W90VN921R0059 DRAWING HS-00608-0J.pdf

PDF 7 MB Posted Jul 8, 2021

Attached to: Repair B&G Storage Shed, B# S372, S373 & S374, Cp Carroll
Solicitation number: W90VN921R0059
Issued by: Department of the Army Materiel Command Army Contracting Command

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W90VN921R0059.pdf	PDF	Jul 8, 2021

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SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 21 - 16

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

HS-00608-0J

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

YI, TONG KI

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

C - 12

C - 23

C - 34

C - 45

C - 56

C - 67

AE - 18

AE - 29

ARCHITECTURAL

AE - 310

AE - 411

AE - 512

AE - 613

14 13 OF 25

AE - 815 14 OF 25

SF - 1

AE - 7

CIVIL

LOCATION PLAN

BLDG NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

BLDG NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

PROJECT NO. HS-00608-0J, CAMP CARROLL

CAMP CARROLL

SF - 5

SF - 6

SF - 4

SF - 2

SF - 3

SF - 7

SF - 8

25 OF 25SF - 9

REMOVAL PLAN

SITE LAYOUT PLAN

TYPICAL SECTIONS (1 OF 2)

TYPICAL SECTIONS (2 OF 2)

AC PAVEMENT AND CONCRETE DITCH DETAILS

BUILDING SECTION, BLDG. #372

TYPICAL CONCRETE SLAB DETAIL (TYP)

ENLARGED PLAN & DETAIL

ENLARGED PLAN & DETAIL (TYP)

SECTION, BLDG. #374, FOOTING DETAIL, F1 AND ENLARGED DETAIL

FLOOR PLAN, ROOF PLAN, SECTION AND LEGEND

TYPICAL STEEL DETAILS

STANDARD HOOK, TYPICAL BEAM DETAILS, BEAM & GIRDER JOINT DETAIL, AND NOTES

STRUCTURAL GENERAL NOTES

NEW FLOOR PLAN, ROOF PLAN, AND ELEVATIONS, BLDG. #374

NEW FLOOR PLAN, ROOF PLAN, AND ELEVATIONS, BLDG. #373

NEW FLOOR PLAN, ROOF PLAN, AND ELEVATIONS, BLDG. #372

NOTES

EXISTING FLOOR PLAN AND SECTION, BLDG. #372, BLDG. #373, BLDG. #374, GENERAL NOTES AND DEMOLITION

AE - 9

GUTTER DETAILS, CONC SPLASHBLOCK, EXTERIOR FINISH SCHEDULE AND NOTE

ROOF DETAIL-1, DETAIL-2, FALL PROTECTION DETAIL AND NOTES

AE - 10

SCOPE OF WORK AND NOTES

BUILDING SECTION, BLDG. #373

BUILDING SECTION, BLDG. #374

TYPICAL CONCRETE DETAIL AND DESIGN CRITERIA AND NOTES

WORK PLAN SPECIAL REQUIREMENTS

DATE: 23 JUN 21

RAWINGS AND DETAIL DRAWINGS FOR CONSTRUCTION.

6. THE CONTRACTOR SHALL SUBMIT AND GET APPROVAL OF SHOP

SOLICITATION PHASE IS ENCOURAGED.

AND THEREFORE, ATTENDANCE AT SITE SURVEY DURING THE

LAYOUT PLAN MAY CHANGE DEPENDING ON THE SITE CONDITIONS

5. THE CONTRACTOR SHALL CONSIDER THAT THE PROPOSED SITE

DEMOLITION.

UNLESS OTHERWISE AT GOVERNMENT’S DISCRETION SUCH AS

QUANTITIES FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTION

DRAWINGS AND STRUCTURAL ANALYSIS WITH BILL OF MATERIAL AND

THE PAC) AND 100% (50 CALENDAR DAYS AFTER THE PAC) STRUCTURAL

4. THE CONTRACTOR SHALL SUBMIT 50% (30 CALENDAR DAYS AFTER

THE TECHNICAL EVALUATION STAGE.

CONCEPT DRAWING WILL BE REVIEWED FOR ITS ACCEPTABILITY DURING

SUPPORT BRIGADE (CSB) INCLUDED WITH THEIR PROPOSAL. THE

SCOPE OF WORK TO THE DESIGN BRANCH VIA 411TH CONTRACTING

3. THE CONTRACTOR SHALL SUBMIT CONCEPT DRAWINGS, INCLUDING

IMPACT DESIGN AND CONSTRUCTION.

GET A CLEAR UNDERSTANDING OF THE SITE OVERVIEW WHICH COULD

SITE ORIENTATION CONDUCTED BY CONTRACTING OFFICE AND DPW TO

2. IT IS HIGHLY RECOMMENDED FOR THE CONTRACTOR TO ATTEND THE

BE CARRIED OUT AS A WORK PLAN.

1. THE STRUCTURAL DESIGN OF THE ARCHITECTURAL SECTOR SHALL

KU, HUN MO

CHI, K. K.

