Pages_15__from_H01_HS-00554-5J_DRAWING.pdf

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

14 81

HS-00554-5J

AE-05

CAMP CARROLL

UP DN

UP UP

DN

307B

305A

305B

304B

304A

307C

308A

308B

310313 312314

316A

316B

317 318

319B

319C

319A

203 204 205 206

207A

207B

209B

209C

209A210A

210B

210C

211A

211B212

213214A

214C

214B

215C

215B

215A216A

216C

216B

218 219 220 221 222 223 224

ELEC

MECH

104 105 106 107 108 109

112113114

120A

122123124125126127

129 130 131 132 133 134 135 136 137

VELVE

120B

307A 311A

311D

311E 311C

311B

UPDN

DN

DN

DN UP

UP

COMM

1F FLOOR PLAN

1 1

PAINT

EXISTING CMU w/ SECURITY BAR

PAINT

POLYMER MODIFIED MORTAR

52mm METAL STUD @ 450mm O.C.

15mm THK. GWB + PAINT

22 2

15mm THK. GWB + PAINT

102mm METAL STUD @ 450mm O.C.

50mm BLANKET INSULAITON

15mm THK. GWB + PAINT

4 4

4 4

4 4 4 4 4 4 4 4

4 4 4

4 4

NOT TO SCALE

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

22mm FURRING CHANNEL @ 300mm O.C.

EXISTING CMU WALL

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

50mm BLANKET INSULAITON

CHICKEN WIRE

52mm METAL STUD @ 300mm O.C

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

50mm BLANKET INSULAITON

52mm METAL STUD @ 300mm O.C

EXISTING CMU WALL

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

52mm METAL STUD @ 300mm O.C

WATERPROOFING MEMBRANE SHEET

METAL LATH

GCWT WITH MORTAR BED

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

50mm BLANKET INSULAITON

162mm METAL STUD @ 300mm O.C

15mm THK. GWB + PAINT

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

50mm BLANKET INSULAITON

102mm METAL STUD @ 300mm O.C

15mm THK. GWB + PAINT

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

EXISTING CMU WALL

METAL STUD, RUNNER AND INSULATION PLAN

AE 05

12 12

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

50mm BLANKET INSULAITON

CHICKEN WIRE

102mm METAL STUD @ 300mm O.C

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

102mm METAL STUD @ 300mm O.C

WATERPROOFING MEMBRANE SHEET

METAL LATH

GCWT WITH MORTAR BED

12 12

GCWT WITH MORTAR BED

METAL LATH

WATERPROOFING MEMBRANE SHEET

102mm METAL STUD @ 300mm O.C

EXISTING CMU WALL

METAL STUD, RUNNER AND INSULATION PLAN

A

2F FLOOR PLANB

3F FLOOR PLANC

2 2

2 2

2 2

(EXCEPT ARMS ROOM)

ALL EXPOSED CMU WALL SURFACE

NOTES

*. ALL PARTITION WALL SHOULD BE INSTALLED FLOOR TO FLOOR.

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

29 JUL 19

52mm METAL STUD @ 450mm O.C.

50mm BLANKET INSULAITON

15mm THK. GWB

ACOUSTICAL WALL PANEL

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

15 81

HS-00554-5J

AE-06

CAMP CARROLL

4’-4"

211A

212 211B

308A

308B

9’-11"10

5’-4"

8’-0"

3’-8"

6’-3"

2’-7"

2’-5"

"1627

5’-4"

6’-4"

" 2

3’-0"

WC

TTD

LAV

LAV

WCUR

UR

URS

TTD

PTDWR

MARBLE

ARTIFICAL

13mm THK

SEALANT

SST FRAME

ON MORTAR BED

GCWT

W/ GLUE

ON GCWT

6 THK MIRROR

ON MORTAR BED

GCWT

SST FRAME

SEALANT

MARBLE

ARTIFICAL

13mm THK

1.

2.

3.

4.

