317446_DWG-STRC.pdf

WALL

STIRRUP OR TIE

PRECAST CONCRETE COVER, REFER TO ACI-318 CHAPTER 7.

3. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY. FOR

2. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.

1. PROTECTIVE COVER SHOWN IS MINIMUM PERMITTED

CONCRETE CAST

AGAINST EARTH

BEYOND

CONCRETE EXPOSED TO

EARTH OR WEATHER

NOTE

EXTERIOR

MAIN OR TEMPERATURE

EARTH/CONC

BAR (TYP)

STIRRUP OR

TIE

EARTH

FACE

SURFACE

TEMPERATURE

BAR (TYP)

STIRRUP OR

MAIN OR

FORMED CONC

TIE

MAIN OR

BAR (TYP)

TEMPERATURE

BEAM

BARSMAIN BAR

CONCRETE NOT EXPOSED TO

EARTH OR WEATHER

COLUMN STIRRUP

20 CLR

BEAM

20 CLR

MAIN

40 CLR

SLAB

JOINTS SHALL BE LOCATED AT THE MIDDLE 1/6 OF THE SLAB SPAN IN EITHER

Fy = 240 MPa

Fu = 400 MPa

Fu = 490 MPa

Fu = 1000 MPa fy = 400 MPa fy = 448 MPa f'c = 18 MPa

3. METAL YIELD STRENGTHS (Fy) OR TENSILE STRENGTHS (Fu) :

f'c = 24 MPa

- MACHINE/ANCHOR BOLTS

- HIGH STRENGTH BOLTS (F10T OR A325)

- WELDING ELECTRODES (E70xx)

- WELDED WIRE FABRIC

- THRUST BLOCKS AND OTHER PLAIN CONCRETE

- ALL CONCRETE UNLESS NOTED OTHERWISE

C. MATERIAL STRENGTHS :

- REINFORCING BARS (SD40 OR GRADE 60)

- STRUCTURAL STEEL (SS400 OR A36)

4,800 Pa

960 Pa

960 Pa

2,400 Pa

TO CLEAN AND ROUGH STANDARDS.

DIRECTION. ALL REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION

JOINTS AND CONCRETE JOINT FACES SHALL BE KEYED OR INTENTIONALLY ROUGHENED

- STORAGE, MECH, ELEC RM

DESIGN DATA

A. DESIGN LOADS :

2. FLOOR LIVE

- GROUND SNOW

- LIVE

- OFFICE

1. ROOF

AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.

PERIMETER FELT JOINTS. UNDER NO CIRCUMSTANCES SHALL SUCH JOINTS BE

D. CONSTRUCTION JOINTS ARE PERMITTED IN STRUCTURAL SLABS ON GRADE IF REQUIRED

BY CONCRETE PLACEMENT AND FINISHING LIMITATIONS. WHEN REQUIRED, CONSTRUCTION

CLEAN AND ROUGH JOINT SHALL REFER TO A CONCRETE TO CONCRETE CONTACT

SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED

1. DIMENSIONS, LOCATIONS, AND SIZES OF EQUIPMENT SUPPORTS, PADS, AND ROOF

OR WALL OPENINGS SHOWN ON THESE DRAWINGS ARE FOR INFORMATION ONLY

2. ANCHOR BOLTS SHALL BE SIZED AND LOCATED AS REQUIRED BY THE EQUIPMENT

A MINIMUM DISTANCE OF 150mm SHALL BE MAINTAINED FROM CENTER OF ANCHOR

3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL PIPES, RISERS, VENTS, AND DUCTS

4. CONCRETE PLACED OVER PIPING SHALL BE POURED ONLY AFTER THE PIPING HAS

C. STRUCTURAL SLABS DO NOT REQUIRE CONTRACTION JOINTS, EXPANSIONS JOINTS, OR

TO AN AMPLITUDE OF 6mm (MINIMUM). JOINT SHALL BE CLEANED WITH WATER BLAST

MANUFACTURER'S SHOP DRAWINGS.

BOLT TO EDGE OF EQUIPMENT PAD.

WHICH PENETRATE THE ROOF, FLOOR OR WALL.

BEEN INSPECTED, TESTED AND APPROVED.

PERMITTED IN STRUCTURAL SLABS ON GRADE.

B. MECHANICAL EQUIPMENT

GENERAL NOTES

A. CONCRETE CLEAN AND ROUGH JOINT(CRJ)

CHIPPING HAMMER, OR OTHER SUITABLE MEANS.