D - 21 - 16HS-00608-0J

CIVIL

AS SHOWN

HGFEDCBA

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:

1 LOCATION PLAN

1 SCALE : 1 / 5000

LOCATION PLAN

C-1

THIS PROJECT

GRAPHIC SCALE

(IN METERS)

SCALE: 1 :5000

0 50 100 200

SEE SITE LAYOUT PLAN

CAMP CARROLL

S-940 Tennis Court

S-294 Court Tennis

S-296 Court Tennis

S-165 Volleyball Court

T-646

S-671

S-672

S-673

S-674

S -644

T-780

T-508

S-86

S -7

T -6

T -5

T -7

T -5

S-961

T-533

T -5

S-714

S -8

T-377

T-584

T -3

T-3

S-531

T-417

T-863

T-765

T-368

T-507

T-772

S-967

T-924

T-575

T-696S-603

T-928

T-691

S-102

T-521

T-558

T-989

T-342

T-681

T-343

S-965

T-116

T-504

T-315

T-385

T-617

T-661

T-693

T-766

T-764

T-768

T-769

T-271

T-763

T-160

T-299

T-414

T-413

T-104

T-120

S-954

S-994

T-653

S-860 Substation Electrical

S-360 Substation Electrical

S-576 Substation Electrical

S-133 bridge Foot

GATE 2

GATE 1

GATE 4

GATE 3

S-118 Electronic Sign

S-781

Flag Pole

S-390

DEAD MEMORIAL

KOREAN WAR

S-730

RANGE

QUALIFICATION

ZERO AND

25M RIFLE S-725

TESTING POND

BRIDGING BOAT

AMPITHEATRE

CAC

S-847

S-865 Bridge

Railroad

S-300 Road Bridge

T-534

T-677

T-659

T-311

T-386

T-700

T-826

T-619

T-376

S-114

T-519

T-625

S-983

S-984

S-387

T-509B

T-509-2

T-578 Vehicle Scales

T-509-1

S-284

T-115

S-401

S-383 Bus Stop 9

S-933 Bus Stop 6

S-621 Vehicle Scales

S-701

T-369

S-378

T-89

T-513

S-669 Station

Hunter Brake

S-328

S-329

T-509C

T-503 Bus Stop 1

S-622

T-624

S-639

T-416

T-827

S-350

T-415

T-979

S-667

S-705

T-926

T-577

T-720 Bus Stop 5

T-412

T-509D

T-509A

S-839

S-835

S-665

S-840

S-837

S-836

S-605

S-606

S-607

S-608

S-985

S-955

S-709

S-510

S-326

S-530

S-818

S-817

S-135

S-620

S-151

S-821

S-405

T-645

S-846

T -5

S-327

S -5

S-970

S-117

S-601

S-684

S-138

S-388

S-139

S-668

S-831

S-825

S-917

S-915

S -9

S-612

S -9

S-256

S-111

S-233

S-563

S-110

S-711

T-

S-231

S-396

S-230

S-100 S-235

S-375

S -9

S-136

S-403

T-565

S-253

S-250

S-977

S-676

S-254

S-573

S-946

S-998

S-203

S-841

S-123

S-938

S-657

S-914

T-516

S-341

S-911

S-113

T-520

S-913

S-141 S-143

S-142

S-264

S-731

S-101

S -309

S -2

S -7

S -9

T -9

S -9

S -2

S -9

S -6

S-675

S-320

S -8

S -9

T -5

S-9

S -9

S -3

T-318

S -4

S -6

S -3

S -8

S-9

S -6

S -8

T-126

S-121

T-125

T-127

T-207

S -1

T-236

S -9

S -6

T-206

S -3

S -9

T -3

S -3

S-154

S -9

S -8

S-974

S-321

S-

S-910S -4

S-340

S -6

S-349

S-301

S -611

T -3

S -6

S -7

S-140

S -6

S-718

S -7

S-137

S -6

S-842

S-351

S-512

S-205

S -5

S-336

S-239

S -9

S -3

S-267

S-509

T-359

S -3

S-532

S -9

S-655

S-208

T -7

S-702

S-163

S-304

T-515

S-733

S-732

S-642

S-627

T-384

S -3

T -5

T -3

S-312

S-666

S-420

S-973

T -3

T-580

S-679

T-996

S-925

T-997

S-931

T-631

T -2

S-131

S-919

T -3

T-521

S-395

S-397

S-918

S-944

T-195

T-196

T-198

T-197

T-194

T-199

S-119

S-739

S-3

S-647

T-261

S-164

S-626

T-130

S-717

S-402

T-572

T-189

T-406

T-193

T-958

S-88

S-348

T-581

S-265

S-640

S-953

S-411

S-664

S-654

S-344

S-511

S-982

S-968

S-929

T-155

S-972

T-582

S-771

S-95

T-409

S-916

S-947

S-957

S-956

S-719

T-762

S-770

S-162

S-161

T-317 Tower Cooling T-923

S-93

S-922

T-814

T-812

T-569

T-635

S-995

T-810

T-280

T-811

T-633

T-103

T-813

T-637

T-636

S-741

S-845 Washrack

S-693 Washrack

S-404 Washrack

S-976 Washrack

S-939 Washrack

S-987 Washrack

S-927 Washrack

T-6

S-703

PLANT

TREATMENT

SEWAGE

S-820

S-87

S-150

S-144

WETLAND

CAMP CARROLL

S-978 Substation Electrical

S-870

CLINIC

HEALTH/DENTAL

DFAC

TEMF

S T O

R A G E

O R

G A N

A T

N A L

UNION

S-719

T -9

Gate Access Farmer

T-3

3 2 3

