE: ALT. CONTROL JOINT
#4 BARS @ 16" OCEW
5"
5"
METAL KEYWAY
5"
5"
Issue Date:
Project Number:
Drawn By:
Checked By:
Sheet: of
GESSNER ENGINEERING
Corporate Office
2501 Ashford Drive
College Station, Texas 77840
www.gessnerengineering.com
FIRM REGISTRATION NUMBER:
TBPE F-7451, TBPLSF-10193910
COLLEGE STATION 979.680.8840
979.836.6855
817.405.0774
210.556.4124
BRENHAM
FORT WORTH
SAN ANTONIO
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FORCONSTRUCTION
10.31.16
16-0738
S1012 2
BASKETBALL COURTFOUNDATION PLAN
MAR
DMM
SO
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H T
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TOTAL FOUNDATION SQUARE FOOTAGE: 3,900 SQ. FT.
3/16" = 1'-0"1
BASKETBALL COURT FOUNDATION PLAN
3/4" = 1'-0"2
COURT EXTERIOR BEAM 3/4" = 1'-0"
3COURT INTERIOR BEAM
N.T.S.6
12/36 PIER
N.T.S.5
FOOTING AT EXTERIOR BEAM CORNER
N.T.S.7
FOOTING AT EXTERIOR BEAM INTERSECTION
3/4" = 1'-0"4
CONTROL JOINT METHODS
Revision