1. CONCRETE MINIMUM COMPRESSIVE STRENGTH (f'c) :

- MINIMUM STANDARD

5. ANTITERRORISM (UFC 4-010-01, 9 FEB 2012)

M

IN

SLEEVE

M

IN

SLEEVE

BEAM

MINMIN

SECTION "A-A"

SLEEVE

"A"

GRADE BEAM

FOOTING OR

STEM WALL

"A"

PARALLEL PIPE PERPENDICULAR PIPE

M

IN

MIN

BELOW THIS PLANE

EMBEDMENT PERMITTED

NO PIPE OR CONDUIT

FOOTING OR GRADE

NOT TO SCALE

STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES

NOT TO SCALE

CONCRETE PROTECTION FOR REINF BARS

NOT TO SCALE

PIPE OR CONDUIT AT FOUNDATION

NOTE : SEE PLUMBING DRAWINGS

FOR SLEEVE DETAIL

STANDING SEAM METAL ROOFINGSSMR

RIM JOISTRJ

EAVE STRUTES

BOPC BOTTOM OF PILE CAP

CONC CONCRETE

CONSTRUCTION JOINTCNJ

CONTINUOUS OR CONTINUECONN

CWB CAPILLARY WATER BARRIER

HIGH STRENGTH BOLT

IJ ISOLATION JOINT

DET DETAIL

DIAMETERDIA

DIM DIMENSION

DN DOWN

DWG DRAWING

DWGS DRAWINGS

EACH FACEEF

EACHEA

EL ELEVATION

EQUIP EQUIPMENT

EW EACH WAY

EJ EXPANSION JOINT

EXP JT EXPANSION JOINT

EXST EXISTING

FL FLOOR

FNSH FINISH

FOOTFT

HGT HEIGHT

GRADE BEAMGB

GALVANIZEDGALV

HORIZ HORIZONTAL

HSB

JOINTJT

ELEC ELECTRICAL

EQ EQUAL

INDICATOR PILEIP

WWF

VARIABLEVAR

WITHW/

VERT VERTICAL

TRANSVERSALTRANS

TYP TYPICAL

THICKENED SLABTS

TOC TOP OF CONCRETE

THROUGHTHRU

TOP BART BAR

THK THICKNESS

BOTTOM BARB BAR

BOTTOM MOST BARBM BAR

STRUCTURALSTRL

STL STEEL

STD STANDARD

SQ SQUARE

SPEC(S) SPECIFICATION(S)

SIMILARSIM

SCHEDULESCHED

STRUC STRUCTURAL

RO ROUGH OPENING

ROOMRM

RFG ROOFING

REQUIREDREQD

REPL REPLACE OR REPLACEMENT

REINFORCED OR REINFORCEMENTREINF

RC REINFORCED CONCRETE

RADIUSRAD

PROJECTPROJ

PANELPNL

PC PILE CAP

PEDESTALPED

PEJ PRE-MOLDED EXPANSION JOINT

OPPOSITEOPP

OPNG OPENING

ON CENTEROC

NTS NOT TO SCALE

LONGITUDINALLONGIT

NUMBERNO

NOT IN CONTRACTNIC

NON FROST SUSCEPTIBLE MATERIALNFSM

NA NOT APPLICABLE

MISCELLANEOUSMISC

MIN MINIMUM

MANUFACTUREMFR

MEZZANINEMEZZ

MACHINE BOLTMB

METALMET

MECH MECHANICAL

MIDDLEMID

MAX MAXIMUM

MATERIALMATL

MAINT MAINTENANCE

LG LENGTH

COLUMNCOL

CONCRETE MASONRY UNITCMU

CLEARANCECLR

CRACK CONTROL JOINTCLJ

CJ CONTROL JOINT

CENTER LINECL

BOT BOTTOM

BEAMBM

BKS BARRACKS

BLDG BUILDING

ARCHITECTURALARCH

ANCHOR BOLTAB

WELDED WIRE FABRIC

AUTOMATIC WELDING STUDAWS

ABBREVIATIONS

QTY QUANTITY

2. CONCRETE MASONRY UNITS(CMU)

- CMU STRENGTH

- GROUT STRENGTH

f'm = 9.3 MPa f'c = 14 MPa

- MORTAR TYPE "S"

SIZE

BAR

DIMENSION

DETAILING

D E

T A

IL

IN

G

D

IM

E N

S

IO

N

D E

T A

IL

IN

G

D

IM

E N

S

IO

N

DETAILING

A or G

D (mm)SIZE

BAR

140HD22

HD13

HD19

HD16

HD10

(mm)

HOOKS

(mm) A or G

STIRRUP & TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

D=6d FOR HD10 ~ HD25 BARS

D=8d FOR HD29, HD32 BARS

MAIN BAR HOOKS

HD19

HD22

HD16

HD13

HD29

HD32

HD25

A

B

(mm)

HD16

HD10

HD13

D

D=6d FOR HD19, HD22 BARS

SEISMIC STIRRUP/TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

APPROX.

