App._E-10_-_Parade_Ground_ _Review_Stand_-_G02.pdf

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STANDARD BUILDING DESIGN

PARADE GROUND REVIEW STAND

SHEET INDEX

SITE PLANC-101

CIVIL

COVER SHEETG-001

TYPICAL DETAILSS-701

SCHEDULES S-601

BUILDING SECTIONS & DETAILSS-501

FOUNDATION/SLAB PLANS-101

GENERAL NOTES & DESIGN CRITERIAS-001

STRUCTURAL

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SUITABLE COMPACTED BACKFILL SHALL BE

SAND OR GRAVEL SOILS MEETING THE

DEFINITION OF THE UNIFIED SOIL

CLASSIFICATION SYSTEM GROUPS SW OR GW

80000

60000

TO DRAIN IN NON-EROSIVE FASHION

NOTE: GRADE AREA APPROXIMATELY 1%

LIMITS OF PARADE GROUND

STAND

REVIEW

FACING AND CENTERED

ON PARADE GROUND

SCALE: 1:200

0 2000 4000 8000

C-101 SCALE:

PARADE GROUND AND REVIEW STAND

1:200

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145 kNSEISMIC BASE SHEAR

EQUIV LATERAL FORCESEISMIC ANALYTICAL PROCEDURE =

0.200RESPONSE COEFFICIENT (Cs)

5RESPONSE MODIFICATION FACTOR (R)

(BEARING WALL SYSTEM)

-SPECIAL REINFORCED CONCRETE SHEAR WALLS

SEISMIC RESISTING SYSTEM:

ESEISMIC DESIGN CATEGORY

= 1.20D1S

= 1.00DSS

= 1.201 S

BUILDING WITHOUT IRREGULARITIES)

= 1.5 (REDUCED FROM 2.4 PER ASCE 7-05 12.8.1.3 FOR sS

DSEISMIC SITE CLASS

1.0SEISMIC IMPORTANCE FACTOR (Ie)

IIOCCUPANCY USE CATEGORY

(PER IBC 2006 & UFC 3-310-04)SEISMIC LOADS6.2.5

1.0TOPOGRAPHIC FACTOR (Kzt)

0.85DIRECTIONALITY COEFFICIENT (Kd)

DWIND EXPOSURE CATEGORY

1.0WIND IMPORTANCE FACTOR

137 km/hBASIC WIND SPEED

(PER IBC 2006)WIND LOADS6.2.4

1.0THERMAL FACTOR (Ct)

1.0SNOW EXPOSURE FACTOR (Ce)

1.0SNOW IMPORTANCE FACTOR (I)

1.2 kPaGROUND SNOW LOAD (Pg)

(PER IBC 2006 & UFC 3-310-01)SNOW LOADS6.2.3

4.80 kPaFLOOR SLAB

(PER IBC 2006 & UFC 3-310-01)LIVE LOADS6.2.2

0.00 kPaSUPERIMPOSED DEAD LOAD

(PER IBC 2006 & UFC 3-310-01)DEAD LOADS6.2.1

DESIGN LOADS6.2

UFC AS APPLICABLE.

ALL DESIGNS SHALL CONFORM TO THE PROVISIONS OF THE IBC 2006 AND 6.1

STRUCTURAL DESIGN CRITERIA6.0

WITH THE CIVIL SHEETS.

COORDINATE FINISHED FLOOR DATUM ELEVATION 0.0m 1.7

SHALL GOVERN.

AND SPECIFICATIONS THE MOST RIGID REQUIREMENTS

IN CASE OF CONFLICT BETWEEN THE NOTES, DETAILS 1.5

REPEATED.

PLACES ELSEWHERE ON THE SHEETS SHALL BE

TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING

WORK NOT INCLUDED ON THE SHEETS BUT IMPLIED 1.4

OPENINGS, ETC. NOT HEREIN INDICATED.

PLUMBING SHEETS FOR SLEEVES, CURBS, INSERTS OR

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND

THE CONTRACTOR SHALL REFER TO THE 1.3

MODIFICATIONS AT NO ADDITIONAL COST.

CONTRACTOR SHALL MAKE ANY REQUIRED

LAYOUTS, ETC WITH EQUIPMENT SELECTED. THE

EQUIPMENT PAD SIZES AND LOCATIONS, ANCHOR BOLT

FLOOR AND ROOF OPENING SIZES AND LOCATIONS,

THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL 1.2

MILLIMETERS UNLESS NOTED OTHERWISE.