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

1 25

23 JUN 21

53.906AC

54.009AC

54.102AC

54.413AC

54.308AC

54.241AC

54.159AC

54.061AC

54.035AC

54.023AC

54.051AC

53.962AC

54.012MARK

54.049MARK

54.099MARK

54.151MARK

54.08DIT

54.051DIT

53.786DIT53.788DIT

53.488DIT

53.582DIT

54.077DIT

53.846DIT

53.901DIT

53.924DIT

53.489DIT53.471DIT

53.37DIT

53.356DIT

53.288DIT

53.053DIT

104153.074DIT

53.193DIT

53.818DIT

53.83DIT

53.691DIT

53.3DIT

53.346DIT

54.662DIT

54.777DIT

54.476DIT

54.516DIT

54.471DIT

53.074DIT

53.318DIT

53.332DIT

53.064DIT

53.09DIT

53.096DIT

53.177DIT

53.356DIT

139653.37DIT

147853.283DIT

53.332DIT

53.194DIT

53.08DIT

53.132DIT

53.321DIT

148453.318DIT

52.994DIT

54.351DIT

53.884DIT

53.753DIT

53.113DIT

53.178DIT

54.029DIT

54.204DIT

149354.612DIT

53.781BLDG

53.723BLDG

54.753BLDG

55.599BLDG

54.685BLDG

54.226BLDG

54.879BLDG

54.102BLDG

54.981BLDG

53.741BLDG 53.695BLDG

56.753BLDG

53.394BLDG

53.424BLDG

53.673BLDG

53.811BLDG

54.792STOOP

54.698STOOP

54.708STOOP

55.498CLF

54.791CLF

55.732CLF

55.714CLF

54.298CLF

54.467CLF

54.658CLF

54.191CLF

53.988CLF

53.952CLF

53.454CLF

53.548CLF

53.368CLF 53.243CLF

53.364CLF

138753.518CLF

145953.26CLF

53.214CLF

147753.435CLF

54.294PAD

54.298PAD

54.295PAD

54.025PAD

54.03PAD

54.776PAD

54.97PAD

54.148PAD

54.206PAD

54.409PAD

54.273GAS

54.029OIL

53.99GRA

53.993GRA

54.385GRA

54.581GRA 54.599GRA

54.679GRA 54.691GRA

54.686GRA

55.404GRA

54.168GRA

54.575GRA

108253.69GRA

53.834GRA

53.861GRA

53.905GRA

53.918GRA

53.963GRA

108853.965GRA

54.712EP

55.216EP

55.445EP

54.272GATE

53.858GATE

54.066GATE

54.218GATE

55.214TREE

55.134TREE

54.203TREE

53.724TREE

53.702TREE

54.238TREE

54.363TREE

54.523TREE

54.541TREE

54.552TREE

54.303TREE

54.584TREE

54.566TREE

54.726TREE

54.632TREE

54.543TREE

54.517TREE

54.547TREE

54.56TREE

54.545TREE

54.516TREE

54.494TREE

54.448TREE

54.45TREE

54.476TREE

54.468TREE

53.437TREE

53.495TREE 53.438TREE

53.901TREE

53.315TREE

53.97TREE

53.864TREE

53.707TREE

54.315GL

54.213GL

54.018GL

53.854GL

53.967GL

54.018GL

53.934GL

53.861GL

53.753GL

53.794GL

53.88GL

54.079GL

54.064GL

53.898GL

54.05GL

54.119GL

54.175GL

54.19GL

54.028GL

54.234GL

54.522GL

54.585GL

54.209GL

54.118GL

54.266GL

54.668GL

54.699GL

54.139GL

54.379GL

54.192GL

54.214GL

54.366GL

54.095GL

54.062GL

54.065GL

54.058GL

53.985GL

53.987GL

53.861GL

53.786GL

53.793GL

53.785GL

53.879GL

53.901GL

53.989GL

54.051GL

54.064GL

54.092GL

54.148GL

54.01GL

53.909GL

53.885GL

53.991GL

54.081GL

54.036GL

53.993GL

53.968GL

53.85GL

53.878GL

53.779GL

53.742GL

53.837GL

53.93GL

53.94GL

53.93GL

53.858GL

53.771GL

53.482GL

53.517GL

53.626GL

53.692GL

53.512GL

53.441GL

53.408GL

53.355GL

53.405GL

53.566GL

53.603GL

53.547GL

53.462GL

118453.858GL

53.92GL

54.027GL

54.296GL

54.19GL

54.084GL

54.149GL

54.251GL

54.374GL

54.488GL

54.587GL

54.687GL

54.772GL

54.814GL

54.782GL

54.762GL

54.752GL

54.572GL

54.36GL

54.286GL

54.142GL

54.251GL

54.461GL

54.58GL 54.688GL

54.705GL

54.719GL 54.672GL

54.588GL

54.464GL 54.33GL

54.199GL

54.103GL

54.204GL

54.279GL

54.396GL

54.531GL

54.624GL

54.697GL

54.759GL

54.754GL

54.729GL

54.699GL54.57GL

54.389GL

54.594GL

54.592GL

54.685GL

54.671GL

128854.78GL

54.634GL

54.607GL

54.552GL

54.354GL

53.344GL

53.363GL

53.445GL

53.602GL

53.527GL 53.509GL

53.483GL

53.385GL

53.427GL

53.539GL

53.531GL

53.613GL

53.648GL

53.768GL

53.731GL

53.759GL

53.88GL

54.072GL

54.234GL

54.328GL

54.473GL

54.533GL

54.443GL

54.381GL

54.286GL

54.176GL

54.046GL

53.877GL

53.758GL

53.831GL

53.909GL

54.147GL

54.269GL

54.392GL

54.173GL

54.209GL

54.034GL

54.08GL

54.187GL

54.204GL

54.187GL

54.193GL

54.164GL

54.112GL

