H1_Drawing_files_185600_STRU.PDF

PDF 2 MB Posted May 24, 2018

Attached to: Replace fire alarm system and Building Transceiver (BT) for buildings on west side of Camp Casey.
Solicitation number: W91QVN-18-R-0137
Issued by: Department of the Army Materiel Command Army Contracting Command

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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

75 CLR.

CONCRETE CAST

AGAINST EARTH

BEYOND

CONCRETE EXPOSED TO

EARTH OR WEATHER

NOTES

EXTERIOR

C L

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

40 CLR.

20 CLR

BEAM

20 CLR

MAIN

40 CLR

SLAB

Fy = 240 MPa

Fu = 400 MPa

Fu = 490 MPa

Fu = 1000 MPa

Fy = 240 MPa fy = 400 MPa fy = 448 MPa

2. 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

- ALL CONCRETE UNLESS NOTED OTHERWISE

C. MATERIAL STRENGTHS :

- STRUCTURAL STANDING SEAM METAL ROOFING

- REINFORCING BARS (SD40 OR GRADE 60)

- STRUCTURAL STEEL (SS400 OR A36)

1220 mm

960 Pa

1,900 Pa

V = 59.4 m/sec

CLASS C

S1=0.07g, Ss=0.16g

100 kPa

- BASIC WIND SPEED (RISK CATEGORY II)

- EXPOSURE CATEGORY

- WIND PRESSURE

- MINIMUM DESIGN BEARING CAPACITY

- IMPORTANCE FACTOR

- FROST DEPTH

B. FOUNDATIONS :

1. DESIGN PARAMETERS

- SEISMICITY

- SOIL TYPE

4. SEISMIC (UFC 3-301-01)

- RISK CATEGORY

DESIGN DATA

A. DESIGN LOADS :

2. FLOOR LIVE

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

- GROUND SNOW

- LIVE

-RESIDENTIAL AREA

1. ROOF

AND SHALL BE MODIFIED TO SUIT THE SELECTED EQUIPMENT.

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

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.

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)

SLEEVE

BEAM

MINMIN

SECTION "A-A"

SLEEVE

"A"

GRADE BEAM

FOOTING OR

STEM WALL

"A"

PARALLEL PIPE PERPENDICULAR PIPE

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

WALL INTERSECTIONS

NOT TO SCALE

CONCRETE PROTECTION FOR REINF. BARS

NOT TO SCALE

PIPE OR CONDUIT AT FOUNDATION

- DESIGN CATEGORY B

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

REINFORCEMENT

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 NFSM

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

FOR

BAR CLEAR COVER

TEE INTERSECTION

FOR

CORNER

STANDARD HOOKS

STANDARD HOOK

MAIN BAR

ADDED VERT BARS

WALL HORIZ BARS

WALL VERT BARS

SEE SEE

SIZE

BAR

H d

DdD D

DIMENSION

DETAILING

D E

T A

E N

D E

T A

E 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

(mm)

HD16

HD10

HD13

D=6d FOR HD19, HD22 BARS

SEISMIC STIRRUP/TIE HOOKS

D=4d FOR HD10 ~ HD16 BARS

APPROX.

A or G (mm)

H(mm)

L BEAM

(mm)

DIMENSION

SIZE

HD10

D J

A or G

(mm)

BAR

(mm) J d

L BEAM

(mm)

HOOKS

C dD

H d

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

D E

T A

E N

APPROX.

H(mm)

1 3

IBC TABLE 1609.6.2.1(1) & (4)

Fy = 240 MPa - COLD-FORMED STEEL SHAPES t

TOOL WITH 3mm

BUTT JOINT

CONSTRUCTION JOINT (CNJ)

SEE FOUNDATION PLAN FOR SLAB

THICKNESS AND REINFORCEMENT

@400 O.C. OIL OR

GREASE 1-END

20DIAx400 DOWEL

SLAB REINFORCEMENT

VAPOR

VAPOR BARRIER

40 CLR

t/2

5050 RADIUS

OPTIONAL INSTEAD OF DOWEL BARS

EXCEPT WHERE FLOOR COVERING WILL BE USED

PREFORMED LEAVE IN

PLACE KEY

1:3 SLOPE

t/3

FORMED JOINT

3.2mm x t/4 SAWED OR SLAB REINFORCEMENT

40 CLR

CRACK CONTROL JOINT (CLJ)