SHEETS. ALL DIMENSIONS SHOWN ON THE SHEETS ARE

MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL

COORDINATE THESE SHEETS WITH THE ARCHITECTURAL, 1.1

SHORING, ETC.

FORMWORK, STAGING, BRACING, SHEETING AND

PROPER DESIGN AND CONSTRUCTION OF FALSEWORK,

ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE

THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE

THE LIVE LOADS INDICATED IN THE DESIGN DATA. IT IS

AND MATERIALS INDICATED ON THE SHEETS AND FOR

THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS 1.1

GENERAL NOTES:1.0 CONCRETE MASONRY (NOT USED)4.0

WALL JOINTWJ

WITHW/

WIDTHW

VERTICALVERT

UNLESS OTHERWISE NOTEDUON

UNIFIED FACILITIES CRITERIAUFC

TYPICALTYP

THICKTHK

TOP AND BOTTOMT&B

TOP OF SLABT/SLAB

TOP ELEVATIONT/ELEV

TOP OFT/

TOPT

SHEAR WALLSW

STRUCTURALSTRUCT

STANDARDSTD

SPECIFICATIONSSPECS

SIMILARSIM

ROOF BEAMRB

REQUIREDREQ’D

REINFORCEDREINF

PRE-ENGINEEREDPRE-ENG

PLATE�

OPENINGOPNG

ON CENTEROC

NOT TO SCALENTS

SIZE

NUMBER SYMBOL FOR REBAR #

NOT APPLICABLEN/A

NORTHN

NEWTONN

SYSTEM

MAIN WIND FORCE RESISTING MWFRS

METALMTL

MEGAPASCALMPa

MILLIMETERmm

MISCELLANEOUSMISC

MINIMUMMIN

MIDDLEMID

MANUFACTURERMFG

MECHANICALMECH

MAXIMUMMAX

METERm

LOW POINTLP

LONG LEG VERTICALLLV

LONGITUDINALLONG

ANGLE (# INDICATES SIZE)L#

KILOPASCALkPa

KILONEWTONkN

KILOMETERkm

KILOGRAMkg

INTERIORINT

INFORMATIONINFO

INTERNATIONAL BUILDING CODEIBC

HOURSHRS

HOURh

HIGH POINTHP

HORIZONTALHORIZ

GRADE BEAMGB

GAUGEGA

FOOTINGFTG

EXTERIOREXT

EXPANSIONEXP

EACH WAYEW

ET CETERAETC

EQUIVALENTEQUIV

EMBEDMENTEMBED

ELEVATIONELEV

ELECTRICALELEC

EACH FACEEF

EACHEA

DOWELDWL

DRAWINGDWG

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

CONSTRUCTION JOINTCSJ

INSTITUTE

CONCRETE REINFORCING STEEL CRSI

COORDINATECOORD

CONTINUOUSCONT

CONCRETECONC

COLUMNCOL

COEFFICIENTCOEFF

CONCRETE MASONRY UNITCMU

CLEARCLR

CONTROL JOINTCJ

CAST-IN-PLACE LINTELCIPL

CAST-IN-PLACECIP

COLD FORMED STEELCFS

COLD FORM METAL FRAMECFMF

FRAME

COLD FORM METAL ROOF CFMRF

CENTER LINE�

BOTTOMBOTT

BUILDINGBLDG

BOTTOMB

ARCHITECTURALARCH

TESTING AND MATERIALS

AMERICAN SOCIETY FOR ASTM

INSTITUTE

AMERICAN IRON AND STEEL AISI

CONSTRUCTION

AMERICAN INSTITUTE OF STEEL AISC

ADDITIONALADD’L

AMERICAN CONCRETE INSTITUTEACI

:STRUCTURAL ABBREVIATIONS

COLD-FORMED METAL FRAMING (NOT USED)5.0

DIAGRAMS.

AND S-700 SERIES DRAWING SCHEDULES, DETAILS, AND

DRAWING ARE BASED ON THE S-400, S-500, S-600,

FOR ALL STRUCTURAL CONCRETE. THE S-800 SERIES

DRAWINGS DEFINING LENGTHS, BENDS, AND SPACINGS

REFER TO S-800 SERIES REINFORCING BAR PLACEMENT 3.23

WITH LEG LENGTH = 50db.