5.

CAULK AT ALL THE INCORNER OF TILE FINISHED WALL AND JOINT.

6.

O / MA SPECIFICATION, DISTANCE DIMENSION AS O/MA STD. DETAIL BOOK.

TOILET ACCESSORIES SIZES AND QUALITY FOLLOW TO ASTM AND

SIZE 200mm X 200mm

FLOOR FINISH MATERIALS OF TOILET & SHOWER SHALL BE NON-SLIP CERAMIC TILES,

SIZE 400mm X 250mm

WALL FINISH MATERIALS OF TOILET & SHOWER SHALL BE GLAZED CERAMIC TILES,

CORNER BEAD SHALL BE INSTALLED AT ALL THE OUTCORNER OF TILE FINISHED WALL.

NOTES

* BENCH

11’-8"

12’-8"

4’-7"

8’-10"

12’-8" 15

" 1390

4’-7"

11’-8"

8’-2"

8’-5"

7’-6"

1"

3’-3"

4"

3’-11"

1’-0"

2’-11"

12’-8"

11’-8"

1’

1" 2287

7’-6"

11’-8"

1’

12’-8"

2’-2"

9’-6"

2’-2"

9’-6"

SCALE : 1 / 50

WC

WC

WC

UR

UR

UR

UR UR

UR

UR

UR

URS

URS

URS

URS

URS

URS

LAV

LAV

LAV LAV

LAV

LAV

WC

WC

WC

TTD

TTD

TTD

TTD

TTD

TTD

BENCH

ENLARGED PARTIAL FLOOR PLAN

SELECTION.

CONTRACTOR SHALL PROVIDE COLOR SAMPLES TO USER THROUGH COR FOR COLOR

NOT TO SCALEAE 06

AE 06

MIRROR DETAILS

A B

WC

WC

LAV

LAV

LAV

OR APPROVED EQUAL

Bradly

* COLOR SHALL BE SELECTED BY USER.

36" (W) x 12" (D), LENOX LOCKER PEDESTAL BENCH

PTDWR

PTDWR PTDWR

PTDWR PTDWR

RBx2

METAL STUD OR EXISTING CMU WALL

WATERPROOFING MEMBRANE

METAL LATH

GCWT WITH MORTAR BED

MEMBRANE

WATERPROOFING

W/ GLUE

ON GCWT

6 THK MIRROR

SLOPE SLOPE

FLOOR TILE

SHOWER CURTAIN

M

IN

SHOWER AREA

MEMBRANE

WATERPROOFING

W/ 6 DIA EXP BOLTS @ 300 OC

4 THK BENT SST BASE (WELDED)

FLOOR TILE

12 THK SSM

R=5

4"

AE 06

3 SHOWER CURB DETAILS

SCALE : 1 / 5

A FLOOR B HEAD

METAL STUD OR EXISTING CMU WALL

WATERPROOFING MEMBRANE

METAL LATH

GCWT WITH MORTAR BED

CORNER TRIM

SHOWER CURTAIN W/ ROD

T

O

F

L

SD

SD

SD

SD

SD

SD

SD

SD

RBx2

SD

SD

SD

SD

SD

SD

LAV

LAV

LAV

MG

WC

WC

MG

MGMG

SHOWER CURB DETAILS

NOTES , MIRROR DETAILS

ENLARGED PARTIAL FLOOR PLAN

(2-1 ADA, HQ)

REPAIR BUILDING NO. S-230

29 JUL 19

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

(ALL AROUND)

WOOD SHIM

PAPER HOLE LEVEL

MORTAR BED

CEMENT

GCWT ON

(ALL AROUND)

WOOD SHIM

GCWT

(2-PER SIDE)