NOT TO SCALE

JOINT IN FLOOR SLAB

BARRIER

MATERIAL

REINFORCED OR REINF

- 1 - 1

40 CLR

20 CLR 20 CLR

230230

M A X .(6 d ,7 m m

A o r

MAX.(4d,60mm) d

S-1

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

GENERAL NOTES, DESIGN DATA

& TYPICAL DETAILS

- 1

- 1 185600

STRUCTURE

BUILDING S-81, CP CASEY

BUILDING TRANSMITTERS AND REPAIR

REPLACE FIRE ALARM SYSTEM/INSTALL

33934 (111'-4")

1747512598 3861

C L J

CLJ CLJCLJ

C L J

CLJ CLJ CLJ CLJ

SCALE:

GROUND FLOOR FRAMING PLAN

1/100

2300 300

50mm DEPRESSED SLAB

LEGEND

BLOCK-UP EXIST CMU WALL

SCOPE OF WORK

REPAIR AND MAINTENANCE WORK

GRADE W/ #8-150x150 WWF

OVER CWB (TYP.)

100THK CONC SLAB ON

33934.4 (111'-4")

386112598

SCALE:

ROOF FRAMING PLAN

1/100

SRB2

R O

O F S

L O

P E

E R

R O

O F S

L O

P E

E R

S R

H200x200x8x12

STEEL ROOF FRAMING MEMBER SCHEDULE

H194x150x6x9

SRB1

SRB2

C200x75x25x4.0P1

H150x150x7x10SC1

ROOF BEAM

ROOF PURLIN

BEAM SUPPORT COLUMN

R J

3654 17478 100100

S R

SRB2

T (B

E L

O W

S T (B

E L

O W

S T (B

E L

O W

S T (B

E L

O W

S T (B

E L

O W

S T (B

E L

O W

SC1

(ON 'ST1')

SC1

(ON 'ST1')

SC1

(ON 'ST1')

SC1 SC1 SC1 SC1 SC1 SC1

SC1 SC1 SC1 SC1

SC1

SC1SC1

17475

600 600

H194x150x6x9ST1 STRUT

OUTLINE OF

4000mm200010000

SCALE: 1:100

S R

S T (B

E L

O W

SC1

(ON 'ST1')

SC1

SRB2

600 600

3 EQ. SPACES @ 4200.6 4 EQ. SPACES @ 4369.5

1 2 3 4 5

PEJ

CLJ

2xHD13x1200

EXTRA BARS

@100 O.C. (TYP.)

OVER VAPOR BARRIER

300THK MAT SLAB

OVER NFSM (AS REQ'D)

OVER EXSTING SLAB ON GRADE

& EXISTING WALL FOOTING (VERIFY)

1 2 3 4 5

OVER NFSM (AS REQ'D)

m T mBM mTM m B

NEW ROOF

OUTLINE OF

NEW ROOF

MAT SLAB REINFORCING

mBM

HD13 @200 O.C.mTM

BOTTOM MOST BARS

TOP MOST BARS

mT mB

HD13 @200 O.C.

HD13 @200 O.C. BOTTOM BARS

TOP BARS

P E J

LB1 LB1

2 REPAIR BY REPLACING EXISTING CONCRETE STOOP

REPAIR BY REPLACING DETERIORATED CONCRETE SLAB USING CONCRETE SLAB

OVERLAID ON NFSM

3 REPAIR BY REPLACING EXISTING CMU WALL W/ 200THK CONCRETE WALL

4 REPAIR BY REPLACING EXISTING STEEL ROOF FRAMING W/ STEEL MEMBER

REPAIR BY REPLACING DETERIORATED CONCRETE SLAB USING MAT OVERLAID

ON NFSM

SC1

S R B

SLOPE

20/100

S T (B

E L

O W

S R

SC1

S T (B

E L

O W

H150x150x7x10ST2 STRUT

C150x75x6.5x10x1500LB1 LEDGER BEAM

16DIA ROD BRACE W/ TURNBUCKLEbr BRACE br br brbr

SC1

(ON 'ST1')

br br brbr

S R B

SLOPE

20/100

12602

- 8

- 5 - 4

- 6

- 5 - 4

- 8

S-2

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

EXIST/ REMOVAL GROUND FLOOR & ROOF

FRAMING PLANS

- 2

STRUCTURE

185600

BUILDING S-81, CP CASEY

33934 (111'-4")