QUANTITY, SIZE AND SPACING AS HORIZONTAL BARS

PROVIDE CORNER BARS AT INTERSECTIONS WITH SAME

AT INTERSECTING GRADE BEAMS AND SHEAR WALLS, 3.22

00 CAST-IN-PLACE STRUCTURAL CONCRETE.

PLASTER OR TILE AS PER SPECIFICATION SECTION 03 31

PAINT OR A "CLASS B" FINISH WHEN RECEIVING

SHALL ACHIEVE A "CLASS A" FINISH WHEN RECEIVING

THE FORMED SURFACES FOR REINFORCED CONCRETE 3.21

CONCRETE (GROUT) TO HARDENED CONCRETE.

SPECIFICATION FOR LATEX AGENTS FOR BONDING FRESH

PROVIDE BONDING COMPOUND PER ASTM C 1059-99: 3.20

PLAN FOR APPROVAL.

TEMPERATURES. SUBMIT A COLD WEATHER CONCRETING

BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW

PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD

AND AS FOLLOWS. PROTECT CONCRETE WORK FROM

COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 3.19

CLEARANCE OF 50mm FROM CORNER UON.

CORNERS. PLACE BARS AT MID-DEPTH OF SLAB WITH A

BARS IN SLAB-ON GRADE AT ALL RE-ENTRANT

PROVIDE ADDITIONAL (2)-#13 x 600mm REINFORCING 3.18

REQUIRED FOR INSTALLATION OF ALL CONCRETE WORK.

PROVIDE CONCRETE POUR STOPS OR FORMED AS 3.17

SHALL BE SAME AS VERT REINF.

FOOTING AT EACH VERT REINF BAR, UON DOWEL SIZE

FOR ALL WALLS & PIERS, PROVIDE DOWELS INTO 3.16

SIZES, AND ANCHOR BOLTS WITH EQUIPMENT SELECTED.

THE CONTRACTOR SHALL VERIFY ALL OPENINGS, PAD 3.15

#13 AT 300mm O.C. DOWELS TO STRUCTURE BELOW.

REINFORCED WITH AT LEAST (1)-#13 CONTINUOUS AND

UNLESS NOTED OTHERWISE, ALL CURBS SHALL BE 3.14

CIVIL SHEETS.

SHEETS. SEE MECHANICAL, ELECTRICAL, PLUMBING AND

WALL/SLAB OPENINGS NOT SHOWN ON STRUCTURAL

THE CONTRACTOR SHALL COORDINATE ADDITIONAL 3.13

OF ALL FLOOR FINISHES.

SEE ARCHITECTURAL SHEETS FOR TYPE AND LOCATION 3.12

SHEETS.

FLOOR AND WALL OPENINGS AS SHOWN ON THE

ADDITIONAL BARS SHALL BE PROVIDED AROUND ALL 3.11

SHEETS.

REINFORCING, UNLESS NOTED OTHERWISE ON THE

ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN 3.10

REINFORCEMENT SIZES UP (1) ONE BAR SIZE.

OPTION TO ROUND DESIGNATED ODD NUMBERED

REINFORCEMENT AVAILABILITY, IT IS THE CONTRACTOR’S

LATEST EDITION. BASED ON IN COUNTRY

REINFORCED CONCRETE STRUCTURES", ACI 315M,

"MANUAL OF STANDARD PRACTICE FOR DETAILING

FOR REINFORCED CONCRETE", ACI 318M, AND THE

LATEST EDITION OF THE "BUILDING CODE REQUIREMENTS

THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE

FORMS AND SECURED IN PLACE IN ACCORDANCE WITH

FABRICATED, LABELED, SUPPORTED, AND SPACED IN

ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, 3.9

JOINTS SHALL BE 4800mm

MAXIMUM SPACING OF CONSTRUCTION/ CRACK CONTROL

INFORMATION. FOR AREAS NOT SHOWN ON DWGS, THE

SEE SLAB PLANS & JOINT DETAILS FOR ADDITIONAL

CONTROL JOINT LOCATIONS AT CONTRACTORS OPTION.

DRAWINGS. CONSTRUCTION JOINTS CAN BE USED AT

OR CRACK CONTROL JOINTS AS SHOWN ON THE

SLABS-ON-GRADE SHALL HAVE CONSTRUCTION JOINTS 3.8

FRESH CONCRETE IS PLACED BELOW BAR.

BAR CRITERIA SHALL APPLY IF 300mm OR MORE OF

TENSION SPLICE AT CORNERS AND INTERSECTIONS. TOP

BARS OF EQUIVALENT SIZE LAPPED WITH A CLASS B

HAVE 90 DEGREE BENDS AND EXTENSIONS, OR CORNER

REINFORCEMENT SHALL BE CONTINUOUS AND SHALL

HORIZONTAL FOOTING AND HORIZONTAL WALL 3.7

LAP SPLICES SHALL BE CLASS "B" UON.