6 DIA MET SCREW

PAPER HOLE LEVEL

ELEVATION SECTION

3B

AS REQ’D

SST DOOR

[ ] BRACKET

WALL FASTENINGS

25mm m

PILASTER

SST

& KEEPER

DOOR STOPPER

PILASTER

SST

SLIDE

LATCH

150mm

HOOK & BUMPER

& SEX NUT

SHOULDER SCREW

PILASTER

SST

W/ BRACKET

HEAD RALING

DOOR PIVOT PIN

& ASSEMBLY

DOOR CASTING

TOP PIVOT

FASTENER

WALL

SST HEAD RAIL

AS REQ’D

WALL FASTENINGS

& SEX NUT

SHOULDER SCREW

BRACKET (AT WALL)

SST HEAD RAIL

NOT TO SCALE

2B

2D BRACKET 2E 2F AT HEADAT TOP

& ASSEMBLY

DOOR CASTING

BOTTOM PIVOT

2G AT SILL

SST HEAD RAIL

MACHINE SCREW

SST PILASTER

30mm

2H 2J TYP PILASTER SECTION

CLIP

SPRING

EXP SHIELD

10mm DIA

2A 2C

NOT TO SCALE

1A PLAN 1B ELEVATION

1B

2C 2B 2A

2E 2H

2G m m

2J

SCALE : 1 / 10

m m m m

CMT ON MORTAR BED

& SIDE SPLASH)

(COUNTER TOP, BACK

PLYWOOD

OVER 18mm THK

ARTIFICIAL MARBLE

13mm THK

25mm THK WD

METAL CHANNEL

TUBE FRAME (TYP)

-50x50x6 SST

ON 12mm THK PLYWOOD

6mm THK ARTIFICIAL MARBLE MATERIAL

REMOVABLE PANEL

6 THK MIRROR

ARTIFICIAL MARBLE

13mm THK

(SEE ELEC DWG)

LIGHT

RESISTANT GWB

12.5mm THK WATER

PAINT

@ 600mm OC (MAX)

TOGGLE BOLT

18mm DIA

LAVATORY

ANCHOR TO MET STUD

STL PLATE

600mm x 900mm x 6mm THK

TO ROOF

15mm THK GWB

6mm DIA. EXP BOLT

COVER

STAINLESS STEEL

STRIP WITH 2mm THK 20mm x 90mm WOOD

FLAT HEAD MACHINE SCREW

WITH 3mm DIA.

2-BRASS HOOK

NOT TO SCALE

V A

R

4A 4B m m

600mm

2’-0" 8"

200mm

6"

150mm

950mm

3’-1"

600mm

2’-0" 8"

200mm

6"

150mm

950mm

3’-1" m m m m m m m m m m m m m m m m

650mm

2’-2" m m

2F

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

16 81

HS-00554-5J

AE-07

CAMP CARROLL

220mm

9"

280mm

11"

150mm

6"AE 07

AE 07

AE 07

AE 07

AE 07

PAPER TOWEL DISPENSER & WASTE RECEPTACLE DETAILS

TOILET PARTITION PLAN & ELEVATION (TYP)

TOILET PARTITION DETAILS (TYP)

LAVATORY COUNTER DETAIL (TYP)

ROBE HOOK DETAILS (TYP)

ROBE HOOK DETAILS (TYP)

PAPER TOWEL DISPENSER & WASTE RECEPTACLE DETAILS

LAVATORY COUNTER DETAIL (TYP)

TOILET PARTITION DETAILS (TYP)

TOILET PARTITION PLAN & ELEVATION (TYP)

(2-1 ADA, HQ)

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

17 81

HS-00554-5J

AE-08

CAMP CARROLL

8"

7’-10"

8"

9’-2"

1’-9"

9’-2"

1’-9"

12’-8"

12’-8"

6’-4"

6’-4"

SCALE : 1 / 200

1ST FL

BASE OF NFSM

NFSM

ENLAGED ENTERANCE CANOPY (STRUCTURAL)

EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING

CANOPY FOOTING

W1

RWG1

RWG1

CONCRETE SLAB EUQAL PURLIN SPACING

A FLOOR PLAN B ROOF CONC SLAB C PURLIN LAYOUT

V A

R

7’-0"

1’-0"

8"

9’-2"

1’

CONC WALL

W1, 200THK

E.F.