225011998

SCALE:

ROOF PURLIN LAYOUT PLAN

1/100

R J

100100

16875

600 600

C200x75x25x4.0

STEEL ROOF FRAMING MEMBER SCHEDULE

C200x75x25x4.0P1

RIM JOIST

ROOF PURLIN

R O

O F S

L O

P E

E R

R O

O F S

L O

P E

E R

STANDING SEAM METAL ROOFING(SSMR)

CONFORMING TO SPECIFICATION SECTION

STRUCTURAL STANDING SEAM METAL ROOFING

07 61 13. 00 10 (WITH CEMP-T CERTIFICATION)

BASIS OF DESIGN FOR ENGINEERING PROPERTIES

IS MBCI SUPERLOK 12, 22GA.

4000mm200010000

SCALE: 1:100

4200.5 4200.5 3654.4 4369.6 4369.6 4369.6 4369.6

Q S

P A

C E

Q S

P A

C E

2250280280

3 EQ. SPACES

@ 750

3 EQ. SPACES

@ 750

1 2 3 4 5

RJ RJ

600 600

P1SLOPE

20/100

SLOPE

20/100

SSMR (TYP.)

4200.5

- 5

- 6 - 4

S-3

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

ROOF PURLIN LAYOUT PLAN

- 3

STRUCTURE

185600

BUILDING S-81, CP CASEY

SC1

SCALE:

CROSS SECTION -1

1/20

SRB1

H200x200x8x12

SC1

H150x150x7x10

ST1

H194x150x6x9

B A

4372 200 200 4372

SRB2

H194x150x6x9

SRB2

P1 C200x75x25x4.0

10mmTHK PEJ

W/ SEALANT

10mmTHK PEJ

W/ SEALANT

100THK CONC SLAB ON GRADE

W/ SEALANT

GRADE W/ #8-150x150 WWF

WORKING POINT EL.

EL.=+3100

2-HD16

@TOP & BOTTOM

HD10 @300 O.C.

STIRRUPS

2-HD16

@TOP & BOTTOM

HD10 @300 O.C.

STIRRUPS

V E

SC1

N E

W W

A L L O

P E

G H

H T

S E

E A

R C

D R

A W

G A

S R

E Q 'D

A L L O

P N

V E

N E

W W

A L L O

P E

G H

H T

S E

E A

R C

D R

A W

A S R

E Q 'D

A L L O

P N

VAPOR BARRIER

NFSM

EXISTING CONC SLAB ON GRADE

STANDING SEAM

METAL ROOFING

W.P. W.P.

A D

D 'D

B O

N D B

E A

A D

D 'D

B O

N D B

E A

2-HD16 @TOP & BOTTOM

HD10 @300 O.C.

800mm4002000

SCALE: 1:20

16DIAx115 DEEP HOLE

W/ CONC GROUT OR CHEMICAL

ANCHOR AT ADDED DOWEL

HD13x250

@4OO. O.C.

DOWEL BARS

HD13x250 LG.

@4OO. O.C.

DOWEL BARS

16DIAx115 DEEP HOLE

W/ CONC GROUT OR CHEMICAL

ANCHOR AT ADDED DOWEL

- 7

S-4

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

CROSS SECTION - 1

- 4

STRUCTURE

185600

BUILDING S-81, CP CASEY

CROSS SECTION -2

1/20

SRB1

H200x200x8x12

SC1

H150x150x7x10

B A

4372 200 200 4372

SRB2

H194x150x6x9

SRB2

P1 C200x75x25x4.0

10mmTHK PEJ

W/ SEALANT

WORKING POINT EL.