54.097GL

54.19GL

54.227GL 54.263GL

54.169GL

54.21GL

54.073GL

54.157GL

54.193GL

54.227GL

54.257GL

53.33GL

53.472GL

53.434GL

53.384GL

53.45GL

53.354GL

53.355GL

53.324GL

53.22GL

53.256GL

53.317GL

53.375GL

53.381GL

53.501GL

53.381GL

53.375GL

53.268GL

53.083GL

53.175GL

53.387GL

53.443GL

53.704GL

53.52GL

53.368GL

54.383GL

54.185GL

53.853GL

53.253GL

53.418GL

53.546GL

53.632GL

53.647GL

53.498GL

150353.395GL

53.341GL

53.381GL

150653.331GL

53.441GL

150853.53GL

53.472GL

151053.379GL

53.255GL

53.145GL

53.565GL

54.506GL

54.806GL

54.513GL

54.4GL

54.278GL

54.321GL

54.319GL

53.844GL

53.971GL

53.831GL 53.879GL

53.465GL

53.272GL

53.148DITIN

53.207DITIN

53.108DITIN

52.809DITIN

52.881DITIN

53.036DITIN

52.967DITIN 52.736DITIN

54.468POST

54.706POST

55.243POST

56.283POST

54.889POST

55.734POST

55.689POST

56.034POST

54.695POST

55.287POST

54.653POST

54.48POST

56.095POST

54.685POST

54.245POST

54.363POST

130054.211POST

54.208POST

54.192POST

54.704A 54.996A

54.978A

54.669B 54.615B

54.785B

53.478WOOD

53.589WOOD

53.392WOOD

53.334WOOD

54.034PILE

54.116PILE

54.202PILE

54.167PILE

54.41PILE

54.386PILE

52.733PILE

53.422PILE

53.474PILE

53.48PILE

53.526PILE

53.61PILE

53.636PILE

53.514PILE

53.607PILE

53.693PILE

53.473PILE

53.397PILE53.715PILE

53.729PILE

53.338PILE 53.33PILE

53.338PILE

53.289PILE

53.364PILE

53.318POND

53.293POND

53.236POND

52.958POND

53.238BREAK

53.158BREAK

54.433RWALL

54.134RWALL

54.573RWALL

55.019RWALL

55.031STEP

55.049STEP

E/P

GAS

MECH.

~AC~

E/P

C-2

REMOVAL NOTES

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

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:

CHI, K. K.

LEGEND:

REMOVAL PLAN

SCALE : 1 / 150

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

S-369

S-345

54.143CLF

REMOVAL PLAN

54.0

55.0

REMOVE EXISTING GRAVEL PAVEMENT

S T

TO BE REPLACED

EXISTING CONCRETE OPEN DITCH

FENCE TO BE RESTORED

EXISTING STONE WALL INCLUDING CHAINLINK

PROJECT WORK LIMIT

SWING GATE TO BE REPLACED

EXISTING CHAINLINK FENCE AND DOUBLE

AND ROOTS

REMOVE EXISTING TREES, SHRUBS, BRANCHES

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

ON THE PROJECT.

BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

CONTRACTING OFFICER.

CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR

THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

SOLID SODDING WITHIN THE WORK BOUNDARY.

CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

14.

13.

10.

11.

12.

15.

16.

SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONSTRUCTION OPERATIONS.

AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY LINES,

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

WILL BE UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

COMMAND" FORM AS A PART OF THIS PROJECT.THE DETAILS

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

O & MA PROJECT, KOREA, REVISION1, 30 OCTOBER 2015,

COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR

2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE

OFFICES AND STORAGE AREAS SHALL BE WITHIN THE

LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE

CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

DETERMINE PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

GENERAL NOTES:

REMOVAL.

WORK LIMITS, AND CONTRACTOR SHALL VERIFY BEFORE TREES/SHRUBS

TREES AND SHRUBS SHALL BE CUT/TRIMMED/REMOVED IN THE PROJECT

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

ALL REMOVAL WORKS SHALL BE CONFINED WITHIN THE PROJECT1.

AS INDICATED AND REQUIRED.

THE ITEMS WITHIN THE PROJECT BOUNDARY SHALL BE REMOVED2.

EXISTING CHAIN-LINK FENCE, ETC.

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF ROADWAY,

EXISTING GROUND FEATURES SHALL BE USED AS A DEMARCATION

PAM 200-1.