A or G (mm)

H(mm)

C

L BEAM

(mm)

DIMENSION

SIZE

HD10

A or G

(mm)

BAR

D

(mm) J

L BEAM

A or G (mm)

HOOKS

c c

(UFC 4-023-03, 27 JAN 2010)

D E

T A

IL

IN

G

D

IM

E N

S

IO

N

M

IN

APPROX.

H(mm)

1220 mm

Kzt = 1.00

Kz = 0.9

I = 1.00

V = 59.4 M/SEC

CLASS D

S1=0.07g, Ss=0.16g

150 kPa

- BASIC WIND SPEED

- IMPORTANCE FACTOR (CATEGORY II)

- EXPOSURE CATEGORY

- EXPOSURE COEFFICIENT

- TOPOGRAPHIC FACTOR

- MINIMUM DESIGN BEARING CAPACITY

- IMPORTANCE FACTOR

- FROST DEPTH

B. FOUNDATIONS :

1. DESIGN PARAMETERS

- SEISMICITY

- SOIL TYPE

4. SEISMIC (UFC 3-301-01)

- OCCUPANCY CATEGORY

C

3. WIND (UFC 3-301-01/IBC)

- DESIGN CATAGORY B

II

f'c = 30 MPa - SLAB ON GRADE

75 CLR.

C L

R

40 CLR.

H d

DdD D d

D J d

D dD D

6d

H d

40 CLR

40 CLR

20 CLR 20 CLR

230230

M A X .(6 d ,7 m m

A o r

G

MAX.(4d,60mm)

A or G d

A or G

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

- 1

- 1

- 1

STRUCTURE

S-1

& TYPICAL DETAILS

GENERAL NOTES, DESIGN DATA

CAMP CASEY

REPAIR BUILDING, S-1832

PAK, CS

317446

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

STRUCTURE

S-2

SCALE:- 2 1/100

EXISTING/REMOVAL FLOOR PLAN

EXISTING/REMOVAL FLOOR PLAN

LEGEND

REMOVE WALL

SLAB

REMOVE EXISTING

DOOR & DOOR FRAME

REMOVE EXISTING

SS

40,020

10,39029,630

3,2942,4383,65830,630

3,658

,8

,5

REMOVE COLUMN

CAMP CASEY

REPAIR BUILDING, S-1832

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE:- 3

STRUCTURE

FOUNDATION/NEW GROUND FLOOR PLAN200010000

1/100

SCALE: 1:100

SCOPE OF WORK

REPAIR AND MAINTENANCE WORK

FOUNDATION/NEW GROUND FLOOR PLAN

REPAIR BY REPLACING EXISTING COLUMN W/ STEEL COLUMN.

MEMBER SCHEDULE

S-3

C1 : -150x150x5.7thk STEEL TUBE COLUMN

C2

ROOM

MECH

W.TOILET

M.TOILET

STORAGE

COMM RM

ELEC RM

OFFICE

PHYSICAL TRAINING AREA

RECONDITIONING AREA

OFFICE

OPEN ADMIN AREA

KEY PLAN

C1 C1

C2 C2 C2 C2

4570 4770

2285 2285 2285 2485

: H - 100x100x6x8 STL COLUMN

4-M16 ANCHOR BOLT

STEEL PLATE W/

100X250X7MM THK

EXST WOOD BEAM

4-M16 ANCHOR BOLT

STEEL PLATE W/

100X250X7MM THK

H-100X100X6X8 STL COLUMN

4-M16 ANCHOR BOLT

STEEL PLATE W/

150X250X7MM THK

EXST WOOD BEAM

4-M16 ANCHOR BOLT

STEEL PLATE W/

200X200X7MM THK

-150x150x5.7thk STEEL TUBE COLUMN

H-BEAM COLUMN STEEL TUBE COLUMN

1. REMOVE EXSTING COLUMNS AFTER NEW COLUMN IS CONSTURTED.

NOTE:

CAMP CASEY

REPAIR BUILDING, S-1832