D13@400

E.F.

D13@300

1’-9"

RWG1 RWG1

PURLIN

T&B

D13@200

CONC SLAB

200THK

PURLIN

CONC SLAB

200THK

RWG1

(TYP)

D13@300

(TYP)

D13@250

T&B

D13@300

(TYP)

4-D13

SEE CIVIL DWG

SIDEWALK

CONC SLAB

200THK

T&B

D13@300

SCALE : 1 / 25

A B

SECTION DETAILS (STRUCTURAL)

1.

A. CONCRETE

(ACI 318, ACI 301 ETC.)

ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL CONFORM TO ACI STANDARDS.

2.

AN AMPLITUDE OF 6mm(MINIMUM).

SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED TO

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

3.

NOTED.

CHAMFER ALL EXPOSED EDGES OF CAST-IN-PLACE CONCRETE 19mm UNLESS OTHERWISE

4.

(ACI-318). USE "B" SPLICE AND DEVELOPMENT IN TENSION.

THE PROVISIONS OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

REINFORCING BAR LAP SPLICES AND DEVELOPMENT SHALL BE IN ACCORDANCE WITH

5.CONSTRUCTION JOINT LOCATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER.

1.

2.

B. MATERIAL STRENGTHS

CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

STEEL

3.BOLTS

ASTM A307, DIA 16mm FOR PURLIN CONNECTION : Fnt = 310 Mpa

ASTM A325, DIA 20mm, UNLESS NOTED OTHERWISE : Fnt = 620 Mpa

4.STANDING SEAM METAL ROOFING(SSMR) : fy = 345 Mpa

HOT-ROLLED DEFORMED BAR : fy = 392 Mpa (GRADE 60)

WELDED WIRE FABRIC : fy = 440 Mpa

COLD FORMED STEEL SHAPES : fy = 235 Mpa (A36)

STRUCTURAL STEEL : fy = 235 Mpa (A36)

SHAPES AND PLATES : fy = 235 Mpa (A36)

ALL CONCRETE UNLESS NOTED OTHERWISE : f’c = 27 MPa

100 10

A307 BOLTS

W/ 2-D16

L150x150x10

BEDDING MORTAR

MIN 20THK

4070 120 EMBEDMENT

2-D16 A.B.

200X100X6

BENT PL

4 50@100

4 50@100

C -150X75X6.5X10

PURLIN

MAX 5,000 (TYP)

CONC SLAB

L150x150x10x80LG

PURLIN CONNECTION ON CONC ROOF SLAB(TYP)

NOT TO SCALE

NOTES :

*. RWG1

W/ D10@200 STIRRUP

4-D25 TOP&BOT, 2-D10 MID

1’

EXTERIOR INSUL & FNSH SYSTEM

SEALANT #2 W/BACK-UP ROD

SSMR

MET FLASHING

MIN

@MAX 750MM O.C.

PURLIN C-100X50X5X7.5

L-CLIP PL. W/BOLTS.

GUTTER

FASCIA

MET

DOWNSPOUT

MET SOFFIT

W/BACK-UP ROD

SEALANT #2

T

O

1S

T

F F L

C-100X100X10

BOLTS @600 O.C.

9.5MM DIA EXP AHR

WOOD BLOCK W/

TREATED

6 THK. STEEL PL.

W/4-ANCH BOLTS

L-90X90X6X300 LG

W/VAPOR BARRIOR

BATT INSULATION

W/2-ANCH BOLTS

L-90X90X6X300 LG

B

B

6 6

OF SECTION "B-B"

WELDING DETAIL

NOT TO SCALE

CANOPY DETAIL(TYP)

NOTES , CANOPY DETAIL(TYP)

PURLIN CONNECTION ON CONC ROOF SLAB(TYP)

SECTION DETAILS (STRUCTURAL)

ENLAGED ENTERANCE CANOPY (STRUCTURAL)

NOTES :

FLUSH WITH THE TOP FLANGE OF THE TOP CHORD, ETC.