KOREAN ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE

IMMEDIATELY TO ITS ORIGINAL OR BETTER CONDITIONS.

RESULT OF THE CONSTRUCTION WORK, CONTRACTOR SHALL RESTORE

EXISTING UNDERGROUND UTILITY LINES HAVE BEEN DAMAGED AS A

ITEMS TO BE REMOVED

CAMP CARROLL

HS-00608-0J

BLDG. #373

BLDG. #372

B L D

(BLDG.#372, #373, #374)

REMOVE EXISTING BUILDING COMPONENTS,

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

D - 21 - 16

2 25

53.906AC

54.009AC

54.102AC

54.413AC

54.308AC

54.241AC

54.159AC

54.061AC

54.035AC

54.023AC

54.051AC

53.962AC

54.012MARK

54.049MARK

54.099MARK

54.151MARK

54.08DIT

53.788DIT

53.582DIT

54.077DIT

53.846DIT

53.901DIT

53.924DIT

53.489DIT53.471DIT

53.37DIT

53.356DIT

53.288DIT

53.053DIT

104153.074DIT

53.193DIT

53.818DIT

53.83DIT

53.3DIT

53.346DIT

54.777DIT

53.074DIT

53.09DIT

52.994DIT

54.029DIT

53.781BLDG

53.723BLDG

54.753BLDG

55.599BLDG

54.685BLDG

54.792STOOP

54.708STOOP

55.498CLF

54.191CLF

53.988CLF

53.952CLF

53.454CLF

53.548CLF

53.368CLF 53.243CLF

53.364CLF

53.518CLF

145953.26CLF

53.214CLF

54.294PAD

54.295PAD

54.025PAD

54.03PAD

54.776PAD

54.97PAD

54.206PAD

54.409PAD

54.029OIL

53.99GRA

54.385GRA

54.679GRA 54.691GRA

54.575GRA

53.69GRA

53.861GRA

53.905GRA

53.918GRA

53.963GRA

108853.965GRA

54.712EP

55.445EP

53.702TREE

54.238TREE

54.363TREE

53.438TREE

53.707TREE

54.315GL

54.213GL

54.018GL

53.967GL

54.018GL

53.861GL

53.753GL

53.794GL

53.88GL

54.079GL

54.064GL

54.05GL

54.119GL

54.175GL

54.19GL

54.585GL

54.668GL

54.699GL

54.062GL

54.065GL

53.861GL

53.786GL

53.85GL

53.779GL

53.742GL

53.837GL

53.93GL

53.94GL

53.93GL

53.858GL

53.771GL

53.482GL

53.517GL

53.626GL

53.692GL

53.512GL

53.441GL

53.408GL

53.355GL

53.405GL

53.566GL

53.603GL

53.547GL

53.462GL

53.858GL

53.92GL

54.027GL

53.344GL

53.363GL

54.533GL

54.112GL

54.157GL

53.33GL

53.434GL

53.384GL

53.45GL

53.354GL

53.355GL

53.324GL

53.22GL

53.256GL

53.317GL

53.375GL

53.381GL

53.375GL

53.268GL

53.083GL

53.175GL

53.387GL

53.443GL

53.704GL

53.52GL

53.368GL

53.53GL

53.472GL

53.379GL

53.255GL

53.565GL

54.506GL

54.806GL

54.513GL

54.4GL

54.278GL

54.321GL

53.844GL

53.971GL

53.879GL

53.465GL

53.148DITIN

53.207DITIN

53.108DITIN

52.809DITIN

52.736DITIN

53.338

53.364

54.433RWALL

54.134RWALL

55.019RWALL

55.049STEP

E/P

GAS

MECH.

E/P

KU, HUN MO

CIVIL

AS SHOWN

HGFEDCBA

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:

CHI, K. K.

SITE LAYOUT PLAN

SCALE : 1 / 150

GRAPHIC SCALE

SCALE: 1 : 150

3000 6000

S-369

S-345

54.143CLF

FFE= 54.80

FFE= 54.70

F F E

#1 (CONSTRUCTION/ALTERATION)

SCOPE OF WORK

#2 (REPAIR/MAINTENANCE)

C-3

SITE LAYOUT PLAN

54.0

53.8

53.6

53.4

54.2

54.6

54.4

54.0

54.6

SEE PAVEMENT DETAILS

BASE COURSE AND SUBBASE COURSE

CONSTRUCT ASPHALT CONCRETE PAVEMENT,

S T

54.273GAS

~AC~

PROJECT WORK LIMIT

EL=54.65

E 42.395 N 2.169

EL=54.80

E 42.395 N 3.669

EL=54.55

E 36.712 N -0.494

EL=54.70

E 36.712 N -1.990

EL=54.70

E 10.779 N -3.855

EL=54.55

E 10.671 N -2.395

EL=54.80

E -0.605 N 3.669

EL=54.65

E -0.605 N 2.169

EL=54.30

E 48.433 N 7.677

EL=54.30

E 41.659 N -17.425

EL=54.15

E 40.219 N -17.034

EL=54.15

E 46.985 N 8.068

(PROJECT WORK LIMIT)

PROVIDE EARTH FILL

WITH NEW SAME AS EXIST.