UNLESS INDICATED ON THE CONTRACT DOCUMENTS. ALL

SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT,

ASTM A615M-96a, GRADE 420 MPa, REINFORCING BARS

CONCRETE REINFORCEMENT BARS SHALL CONFORM TO 3.6

CONCRETE WITH 20mm x45 DEGREE CHAMFER UON.

CHAMFER ALL EXPOSED EXTERNAL CORNERS OF 3.5

SHALL GOVERN.

ACI AND THE SPECIFICATIONS, THE MORE STRINGENT

SPECIFICATIONS. WHEN THERE IS A CONFLICT BETWEEN

REQUIREMENTS OUTLINED IN THE CONTRACT

REQUIREMENTS FOR REINFORCED CONCRETE", AND

(ACI) 318M MANUAL (metric), "BUILDING CODE

REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE

ALL CONCRETE WORK SHALL CONFORM TO THE 3.4

SHALL CONFORM TO ACI 301M-05.

MIXING, TRANSPORTING AND PLACING OF CONCRETE 3.3

CONCRETE.

NO CALCIUM CHLORIDE SHALL BE USED IN ANY 3.2

RETAINING WALLS, AND EXTERIOR GRADE BEAMS.)

EXTERIOR SLABS AND SLABS-ON-GRADE, EXTERIOR

TEMPERATURES (EXTERIOR FOOTINGS, SLAB TURNDOWNS,

SPECIFICATIONS FOR CONCRETE EXPOSED TO FREEZING

PRODUCE TOTAL AIR CONTENT ACCORDING TO THE

FOR ADDITIONAL INFORMATION. ENTRAIN AIR TO

A WATER-CEMENT RATIO OF 0.45. SEE SPECIFICATIONS

OF 28 MPa AT 28 DAYS. ALL CONCRETE SHALL HAVE

AND A MINIMUM COMPRESSIVE STRENGTH (f’c) kg/m

CONCRETE SHALL HAVE THE UNIT WEIGHT OF 2400 3.1

CONCRETE3.0

REPLACE AND RE-COMPACT SOIL.

WITH 18 MPa CONCRETE. DO NOT ATTEMPT TO

IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS 2.10

DETAILS AND MATERIALS.

SEE ARCHITECTURAL SHEETS FOR ALL WATERPROOFING 2.9

REQUIRED UNDERSLAB UTILITIES.

SEE PLUMBING, ELECTRICAL & CIVIL SHEETS FOR 2.8

PROCTOR TESTING.

DENSITY OBTAINED THRU ASTM D 1557 MODIFIED

COMPACTED TO MINIMUM OF 95% MAXIMUM DRY

CONSTRUCTION, EXISTING SUBGRADES SHALL BE

PRIOR TO START OF FOUNDATION OR SLAB-ON-GRADE 2.7

SPECIFICATIONS. (UON)

PREPARED IN ACCORDANCE WITH THE CONTRACT

CAPILLARY BARRIER PLACED ON SUBGRADE PROPERLY

RETARDER OVER A 100mm #57 STONE WATER

PLACED OVER A 0.25mm POLYETHYLENE VAPOR

ON-GRADE INTERIOR HORIZONTAL SURFACES SHALL BE

ALL SLAB-ON-GRADE, TRENCH BOTTOMS AND OTHER 2.6

BE 800mm.

ICE OR LOOSE MATERIAL. FROST DEPTH ASSUMED TO

AGAINST SUBGRADE CONTAINING FREE WATER, FROST,

NO FOOTINGS OR SLABS SHALL BE POURED INTO OR 2.5

SPECIFICATIONS.

CONSTRUCTION IS ATTEMPTED. SEE PROJECT

TO THE GENERAL CONTRACTOR BEFORE FURTHER

IN THE GEOTECHNICAL REPORT SHALL BE REPORTED

CONSTRUCTION WHICH DIFFER FROM THOSE DESCRIBED

FOUNDATION CONDITIONS NOTED DURING 2.4

THE FOOTING.

NOT OCCUR WITHIN 24 HRS OF THE EXCAVATION OF

POLYETHYLENE IF PLACEMENT OF CONCRETE DOES

AND BOTTOMS TEMPORARILY LINED WITH 0.25mm

EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES 2.3

PROCEDURES.