2. INSTALL HOR. X-BRACING USING L-75X75X6.

1. CANOPY FRAME SHOWN ABOVE INSTALLED @MAX.3,000mm O.C.

1.

NOTES :

OCCUR WITH NEW CONCRETE STRUCTURE.

ALL CMU CELLS TO BE GROUTED WHERE CONNECTION

2.

(HORIZONTAL REBAR OF W1 & RWG1 , ROOF SLAB)

FOR GROUTED CMU OR APPROVED EQUAL.

USE ADHESIVE ANCHORS FOR REBARS HILTI HIT-HY200

3.

FOR CONCRETE OR APPROVED EQUAL.

USE ADHESIVE ANCHORS FOR REBARS HILTI HIT-HY200

AE 08

AE 08

AE 08

AE 08

(2-1 ADA, HQ)

AE

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

ARCHITECTURAL

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

18 81

HS-00554-5J

AE-09

CAMP CARROLL

& DOWNSPOUT

RAIN GUTTER

13’-6"

BUILDING

EXISTING

7’-3"

7’-3"

SEE CIVIL DWG

SIDEWALK

METAL FASCIA

STANDING SEAM

120B

COMM

METAL ROOFING

STANDING SEAM

& DOWNSPOUT

RAIN GUTTER

INSULATION

EIFS W/O

1A

AE

1B

A B

ELEVATIONS

SCALE : 1 / 50

KEY PLAN

SCALE : 1 / 50

SECTIONS

METAL ROOFING

STANDING SEAM

EIFS

AE

2B

A B

& DOWNSPOUT

RAIN GUTTER

METAL FASCIA

STANDING SEAM

MET SOFFIT

CONC SLAB

200THK

52THK MTL STUD @ 450

FINISH

PAINT

AE

2A

SCALE : 1 / 10

457mm x CONT

EAVE FLASHING

TO GUTTER EDGES)

@900 O.C (RIVETED

MET STRAP HANGER

DOWNSPOUT

STRAINER @EACH

G.I WIRE BASKET

(OUT SIDE)

CLOSURE STRIP

METAL FASCIA

STANDING SEAM

& VAPER BARRIER

W/INSULATION

@600 O.C.

L-65X65X5THK

(SIZE ; 100DIA)

METAL DOWNSPOUT

MET SOFFIT

SEE STRL DWG

STRL CONC BEAM

EAVE DETAIL

SCALE : 1 / 10

RAKE DETAIL

SCALE : 1 / 10

RIDGE DETAIL

1’-0"

1’

(OUT SIDE)

CLOSURE STRIP

RAKE FLASHING

METAL

METAL FASCIA

STANDING SEAM

(OUT SIDE)

CLOSURE STRIP

& VAPER BARRIER

W/INSULATION

@600 O.C.

L-65X65X5THK

MET SOFFIT

MIN

MIN

CAP FLASHING

METAL RIDGE

TYP Z CLOSURE

VAPER BARRIER

CONTINUOUS

AE 09

AE 09

AE 09

AE 09

AE 09

w/ VAPOR BARRIER

BATT. INSULATION "R"VALUE=30

w/ VAPOR BARRIER

BATT. INSULATION "R"VALUE=30

w/ VAPOR BARRIER

"R"VALUE=30

BATT. INSULATION

SCALE : 1 / 25AE 09

2’-0"

T

O

L

DROP CEILING DETAIL (TYP)

ACOUSTICAL CEILING FINISH

FURRING CHANNEL

METAL STUD WITH

NOTES :

IS NOT POSSIBLE DUE TO EXISTING CONCRETE STRUCTURE.