INCLUDING CHAINLINK FENCE

RESTORE EXISTING STONE WALL

EL=54.273

GAS VALVE BOX

TOP OF EXIST.

TBM

EL=53.950

E -12.244 N -7.996

NAIL #2

SOD WITH TOP SOIL AND SOLID SODDING

NOTES

LEGEND:

ASPHALT CONCRETE PAVEMENT TO BE REPLACED

CHAIN-LINK FENCE TO BE REPLACED

REMOVE EXISTING GRAVEL PAVEMENT.

SOD WITH TOP SOIL AND SOLID SODDING.

SEE STANDARD DETAIL DRAWINGS C-602 & C-606

NECESSARY ACCESSORIES

SWING GATE (W=6,000, H=2,400) INCLUDING

(TYPE FE-6, H=2,400) AND DOUBLE

REPLACE EXISTING CHAINLINK FENCE

REMOVE EXISTING TREES, SHRUBS, BRANCHES AND ROOTS.

SUBBASE COURSE.

CONSTRUCT ASPHALT CONCRETE PAVEMENT, BASE COURSE AND

ACCESSORIES WITH NEW.

DOUBLE SWING GATE (W=6,000, H=2,400) INCLUDING NECESSARY

REPLACE EXISTING CHAINLINK FENCE (TYPE FE-6, H=2,400) AND

WITH NEW.

REPLACE EXISTING CONCRETE OPEN DITCH (W=400, W=500)5.

WITH NEW SAME AS EXIST.

RESTORE EXISTING STONE WALL INCLUDING CHAINLINK FENCE6.

#3 (GENERAL REQUIREMENTS)

1.SEE GENERAL AND REMOVAL NOTES ON DRAWING REF. NO. C-2.

SEE NOTES ON DRAWING REF. NO. C-3.2.

CAMP CARROLL

HS-00608-0J

EL=54.16

E 1.810 N -6.962

FINISHING SURFACES SHALL BE WELL GRADED TO MAKE POSITIVE DRAINAGE SURFACES.2.

BASE COURSE.

CONSTRUCT PORTLAND CEMENT CONCRETE PAVEMENT INCLUDING

3 3

SEE TYP. SECTIONS & DETAIL

OPEN DITCH, (W=500)

REPLACE EXISTING CONCRETE

3 3 6

SEE TYP. SECTION

PAVEMENT INCLUDING BASE COURSE

CONSTRUCT PORTLAND CEMENT CONCRETE

SEE TYP. SECTIONS & DETAIL

OPEN DITCH, (W=400)

REPLACE EXISTING CONCRETE

3 3 6

SOLID SODDING AND TOPSOIL.

ALL UNPAVED AREAS WITHIN THE PROJECT WORK LIMIT SHALL BE COVERED WITH

EL=54.41

E 0.000 N 0.000

NAIL #1

BLDG. #372

BLDG. #373

B L D

CREEPER AND ETC. WITHIN THE PROJECT LIMIT.

CONTRACTOR SHALL CLEAN ALL EXISTING DITCHES AND STACK OF FALLEN LEAVES,

REMOVE EXISTING BUILDING COMPONENTS, (BLDG. #372, #373, #374).

FENCE TO BE RESTORED

EXISTING STONE WALL INCLUDING CHAINLINK

SEE ARCHITECTURAL DRAWINGS FOR THE OPEN SHEDS DETAILS.

(PROJECT WORK LIMIT)

AND FINISH GRADE

EXCAVATE AND COMPACT SUBGRADE

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

D - 21 - 16

3 25

23 JUN 21

DISCRETION.

AND OTHER NECESSARY RELATED TASKS AT GOVERNMENT’S

PROVIDE EARTH WORKS INCLUDING EXCAVATION, COMPACTION

CIVIL

AS SHOWN

HGFEDCBA

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:

CHI, K. K.

C-4

STRUCTURAL FILL

750 750500

CHAIN-LINK FENCE

STONE WALL

CONCRETE OPEN DITCH

CONCRETE BASE

200800

(W=VAR.)

SEE SITE PLAN

S=5%

CAMP CARROLL

HS-00608-0J

3 3

1, (T

Y P

COURSE (T=100)

PAVEMENT (T=100) AND BASE

PORTLAND CEMENT CONCRETE

EL=54.65

STRUCTURAL FILL

3 (MAX.)

CHAIN-LINK FENCE

CONCRETE OPEN DITCH

SEE SITE PLAN

(W=VAR.)

SLOPE

750 750500

(T Y P

5% SLOPE

(MIN.)

1,225 (TYP.)

EL=54.15

SCALE : 1 / 25 SCALE : 1 / 25

#372

BLDG.

#374

BLDG.

SEE ARCH.DRAWINGS

CONCRETE SLAB

SEE ARCH. DRAWINGS

CONCRETE FOOTING

SEE ARCH.DRAWINGS

CONCRETE SLAB

SEE ARCH. DRAWINGS

CONCRETE FOOTING

TYPICAL SECTION TYPICAL SECTION

AT MAXIMUM 15METER INTERVALS AND CONSTRACTION JOINTS AT EVERY 5METERS.

PROVIDE EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENT1.

NOTE

TYPICAL SECTIONS (1 OF 2)

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

D - 21 - 16

4 25

AS SHOWN

HGFEDCBA

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:

CHI, K. K.