EL.=+3100

V E

SC1

A D

D 'D

N E

W W

A L L O

P E

G H

H T

B O

N D B

E A

M S

E E A

R C

D R

A W

G A

S R

E Q 'D

A L L O

P N

V E

N E

W W

A L L O

P E

G H

H T

S E

E A

R C

D R

A W

A S R

E Q 'D

A L L O

P N

VAPOR BARRIER

NFSM

EXISTING CONC SLAB ON GRADE

STANDING SEAM

METAL ROOFING

REMAINDER

SEE

OPEN

W.P. W.P.

A D

D 'D

B O

N D B

E A

OPEN

SC1

1000 1000

ST2

H150x150x7x10

800mm4002000

SCALE: 1:20

OPEN

- 7

- 8

- 4

S-5

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

CROSS SECTION - 2

- 5

STRUCTURE

185600

BUILDING S-81, CP CASEY

CROSS SECTION -3

1/20

SRB1

H200x200x8x12

SC1

H150x150x7x10

ST1

H194x150x6x9

B A

4372 200 200 4372

SRB2

P1 C200x75x25x4.0

10mmTHK PEJ

W/ SEALANT

100THK CONC SLAB ON GRADE

W/ SEALANT

GRADE W/ #8-150x150 WWF

TOP OF CONC

EL.=+3100

SC1

V E

N E

W W

A L L O

P E

G H

H T

S E

E A

R C

D R

A W

A S R

E Q 'D

A L L O

P N

VAPOR BARRIER

NFSM

EXISTING CONC SLAB ON GRADE

STANDING SEAM

METAL ROOFING

10mmTHK PEJ

W/ SEALANT

SRB2

HD16 @300 O.C.,

E.W. & E.F.

HORIZ BARS (TYP.)

HD13 @300 O.C.

VERT BARS (TYP.)

HD13 @300 O.C.

VAPOR BARRIER

NFSM

EXISTING CONC SLAB ON GRADE

EXISTING WALL

REMOVE PART OF

REMAINDER

SEE

10mmTHK PEJ

W/ SEALANT

L R

HD13

#8-150X150 WWF

C200x75x25x4.0

A D

D 'D

B O

N D B

E A

W.P.

LC1

C200x90x

8x13.5

800mm4002000

SCALE: 1:20

LB1

C150x75x6.5x10

SEE

- 5

- 7

- 4

S-6

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

CROSS SECTION - 3

- 6

STRUCTURE

185600

BUILDING S-81, CP CASEY

SRB2

H194x150x6x9

WORKING POINT EL.

EL.=+3100

2-HD16

@TOP & BOTTOM

HD10 @300 O.C.

STIRRUPS

W.P.

A D

D 'D

B O

N D B

E A

BASE PL W/

200x200x12THK

2-M16 A.B.

(EMBEDDED LG=300)

25THK BEDDING

MORTAR

SC1

H150x150 x7x10

SCALE:

DETAIL

1/10

SCALE:

DETAIL

1/10

PURLIN

C200x75x25x4.0

W/ 2-M12 MB

L150x90x9

9THK PLATE

W/ 2-M20 HSB

SRB2

SCALE:

DETAIL

1/10

400mm2001000

SCALE: 1:10

LC1

C200X90X

8X13.5

5-DIA16 A.W.S.

@250 O.C.

W/ 2-M12 MB

L150x90x9x80LG

SPLICE PARTTYP. PART

20THK

BEDDING MORTAR

1-16DIA.x110LG

WEDGE A.B.

BEDDING MORTAR

2-16DIA.x150LG

WEDGE A.B.

20THK

C200x75x25x4.0

PURLIN

L150x90x9x165LG

W/ 2x2-M12 MB

C200x75x25x4.0

PURLIN

L150x90x9x165LG

W/ 2x2-M12 MB

TYP. PART

ROOF BEAM

(SRB1 OR SRB2)

W/ 2-M12 MB

L150x90x9x80LG

C200x75x25x4.0

PURLIN

ROOF BEAM

(SRB1 OR SRB2)

SPLICE PART

C200x75x25x4.0

PURLIN

RIM JOIST

C200x75x25x4.0

PURLIN

RIM JOIST

C200x75x25x4.0

W/ 2-M12 MB

L75x75x6x130LG

SCALE:

PURLIN ON CONC WALL

1/10

SCALE:

PURLIN ON STEEL BEAM

1/10

SCALE:

DETAIL

1/10

SCALE:

DETAIL

1/10

SCALE:

DETAIL

1/10

@WEB

@FLANGE

9THK STIFFNER

LC1

C200X90X

8X13.5

@FLANGE6

@WEB

SRB1

9THK PLATE

W/ 2-M20 HSB

9THK STIFFNER

@TOP & BOTTOM

200THK

CONC WALL

BASE PLATE

2-M16 A.B. W/ 310X150X12THK

H194x150x6x9

SRB1

SCALE:

DETAIL

1/10

OVER 25THK BEDDING MORTAR

3 SIDES

SRB1

H200x200x8x12

H194x150x6x9

H200x200x8x12

H150x150 x7x10

SC1

H150x150 x7x10

ST1

H194x150x6x9

ST1

H194x150x6x9

ST1

H194x150x6x9

ST1

H194x150x6x9

SSMR

FACE OF WALL

SRB1

H200x200x8x12

- 7

S-7

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

DETAILS - 1

100 100

104040

5 40

150404045 4040

- 7

STRUCTURE

185600

BUILDING S-81, CP CASEY

OPNG WIDTH

DOOR OPNG

SILL BAR

DIAGONAL BARS

HEADER BAR

JAMB BAR

2-HD16x1200

2-HD16

S E

E A

R C

H D

W G

WINDOW/ LOUVER OPNG

O P

N G H

H T

OPNG WIDTH600

OPEN

REQUIRED AT

DIAGONAL BARS

2-HD16

2-HD16x1200

DIAGONAL BARS

HEADER BAR

JAMB BAR

2-HD16

TOP OF WALL

O P

N G H

H T

OPEN

NOT TO SCALE

TYP. 200THK WALL OPENING DETAIL

TOP OF WALL

100THK CONC SLAB

VAPOR

NFSM

#8-150x150 WWF

SCALE:

DETAIL

1/10

ON GRADE W/

BARRIER

L150x90x9

W/ 2-M12 MB

16DIA.x150LG

WEDGE A.B.

20THK BEDDING

(AS REQUIRED)

MORTAR

FACE OF WALL

SCALE:

DETAIL

1/10

LB1

C150x75x6.5x10x100

150LG. @300 O.C.

M16 WEDGE A.B.

12598

200THK CONC

WALL

TOP OF CONC

W/TURNBUCKLE

DIA 16 ROD BAR

SCALE:

DETAIL

1/10

H200x200x8x12

SRB1

SRB2

SC1

H150x150x7x10

(BELOW)

H194x150x6x9

W/TURNBUCKLE

DIA 16 ROD BAR

SRB2

CONC WALL

200THK

2-M16 A.B.

CUT FROM

L150x90x12x310LG

CONC WALL

25THK BEDDING MORTAR

L150x90x12x310LG W/

2-M16 A.B. W/ CUT FROM

H194x150x6x9

SRB1

SCALE:

DETAIL

1/10 SCALE:

DETAIL

1/10SCALE:

DETAIL

1/10

400mm2001000

SCALE: 1:10

SCALE:

DOWEL AT ADDED BOND BEAM

1/10

2-HD16

@TOP & BOTTOM

HD10 @300 O.C.

STIRRUPS

EXIST. CMU WALL

HD13x450(MIN.)

@4OO. O.C.

DOWEL BARS

16DIAx200 DEEP HOLE

W/ CONC GROUT OR CHEMICAL

ANCHOR AT ADDED DOWEL

A D

D E

D B

O N

D B

E A

- 8

S-8

AS SHOWN

CHOE, S M.

B C D

E F G H

SYMBOL 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

DETAILS - 2

1502004045 40200

75 75

- 8

SEE ARCH DWGSEE ARCH DWGTYP TYP

S E

TYP TYP

STRUCTURE

185600

BUILDING S-81, CP CASEY

185600-S1

185600-S2

185600-S3

185600-S4

185600-S5

185600-S6

185600-S7

185600-S8

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