1. CONTRACTOR SHALL INSTALL DROP CEILING WHEN MECH. WORK IN THE CEILING SPACE

2. CONTRACTOR SHALL SUBMIT LOCATION PLAN AND SHOP DRAWING FOR APPROVAL.

RIDGE DETAIL , DROP CEILING DETAIL (TYP)

EAVE DETAIL , RAKE DETAIL

ELEVATIONS , SECTIONS

(2-1 ADA, HQ)

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

AS SHOWN

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

19 81

AE-10

3"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

2’-7"

29’-6"

1’-3"

29’-6"

19’-8"

10000

32’-10"

10000

32’-10"

10000

32’-10"

10000

32’-10"

10000

32’-10"

19’-8"

2’-6"

27’-0"

27’-0"

2’-6"

17983

59’-0"

P E

R

R O

O F

S L O

P E

P E

R

R O

O F

S L O

P E

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

1’-0"

8’-8"

56693

186’-0"

8’-8"

61976

203’-4"

SCALE : 1 / 100

ROOF PURLIN LAYOUT

SCALE : 1 / 50

SECTION

NOTES :

C-200x72x20x4.5 (TYP)

*. ROOF PURLIN

PURLIN EAVE PURLIN

EAVE PURLIN EAVE PURLIN

EAVE PURLINEAVE PURLIN

SECTION , NOTES

ROOF PURLIN LAYOUT

CAMP CARROLL

ARCHITECTURAL

HS-00554-5J

AE 10

AE 10

(2-1 ADA, HQ)

HGFEDCBA

DESIGNED BY

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

2"

2"

6"

C-200x75x20x4.5

ROOF PURLIN

w/16DIA M.BOLTS

@ 4900 O.C

BENT PL.-300x90x9

(120 EMBEDMENT)

16DIA WEDGE A.BOLTS

A A

10"

C-200x75x20x4.5

ROOF PURLIN

BUILT-UP ROOFING

EXISTING

BUILT-UP ROOFING

EXISTING

"A-A" SECTION

A B

C-200x75x20x4.5

ROOF PURLIN

PL. 6THK

w/16DIA M.BOLTS

@ 4900 O.C

BENT PL.-300x90x9

(120 EMBEDMENT)

16DIA WEDGE A.BOLTS

2"

2"

C

PURLIN DETAIL-1

PURLIN DETAIL-2

SCALE : 1 / 5

BUILT-UP ROOFING

EXISTING

2"

2"C-200x75x20x4.5

ROOF PURLIN

BUILT-UP ROOFING

EXISTING

A B

2"

2"

2"

2"

6" w/16DIA M.BOLTS

@ 4900 O.C

BENT PL.-300x90x9x80LG.

w/16DIA M.BOLTS

@ 4900 O.C

BENT PL.-300x90x9x165LG.

BUILT-UP ROOFING

EXISTING

SCALE : 1 / 5

AS SHOWN

KIM, CHI SOP

YI, TONG KI

D - 19 - 17

20 81

AE-11

CAMP CARROLL

ARCHITECTURAL

HS-00554-5J

1’

51"

1’

51"

2"

1’-0"

2’-6"

2"

3"

2"

2’-10"

3’-0" w/DOUBLE BEAD TAPE SEALANT

5-#14x35mm PSD @80 O.C

#24GA. P/M EAVE FLASHING

2THKx25W @900 O.C.

STRAP HANGER

STRAINER (EACH D/S)

#24GA. P/M GUTTER

38mm CHANNEL

64mm CHANNEL

@ 1200 O.C w/12 DIA WEDGE BOLTS

TREATED WOOD NAILER

@900 O.C.