C-5

CAMP CARROLL

HS-00608-0J

3 5

FFE=54.70

FFE=54.30

(ASSUMED)

EL.=54.15

(TYP.)

10% SLO

VARIES

SEE SITE LAYOUT PLAN

1,500 (TYP.)

SLOPE

FINISH GRADE

3 5

FFE=54.80 FFE=54.70

(TYP.)

10% SLO

PE(TYP.)

10% SLOPE

VARIES

SEE SITE LAYOUT PLAN

1,500 (TYP.) 1,500 (TYP.)

(ASUMED)

EL.=56.65

(ASSUMED)

EL.=56.55

FINISH GRADE

SCALE : 1 / 25

#372

BLDG.

#373

BLDG.

#373

BLDG.

#374

BLDG.

TYPICAL SECTION

TYPICAL SECTIONS (2 OF 2)

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

D - 21 - 16

5 25

AS SHOWN

HGFEDCBA

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:

CHI, K. K.

fy = 440 Mpa fy = 392 Mpa (GRADE 60)

Fnt = 310 Mpa fu = 482 Mpa

1. CONCRETE : (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

ALL CONCRETE UNLESS NOTED OTHERWISE

HOT-ROLLED DEFORMED BAR

2. STEEL

WELDED WIRE FABRIC

4. BOLTS :

ASTM A307,

3. WELDING ELECTRODE:

CONCRETE

CONFORM TO ACI STANDARDS (ACI 318, ACI 301 ETC.)

1. ALL WORK FOR CONCRETE AND REINFORCING STEEL SHALL

CONCRETE FINISH

f’c = 21 MPa

PATH.

1. APPLY BROOM FINISH PERPENDICULAR TO RAMP AND SIDEWALK

MATERIAL STRENGTHS

AC PAVEMENT AND CONCRETE DITCH DETAILS

CAMP CARROLL

HS-00608-0J

6 25 C-6

PROVIDE EXPANSION JOINT AT MAX. 15METER INTERVALS.1.

NOTE:

PLAN

NOT TO SCALE

1 CONCRETE DITCH

NOT TO SCALE

AC PAVEMENT TRANSITION DETAIL

EXST. AC SURFACE

EXST. SUBBASE COURSE

NEW AC PAVED

SECTION

COAT

BITUMINOUS TACK

SAW CUT & APPLY

NEW AC PAVEMENT

EXST. BASE COURSE

EXST. AC PAVEMENT

MIN.

PRIME COAT

NEW ASPHALT CONCRETE

PRIME COAT

ASPHALT CONCRETE PAVEMENT (T=75)

100% LABORATORY MAX. DENSITY.

COMPACTED TO AT LEAST

(STABILIZED AGGREGATE)

AGGREGATE BASE COURSE (T=225)

NOT TO SCALE3

100% LABORATORY MAX. DENSITY

COMPACTED TO AT LEAST

SUBBASE COURSE (T=300)

D13 @ 250 O.C.E.W

200150 200 150

FINISH GRADE

Y P

COMPACTED NFSM

CONCRETE OPEN DITCH

SECTION (TYPE- I)

200150 200 150

D10 @ 250 O.C.E.W

FINISH GRADE

CONCRETE OPEN DITCH

SECTION (TYPE- II)

400 / (500) 400 / (500)

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

D - 21 - 16

HGFEDCBA

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

AE-01

D - 21 - 16

23 JUN 21

7 25

FLOOR: 1

BUILDING: 372

42500mm

139’-5" m m

FLOOR: 1

BUILDING: 373

19800mm

65’-0" m m

20000mm

65’-7" m m

FLOOR: 1

BUILDING: 374

THE PROJECT LIMITS INDICATED.

UNLESS OTHERWISE NOTED, ALL DEMOLITION WORK SHALL BE CONFINED WITHIN

EDGE OF PAVEMENT, EDGE OF ROADWAY, EXISTING CHAIN LINK FENCE, ETC.

ROADWAYS SHALL BE USED AS A DEMARCATION FOR THE PROJECT LIMITS, I.E.,

PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND FEATURES AND

BY THE CONTRACTOR.

IMMEDIATELY TO THEIR ORIGINAL OR BETTER CONDITION AND SHALL BE PAID FOR

BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION WORK, SHALL BE RESTORED

EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT WHICH HAVE

GENERAL NOTES

THE CONTRACTING OFFICER.

ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF

CONDITION AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING

CONDITION TO ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER.

DAMAGES TO EXISTING AREAS CAUSED BY THIS PROJECT AND TO MATCH

THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT OR REPAIR ALL

SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

AND SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND

LIGHTS, FLARES, BARRICADES, MARKERS, CONES AND OTHER PROTECTIVE FACILITIES

THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS,

SAFETY AND HEALTH REQUIREMENTS MANUAL EM 385-1-1 LATEST EDITION.