GRADE SUBGRADE INCLUDING COMPACTION

PREPARATION OF THE FOUNDATION AND THE SLAB ON

GEOTECHNICAL INVESTIGATION FOR EXCAVATION AND

REQUIREMENTS TO THOSE OUTLINED IN THE

SEE THE SPECIFICATION FOR ADDITIONAL 2.2

APPROPRIATE COURSE OF ACTION.

CONSIDERATION AND DETERMINATION ON THE NEXT

THE ATTENTION OF THE CONTRACTING OFFICER FOR

DESIGN SHEET SHALL BE IMMEDIATELY BROUGHT TO

MEET THE REQUIREMENTS INDICATED ON THE BASIS OF

GEOTECHNICAL INVESTIGATION. VALUES WHICH DO NOT

SHALL BE CONFIRMED AND VERIFIED AS PART OF THE

STRUCTURAL ANALYSIS OF THE BUILDING HEREIN AND

VALUE OF 72 kPa HAS BEEN USED IN THE

THE WORK. AN ASSUMED ALLOWABLE SOIL BEARING

THE RESPONSIBILITY OF THE CONTRACTOR AWARDED

THE GEOTECHNICAL ANALYSIS FOR THIS PROJECT IS 2.1

FOUNDATION NOTES2.0

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of Engineers

US Army Corps

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S-101 SCALE:

FOUNDATION/SLAB PLAN

1:50

SCALE: 1:50

0 1000 2000

UNLESS OTHERWISE NOTED

ARE IN MILLIMETERS (MM),

LINEAR DIMENSIONS SHOWN

14000

7000 7000

FOUNDATION/SLAB PLAN NOTES:

MODIFIED PROCTOR TESTING.

95% MAXIMUM DRY DENSITY OBTAINED BY ASTM D1557

FILL PLACED UNDER MAIN SLAB SHALL BE COMPACTED TO 7.

PAD ELEVATION.

PLAN OR REFERRED TO IN NOTES RELATE TO STAIR LANDING

0.00). ALL PLUS OR MINUS DIMENSIONS INDICATED ON

FINISH STAIR LANDING PAD @ GRADE SHALL BE (DATUM 6.

OTHERWISE INDICATED.

TOP OF EXTERIOR FOOTINGS SHALL BE -600 UNLESS 5.

INSTALL SEALER COAT ON CONCRETE SLAB SURFACE.4.

PROVIDE LIGHT BROOM FINISH ON CONCRETE SLAB. 3.

38 FROM T/SLAB.

SLAB-ON-GRADE IS 150 WITH #13 @ 300 OC EW LOCATED 2.

DESIGN CRITERIA.

REFER TO SHEET S-001 FOR STRUCTURAL NOTES AND 1.

FOUNDATION/SLAB PLAN LEGEND:

HANDRAIL

CONTROL JOINT (CJ)

EDGE OF WALL7.

EDGE OF FOOTING6.

ON SHEET S-501

HANDRAIL/GUARDRAIL - SEE DETAILS 5.

WALL JOINT4.

REINF CONC STAIR LANDING PAD3.

REINF CONC SLAB-ON-GRADE2.

CONC STAIRS1.

FOUNDATION/SLAB PLAN KEY NOTES: X

S-501

S-501

S-501

1500 1500

C J

SLOPE SLOPE

S L

O P

E

S L

O P

E

S-501

S-501

S-501

F1

F1

ELEV =1475

SLAB HP

ELEV =1475

SLAB HP

ELEV =1475

SLAB HP

ELEV =1440

SLAB LP

ELEV =1440

SLAB LP

ELEV =1440

SLAB LP

ELEV =1440

SLAB LP

D O

W N

D O

W N

D O

W N

D O

W N

ELEV =0.00

T/PAD

ELEV =1440

T/SLAB

ELEV =0.00

T/PAD

ELEV =0.00

T/PAD

ELEV =0.00

T/PAD

ELEV =1440

T/SLAB

C

S-701

JOINT

CONSTRUCTION

JOINT

CONSTRUCTION

PERIMETER)

AROUND

(TYP

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IDENTIFICATION

SHEET

D A

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A P

P R

SHEET OF

fi

U .S

A R

M Y C

O R

P S O

F E

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ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

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SCALE: 1:20

0 400 800

ARE IN MILLIMETERS (mm)