2THKx25W

HANGER

BRACKET

24GA FASCIA FLASHING

3-#14x35mm PSD @ 300 O.C

24GA SOFFIT END FLASHING

64mm CHANNEL @ 400 O.C(TYP)

@ 1200 O.C. (MAX)

64mm CHANNEL w/9 DIA WEDGE BOLTS

SEALANT w/ BACK-UP ROD

EXISTING BUILT-UP ROOFING

EXIST CONC SLAB

24GA(0.6THK) SSMR

VAPOR BARRIER

w/ THERMAL SPACER BLOCK w/ 2-#14x35mm SD

FLOATING CLIP

1’

1’ 1"

51" w/ CLEAT

#24GA. P/M FLASHING

38mm CHANNEL

64mm CHANNEL

@ 1200 O.C w/12 DIA WEDGE BOLTS

TREATED WOOD NAILER

24GA FASCIA FLASHING

2"

3"

2"

1’-0"

1’-4"

1’-6"

#24GA. P/M SOFFIT

(100x100mm)

#24GA. P/M DOWNSPOUT #24GA. P/M SOFFIT

A EAVE DETAIL RAKE DETAILB

64mm CHANNEL @ 400 O.C(TYP)

ROOF DETAIL

24GA(0.6THK) SSMR

VAPOR BARRIER

SEALANT w/ BACK-UP ROD

@ 1200 O.C. (MAX)

64mm CHANNEL w/9 DIA WEDGE BOLTS

EXISTING BUILT-UP ROOFING

EXIST CONC SLAB

SCALE : 1 / 25

SEE DETAIL "A"

C DETAIL "A"

#24GA. P/M FLASHING

w/ DOUBLE BEAD TAPE SEALANT

#14x25mm PSD @ 200 O.C.

SSMR

RAKE ZEE

1.6t GALV. FLOATING

ROOF FRAME

@ 300 O.C.

#14x35mm SD

THERMAL SPACER BLOCK

SCALE : 1 / 5

DOWNSPOUT DETAIL (TYP)

(AS REQUIRED)

@ 900 O.C. (MAX.)

12DIA WEDGE ANCHOR BOLT

50W @900 O.C

P/M OUTER STRIP

(100x100)

#24GA. P/M DOWNSPOUT

2THKx50W @900 O.C

P/M INNER STRIP

2-#14x25mm PSD

STEEL PIPE

EIFS

A AT EIFS

4" 50W @900 O.C

P/M OUTER STRIP

(100x100)

#24GA. P/M DOWNSPOUT

2THKx50W @900 O.C

P/M INNER STRIP

2-#14x25mm PSD

4"

(AS REQUIRED)

#24GA P/M FASCIA2-#14x25mm PSD

A AT FASCIA

GRAB

PROTECTION

TYPE FALL

FLEXRIDGE

BOLTED TO ROOF

FLEXRIDGE METAL RAIL

NOTES :

1.

2.

AUTHORIZED, TRAINED AND CERTIFIED PERSONNEL.

FALL PROTECTION SYSTEMS SHALL BE INSTALLED BY MANUFACTURER’S

MANUFACTURER’S INSTRUCTIONS.

INSTALL ACCORDING TO THE APPROVED SHOP DRAWINGS AND

MANUFACTURED BY FLEXIBLE LIFELINE SYSTEMS OR APPROVED EQUAL.

FLEXRIDGE TYPE FALL PROTECTION SYSTEM

FALL PROTECTION SYSTEM

NOT TO SCALE

FALL PROTECTION SYSTEM, ROOF DETAIL

DOWNSPOUT DETAIL (TYP)

PURLIN DETAIL-1, 2

AE 11

AE 11

AE 11

AE 11

AE 11

w/ VAPOR BARRIER

BATT. INSULATION "R"VALUE=30

w/ VAPOR BARRIER

BATT. INSULATION "R"VALUE=30

w/ VAPOR BARRIER

BATT. INSULATION "R"VALUE=15.8

w/VAPOR BARRIER

BATT. INSULATION "R"VALUE=15.8

NOTES :

AND SSMR FOR APPROVAL.

1. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR ROOF STRUCTURE

SSMR (STANDING SEAM METAL ROOF)

(2-1 ADA, HQ)