297038-STRUCTURE_DWG.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

& TYPICAL DETAILS

GENERAL NOTES, DESIGN DATA

STRUCTURE

S-1

297038

NNSCCHOE, S M

REPAIR BUILDING S-11, NNSC

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:- 2

STRUCTURE

EXISTING/REMOVAL FLOOR PLAN

S-2

10005000 2000

SCALE: 1:50

1/50

EXISTING/REMOVAL FLOOR PLAN

REMOVAL EXISTING WALL

REMOVE EXISTING DOOR

REMOVE EXISTING WINDOW

LEGEND

REMOVE EXISTING CONC SLAB

& WINDOW FRAME

& DOOR FRAME

14,850

3,700 4,241 3,251 3,658

,5

,2

CHOE, S M

297038

NNSC

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

LEGEND

200THK CONC WALL

50 DEPRESSED SLAB

SEE

SCOPE OF WORK

REPAIR AND MAINTENANCE WORK

REPAIR BY REPLACING EXISTING CONC SLAB.

REPAIR BY REPLACING EXISTING WALL W/ 200THK CONC WALL & FOUNDATION.

- 7

REPAIR BY REPLACING EXISTING CONC STOOP.

REPAIR BY REPLACING EXISTING ROOF W/ STEEL COLUMN & BEAM.

STRUCTURE

FOUNDATION/NEW GROUND FLOOR PLAN

SCALE:- 3

FOUNDATION/NEW GROUND FLOOR PLAN

S-3

P/ SC2P/ SC2

C F

C F

3675 3675 3675 3675

6200 3900 6000

200 2500 200

0 5

0 5

800 1300 800

W F

C L J

C L J

C L J

C L J

C L J

C L J

CLJCLJCLJCLJ

MEMBER SCHEDULE

P : 300 x 300 CONC PEDESTAL

SC2 : P-165.2DIA. x 6.0THK STL COLUMN

WF1 : 1200Wx300D SPREAD FOOTING

FOUNDATION SCHEDULE

CF1 : 800 x 800W x 300D COLUMN FDN

-5

-50

1/50

10005000 2000

SCALE: 1:50

WF1

WF1WF1

WF1 WF1

W F

CHOE, S M

297038

SG2

SG2

P

P

P

P

P

P

RJRJ

500700700700500

A

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

MEMBER SCHEDULE

SC1

SG1

STR1 : H - 200x100x5.5x8 STL STRUT BEAM

LB1 : C-250x90x9x13 LEDGER BEAM

P1 : LC-200x75x25x4.0 PURLIN

RJ : LC-200x75x25x4.0 RIM JOIST

: H - STL BEAM (BY ROOF MFR) - TYP

SG2 : H - STL BEAM (BY ROOF MFR) - TYP

10005000 2000

SCALE: 1:50

: H - STL COLUMN (BY ROOF MFR) - TYP

STR2 : H - 150x150x7x10 STL STRUT BEAM

S-4

ROOF FRAMING PLAN

SCALE:

4-

ROOF FRAMING PLAN

1/50

LEGEND

: MOMENT CONNECTION

: SHEAR CONNECTION

P1

P1

P1

P1

P1

P1

P1

P1

P1P1

P1

P1

P1

P1

P1

P1

P1

P1

R J

R J

R J

R J

R J

R J

SC1 SC1SC1

SC1

SC1

SC1

STR1STR1STR1STR1

STR1

STR1

STR1STR1

STR1STR1STR1

L B

L B

L B

L B

L B

L B

S T R

S T R

8600 3100 4400

6200 3900 6000

3550 4000 4000 3550

S G

S G

S G

STR1

CHOE, S M

297038

NNSC

L B

L B

L B

L B

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

PURLIN (P)

SCALE: 1/50

CROSS SECTION-11

5-

SCALE: 1/50

CROSS SECTION-2 2

5- 10005000 2000

SCALE: 1:50

LC-200x75x25x4.0

SCALE: 1/25

5-

CANOPY SECTION

150THK CWB

SC2

STR2

SG2

CF1 CF1

STRUCTURE

S-5

SECTION

12001200800

VAPOR BARRIER

150THK CWB

10mmTHK PEJ

W/ SEALANT

200THK

WALL (W1)

PURLIN (P)

LC-200x75x25x4.0

SC1

STR1

WG1

SG2

STR2

SG2

P/ SC2

CF1 WF1 WF1

150THK SLAB ON GRADE

W/ #8-150x150 WWF GL + 200 mm

GL

TOP OF CONC

TOP OF STL

WF1

V A

R

TOP OF CONC

TOP OF STL

GL

GL + 200 mm

PURLIN (P)

LC-200x75x25x4.0

P/ SC2

60047007103000600

STR1

16DIA. ROD BAR

GL + 200 mm

10mmTHK PEJ

W/ SEALANT

PURLIN (P)

LC-200x75x25x4.0

GL + 200 mm

GL

16100

V A

R

1200 1200

STR1

SG1

STR1

SG1

STR1

SG1

WG1

150THK SLAB ON GRADE

W/ #8-150x150 WWF

WF1WF1

VAPOR BARRIER

150THK CWB

200THK

WALL (W1)

STR1

5003550400040003550500

0FFL. 56.50

FFL. 56.50

CHOE, S M

297038

SCALE:

PEDESTAL SCHEDULE

1/20

COLUMN SCHEDULE

P1 f'c = 24 MPa fy = 400 MPa

SCALE:

WALL SCHEDULE

1/20

WALL SCHEDULE

200 THK WALL (W1)

f'c = 24 MPa fy = 400 MPa

HD13 @300

VERT BARS

HD13 @300

HORIZ BARS

SCALE:

BEAM SCHEDULE

1/20

BEAM SCHEDULE

WG1

f'c = 24 MPa fy = 400 MPa

4 - HD22

TOP BARS

4 - HD22

BOT BARS

HD13 @200

STIRRUP

NOT TO SCALE

WALL FOUNDATION SCHEDULE

STRUCTURE

6-

6-

6-

6-

S-6

8-HD16

VERT BARS

HD10 @200

TIE BAR

WF1

MARK REINFORCING

HD19 @200

'T' BAR 'L' BARW D

1200 300

DIMENSION

H

1400 6 - HD16

C

IV

IL

GROUND FL

FELT JOINT

W/ SEALANT

10THK PERIMETER

VAPOR BARRIER

150THK CWB

'L' BAR

'T' BAR

W

D

C L

R

V A

R

S E

E

H

A

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

CF1 HD19 @200800 300 1400 6 - HD16

SCHEDULE

BEAM, COLUMN, WALL & FOUNDATION

297038

NNSCCHOE, S M

CONC WALL

PEJ : PERIMERTER FELT EXPANSION JOINT

10THK PEJ

W/SEALANT

NOTE FOR SLAB ON GRADE.

WWF

DETAIL.

ALL CONTROL JOINT IN SLAB SHALL BE PER FOLLOWING

IN EACH DIRECTION UNLESS OTHERWISE NOTED

1. PROVIDE CONTROL JOINT @6000 MM (MAX)

150THK CWB

VAPOR BARRIER

FORMED JOINT

3.2mm x t/4 SAWED OR

MW10(#8)-100X100

40 CLR

SCALE:

DETAIL

1/20

150THK CWB

WWF

MW10(#8)-150X150

SCALE: 1/20

200THK CONC

WALL

3-M16x120LG

WEDGE A.B.

VAPOR BARRIER

150THK CWB

SCALE:

DEPRESSED SLAB

1/20

150x150 WWF

HD13

NFSM.

40CLR

W/ SEALANT

MW10(#8)-

10 PEJ

SCALE:

CONC STOOP DETAIL

1/20

40 CLR

OR 900

A

DIA22 ROD

BRACE W/

TURNBUCKLE

A

W/ TURNBUCKLE

DIA22 ROD BRACE

90x75x9THK

STEEL PL

SCALE:

HORIZ. BRACE DETAIL

1/30

9THK STIFFNER

SLOT HOLES

25DIAx50LG.

WG

ROOF BEAM

M20 A.B.(350LG)

20THK BEDDING

MORTAR

SB1, SB2

CUT FORM

SCALE:

ROOF DETAIL

1/10

H194x150x6x9(SC1)

H200x200x8x12(SC2)

SB2

SB4

SB2

A-A' SECTION

SB2

LEDGER BEAM(LG1)

C-250x90x9x13

W/ M16x110LG WEDGE

ANCHOR @600 O.C.

SCALE:

CONNECTION DETAIL

1/10

W/ 4-M16x120LG

250x250x9 PL

AWS

AWS PLATE

SCALE:

CONNECTION DETAIL

1/10

PURLIN

PURLIN SECTION

LC-200x75x25x4

L150x90x9x80

W/ 2-M12 MB

PURLIN

L75x75x6x100LG

W/ 2-M12 MB

RIM JOIST

RIM JOIST

PURLIN

L150x90x9x80LG

W/ 2-M12 MB

ROOF BEAM

TYP. PART

6THK PLATE

W/ 2-M12 MB

L150x90x9THK

BENT PLATE

LC-200x75x25x4

LC-200x75x25x4

LC-200x75x25x4

SCALE:

PURLIN CONNECTION DETAIL

1/10

ROOF BEAM

L150x90x9x165LG

W/ 2x2-M12 MB

SPLICE PART

LC-200x75x25x4

PURLIN

ROOF BEAM

9THK PLATE

W/2-M20 HSB

SCALE:

SHEAR CONNECTION DETAIL

1/10

W/ 2-M16x120LG

250x250x9 PL

AWS

AWS PLATE

HSB

9THK PL W/ 2-M20

200THK CONC WALL

SCALE:

CONNECTION DETAIL

1/10

SCALE:

MECH PAD DETAIL

1/20

VAPOR BARRIER

150THK CWB

W/ SEALANT

AT ALL EDGES

20mm CHAMFER

10THK

PERIMETER

FELT JOINT

SIZE & LOCATION

CHEMICAL ANCHOR BOLT

AS REQ'D BY EQUIPMENT

@300 O.C. E.W. & E.F.

HD13

50 50

SEE PLAN

4040 10

1504040

50 50

50 50

SEE PLAN

150MIN.

C L

R

150MIN.

12 THK BASE PL W/

LEDGER BEAM

C-250x90x9x13

LEDGER BEAM DETAIL

A

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

- 7

- 7 - 7 - 7 - 7

- 7

- 7

- 7- 7- 7- 7

- 7

1-16DIAx100LG WEDGE ANCHOR

TOP OF

CONC WALL

20THK BEDDING MORTAR

PURLIN SECTION(@CONC)

L150x90x9x80LG

W/ 2-M12 MB

PURLIN

LC-200x75x25x4

STL STRUT BEAM(STR1)

H - 200x100x5.5x8

STRUCTURE

DETAILS

S-7

NNSCCHOE, S M

297038