DIMENSIONS SHOWN ON DRAWINGS

UNLESS OTHERWISE NOTED, LINEAR

SCALE: 1:10

0 200 400

FIELD BEND

#16 DWL @ 300

TO 6 AMPLITUDE

ROUGHEN SURFACE

#16 @ 300

#16 @ 300

TO 6 AMPLITUDE

ROUGHEN SURFACE

IS PLACED

AND UNTIL FLOOR SLAB

WHILE WALL IS BEING BACKFILLED

PROVIDE TEMPORARY SHORING

SCALE:

REINFORCING

& FOOTING

THIS SHEET FOR WALL

SEE SECTION 1/S-501

SCALE:

50 CLR

(BEYOND)

INTO STAIRS

STEPS @ 300

#13 DWLS TO

FOOTING REINFORCING

SEE SECTION 1/S-501 FOR WALL &

FINISH GRADE

ELEV = -600

T/ FOOTING

CLARITY

GUARDRAIL NOT SHOWN FOR 1.

NOTE:

CLARITY

GUARDRAIL NOT SHOWN FOR 1.

NOTE:

ELEV = -600

T/ FOOTING

ELEV = 1440

T/ SLAB

#16 @ 300

(3)-#16 CONT

IS PLACED

AND UNTIL FLOOR SLAB

IS BEING BACKFILLED

SHORING WHILE WALL

PROVIDE TEMPORARY

(2)-#16 CONT

400 OC

#12 x1000 @

FIELD BEND

(2)-#16 CONT

400 OC

#12 x1000 @

FIELD BEND

(2)-#16 CONT

400 OC

#12 x1000 @

FINISH GRADE

REINFORCING

CENTER VERTICAL

ELEV = 1440

T/ SLAB

CONSTRUCTION JOINT

SCALE:

(MIN)

PIPE GUARDRAIL

38 DIA STANDARD STEEL

100 (MAX) CLEAR SPACE

13 DIA BAR PICKETS AT

(VERTICAL), 1450 CENTER BEYOND

38 DIA STANDARD STEEL PIPE

PIPE (HORIZ)

P38 DIA STANDARD STEEL

POURED-IN-PLACE

CONCRETE STAIR

OR APPROVED EQUAL

HIT-HY 150 MAX + HAS-R 304/316

EMBEDMENT, TYPICAL x2. HILTI

EPOXY ANCHOR WITH 121

13 DIA STAINLESS STEEL THREADED

FLANGE

100 x150 x13 FLAT BASE

WELD PLATE

ELEV = VARIES

TOP OF TREAD

WITHOUT GRAB BARS

DETAIL AT GUARDRAILS

SIMILAR MOUNTING

NOTE:

STAIRS ONLY

STEEL HANDRAIL AT

38 DIA STANDARD

SCALE:

POST @1450 OC MAX.

STEEL PIPE VERTICAL

38 DIA STANDARD

CONCRETE

EDGE OF

13 FLAT BASE PLATE

PER BASE PLATE)

EMBEDMENT (TYP OF 2

ANCHOR WITH 121

STAINLESS STEEL EPOXY

16 DIA HOLE FOR 13

SUBGRADE

COMPACTED

SUBGRADE

COMPACTED

@ 300 O.C.

#13x370x370 DWLS

CENTERED IN SLAB

#13 DWLS @ 300

WALL @ 300

#13 DWLS TO

SCALE:

REINFORCING

SHEET FOR WALL & FOOTING

SEE SECTION 1/S-501 THIS

GUARDRAIL (TYP)

38 DIA STEEL PIPE

ELEV = 1440

T/ SLAB

ELEV = 000

T/ SLAB

ELEV = -600

T/ FOOTING

@ 300 OC

#13 DWLS TO WALL

OC INTO WALL

#13 @ 300

R

IS

E R

7 TREADS @ 280 = 1960

STAIRS

CONSTRUCTING

WALLS PRIOR TO

REVIEW STAND

CONSTRUCT &

#13 NOSE BAR (TYP)

RADIUS MAX, (TYP)

ROUNDED EDGE, 12 DIA

ABRASIVE FINISH AND

CAST ALUM NOSING W/

EACH WAY

#13 @300

ONLY

HANDRAIL AT STAIRS

STEEL PIPE

38 DIA STANDARD

SUBGRADE

COMPACTED

TO 6 AMPLITUDE

ROUGHEN SURFACE

BARRIER

CAPILLARY

TO 6 AMPLITUDE

ROUGHEN SURFACE

TO 6 AMPLITUDE

ROUGHEN SURFACE

S-501

SECTION

1:20

GUARDRAIL AND HANDRAIL DETAIL

1:10

B

S-501

B

GUARDRAIL POST PLATE DETAIL

NOT TO SCALE

SUBGRADE

COMPACTED

SUBGRADE

COMPACTED

SUBGRADE

COMPACTED

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IDENTIFICATION

SHEET

D A

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SHEET OF

fi

U .S

A R

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P S O

F E

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ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

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MILLIMETERS (mm)

DIMENSIONS SHOWN ARE IN

UNLESS OTHERWISE NOTED, LINEAR

F1

FOOTING SCHEDULE

MARK

FOOTING SIZE (mm)

LENGTH WIDTH THICKNESS

FOOTING REINFORCING

REMARKS

3001000- -----#16 @ 300

CONCRETE COVER SCHEDULE

50#19 THRU #36 BAR

40#16 BAR AND SMALLER

EARTH SIDE AND FRONT SIDE (EXPOSED TO WEATHER)

(NO SURFACES SHALL BE EARTH FORMED)

UTILITY TUNNEL WALLS, RETAINING WALLS AND SHEAR WALLS.

40EXPOSED TO WEATHER (FROM TOP)

20NOT EXPOSED TO WEATHER (FROM TOP)

SLABS ON GRADE

25ROOF SLAB BARS

40#13 & SMALLER

50#19 & LARGER

FLOOR SLABS (EXPOSED TO WEATHER)

20FLOOR SLABS (NOT EXPOSED TO WEATHER)

50BEAM TIES & STIRRUPS (EXPOSED TO WEATHER)

40BEAM TIES & STIRRUPS (NOT EXPOSED TO WEATHER)

ELEVATED BEAMS & SLABS:

50#19 THRU #36 BAR

40#16 BAR & SMALLERSIDES (BOARD FORMED)

70SIDES (EARTH FORMED)

70BOTTOM (EARTH FORMED)

40TOP

GRADE BEAMS OR SLAB TURNED DOWN EDGES:

40COLUMNS / PIERS (TO TIES)

70FOOTINGS (EARTH FORMED):

REQUIRED TO MAINTAIN CONCRETE PROTECTION SPECIFIED.

STANDARD BAR CHAIRS AND SUPPORT BARS @1200mm MAXIMUM AS

REQUIREMENTS GIVEN HERE. DIMENSIONS ARE IN mm. PROVIDE

SECTIONS AND DETAILS SHALL SUPERSEDE MINIMUM COVER

CONDITIONS NOT NOTED). DIMENSIONS FOR BAR PLACEMENT GIVEN IN

SHALL BE AS LISTED BELOW: (SEE ACI 318M-05, SECTION 7.7 FOR

MINIMUM CONCRETE COVER PROTECTION FOR REINFORCEMENT BARS

HOOK EXTENSION

PER ACI 318M-05

HOOK DEVELOPMENT

LENGTH

BAR f’c

#22

#32

#36

#25

#29

#13

#16

#19

SIZE

#10

28 MPa

(ACI 318M-05)

TENSION PER

HOOKS IN

STANDARD

FOR 180° HOOKS ALSO.

HOOK DEVELOPMENT LENGTH IS VALID 6.

IS NOT TAKEN.

REDUCTION FOR EXCESS REINFORCEMENT 5.

MET.

SECT. 12.5.3 ARE ASSUMED TO NOT BE

TIE OR STIRRUP REQUIREMENTS OF ACI 4.

12.5.3 ARE ASSUMED TO NOT BE MET.

SIDE COVER REQUIREMENTS OF ACI SECT. 3.

BAR YIELD STRENGTH, fy = 420 MPa2.

CONCRETE IS NORMAL WEIGHT CONCRETE.1.

NOTES:

(mm)

HOOK DEVELOPMENT LENGTH

LONGITUDINAL TRANSVERSE

(3)-#13 T&B

#10 TO #19

#22 TO #57

50 BAR DIA

BAR SIZES CASE 1

DEVELOPMENT/LAP SPLICE SCHEDULE

CONCRETE REINFORCEMENT TENSION

OTHER BARSTOP BARS

CASE 2 CASE 1 CASE 2

UNCOATED BARS

f’c = 28 MPa

CLASS

LAP

A

B

74 BAR DIA 38 BAR DIA 57 BAR DIA

A

B

64 BAR DIA 96 BAR DIA 50 BAR DIA 74 BAR DIA

62 BAR DIA 93 BAR DIA 48 BAR DIA 71 BAR DIA

80 BAR DIA 121 BAR DIA 62 BAR DIA 93 BAR DIA

OF VALUES TABULATED ABOVE.

ACCORDANCE WITH ACI 12.2.3 OR TABLE 5.3(b) OF CRSI 2008 IN LIEU

REINFORCEMENT TENSION DEVELOPMENT/SPLICE LENGTHS IN

IT SHALL BE PERMISSIBLE TO CALCULATE WALL AND SLAB 9.

OF CONCRETE CAST BELOW THE BARS.

TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 300mm 8.

& CLASS B = 1.3(TENSION DEVELOPMENT LENGTH)

DEVELOPMENT LENGTHS: CLASS A = 1.0(TENSION DEVELOPMENT LENGTH)

LAP SPLICE LENGTHS (MINIMUM 300mm) ARE MULTIPLES OF TENSION 7.

DEFINED IN THE TABLE BELOW.

CONCRETE COVER, AND CENTER-TO-CENTER SPACING OF THE BARS ARE

CASES 1 & 2, WHICH DEPEND ON THE TYPE OF STRUCTURAL MEMBER, 6.

CODE REQUIREMENTS.

TRANSVERSE REINFORCEMENT AND CONCRETE COVER MEETING MINIMUM

TABULATED VALUES FOR BEAMS & COLUMNS ARE BASED ON 5.

STRENGTH = 28MPa.

) AND 28 DAY COMPRESSIVE

CONCRETE IS NORMAL WEIGHT (2400Kg/m4.

REINFORCEMENT, fy, OF 420MPa.

TABULATED VALUES ARE BASED ON MINIMUM YIELD STRENGTH OF 3.

EXPRESSED AS MULTIPLES OF BAR DIAMETERS.

TENSION DEVELOPMENT & TENSION LAP SPLICE LENGTHS ARE 2.

CRSI DESIGN HANDBOOK 2008 10TH ED.

TABULATED TENSION DEVELOPMENT LENGTH VALUES ARE TAKEN FROM 1.

NOTES:

BEAMS, COLUMNS

ALL OTHERS

CASE 1

CASE 2

CASE 1

CASE 2

CENTER-TO-CENTER SPACING AT LEAST 2 BAR DIA

CONCRETE COVER AT LEAST 1 BAR DIA AND

CENTER-TO-CENTER SPACING LESS THAN 2 BAR DIA

CONCRETE COVER LESS THAN 1 BAR DIA OR

CENTER-TO-CENTER SPACING AT LEAST 3 BAR DIA

CONCRETE COVER AT LEAST 1 BAR DIA AND

CENTER-TO-CENTER SPACING LESS THAN 3 BAR DIA

CONCRETE COVER LESS THAN 1 BAR DIA OR

S C

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fi

U .S

A R

M Y C

O R

P S O

F E

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IN

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A N

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A F

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A N

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T A

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A P

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ENGINEER DISTRICT

AFGHANISTAN

of Engineers

US Army Corps

S T

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MILLIMETERS (mm)

DIMENSIONS SHOWN ARE IN

UNLESS OTHERWISE NOTED, LINEAR

C

S-101 SCALE:

WALL JOINT DETAIL

NTS

A

S-701 SCALE:

TYPICAL CONCRETE SLAB

JOINT FINISH DETAILS

NTS

CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAIL

S L

B

E

P T

H

P E

N E

T R

A T E

BREAKER

BOND

B

S-701 SCALE:

TYPICAL SLAB ON

GRADE JOINT DETAIL

NTS

DETAILS, THIS SHEET

SLAB JOINT FINISH

SEE TYPICAL CONCRETE

DETAILS, THIS SHEET

SLAB JOINT FINISH

SEE TYPICAL CONCRETE

RETARDER

VAPOR

BARRIER WITH

WATER

CAPILLARY

100 LAYER

BREAKER ON ONE SIDE

IN SLAB, PROVIDE BOND

DWL @ 300 OC CENTERED

#19 x 450 LONG SMOOTH

SUBGRADE (TYP)

COMPACTED

RETARDER

WITH VAPOR

WATER BARRIER

CAPILLARY

100 LAYER

BREAKER ON ONE SIDE

SLAB, PROVIDE BOND

DWL @ 300 OC CENTERED IN

#19 x 450 LONG SMOOTH

CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAIL

CONSTRUCTION JOINT

JOINT

HORIZ REINF AT

CUT WALL CONT

#10x900 @ 300

EXTERIOR OF WALL

TOOLED JOINT

SAW CUT OR TOOLED JOINT

T Y

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