THE CONTRACTOR SHALL PERFORM ALL WORKS IN ACCORDANCE WITH USACE

FOR APPROVAL TO THE CONTRACTING OFFICER

CONTRACTOR SHALL SUBMIT MANUFACTURERS INSTALLATION SHOP DRAWINGS

CONTAINMENT AND CLEAN-UP SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EFFORT AND RENDER THE SITE CLEAN. ALL COSTS INCURRED FOR SPILL

CLEAN-UP THE SPILL. THE CONTRACTING OFFICER SHALL OVERSEE THE CLEAN-UP

OFFICER AND UTILIZE APPROPRIATE MEASURES TO CONTAIN AND ADEQUATELY

DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS CAUSED

CONTRACTING OFFICER AND USER.

THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

10.

APPROVED BY THE C.O. OR HIS COR. BEFORE FABRICATION AND INSTALLATION.

DRAWINGS FOR ALL DOOR AND WINDOW DETAILS AND DRAWING SHALL BE

MANUFACTURER’S INSTRUCTIONS. THE CONTRACTOR SHALL PREPARE SHOP

ALL DOORS AND WINDOWS SHALL BE FABRICATED I.A.W. SPECIFICATIONS AND

WORK.

BE DONE TO INSURE ROUGH-IN WORK IS ACCOMPLISHED PRIOR TO FINISHING

TELEPHONE AND FIRE ALARM SYSTEM COORDINATION OF THIS WORK MUST

THE INSTALLATION AND REPLACEMENT OF MECHANICAL, ELECTRICAL,

CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING TO MAKE WAY FOR

CONTRACT.

ARCHITECTURAL SCOPE OF WORK AT NO ADDITIONAL COST TO THE PROJECT

A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED TO ACCOMPLISH THE

THE ARMY INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE" FORM

DRAWINGS FOR O&MA PROJECTS, KOREA, NOVEMBER 30, 2015, DEPARTMENT OF

THE ARCHITECTURAL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

FOR KOREA, USFK REGULATION 201-1.

ENVIRONMENTAL LAWS AND THE ENVIRONMENTAL GOVERNING STANDARDS

ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE KOREA

OR REQUIRED FOR ADJACENT FACILITIES.

IN ORDER TO BE ASSURED THAT SUCH EXISTING UTILITIES ARE NO LONGER IN USE

COORDINATE DEMOLITION OF EXISTING UTILITIES WITH THE CONTRACTING OFFICER

BUILDING INFORMATION

DEMOLITION NOTES

m m

4320mm

14’-2"

AE 01

SCALE : 1 / 100

m m m m

5644mm

18’-6"

6000mm

19’-8"

AE 01

SCALE : 1 / 100

AE 01

SCALE : 1 / 100

m m m m

6144mm

20’-2"

6500mm

21’-4"

BUILDING INFORMATION

EXISTING FLOOR PLAN AND SECTION, BLDG. #373

EXISTING FLOOR PLAN AND SECTION, BLDG. #372

EXISTING FLOOR PLAN AND SECTION, BLDG. #374

HS-00608-0J

01AE

AE 01

01AE

LEGEND

WOOD COLUMN

STEEL COLUMN

CONCRETE FOOTING

CHAIN LINK FENCE & GATE

GENERAL NOTES AND DEMOLITION NOTES

BLDG. #372, BLDG. #373, BLDG. #374,

EXISTING FLOOR PLAN AND SECTION,

KIM, CHI SOP

MUN, SON KI

42,500mm X 4,600mm, 195.5 SM (2,104 SF)

1. BUILDING #372: WOODEN STRUCTURE OPEN SHED

19,800mm X 6,000mm, 118.8 SM (1,279 SF)

2. BUILDING #373: STEEL STRUCTURE OPEN SHED

4600mm

15’-1"

20,000mm X 6,500mm, 130 SM (1,399 SF)

3. BUILDING #374: STEEL STRUCTURE OPEN SHED

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

HGFEDCBA

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

AE-02

D - 21 - 16

HS-00608-0J

SCOPE OF WORKSCOPE OF WORK

[ BLDG. #372 ]

STEEL TRUSSES, STEEL FRAME AND NECESSARY ACCESSORIES.

REPLACE EXISTING METAL ROOF AND WOOD FRAME WITH NEW INCLUDING PROTECTED METAL ROOFING SYSTEM, [ BLDG. #373 ]

FOR ROOF SUPPORT COLUMNS

REPLACE EXISTING REINFORCED CONCRETE FOOTINGS WITH NEW INCLUDING NECESSARY ACCESSORIES

STEEL TRUSSES, STEEL FRAME AND NECESSARY ACCESSORIES.

REPLACE EXISTING METAL ROOF SYSTEM WITH NEW INCLUDING PROTECTED METAL ROOFING SYSTEM, [ BLDG. #374 ]

STEEL TRUSSES, STEEL FRAME AND NECESSARY ACCESSORIES.

REPLACE EXISTING METAL ROOF SYSTEM WITH NEW INCLUDING PROTECTED METAL ROOFING SYSTEM, 7 REPLACE EXISTING SIGN WITH NEW.

7 REPLACE EXISTING SIGN WITH NEW.

8 PAINT ALL INTERIOR AND EXTERIOR SURFACES WITH SEALANT WORK.

MUN, SON KI

KIM, CHI SOP

CONSTRUCTION / ALTERATION : L - WORK

[ BLDG. #372 ]

[ BLDG. #373 ]

[ BLDG. #374 ]

PAINT ALL INTERIOR AND EXTERIOR SURFACES WITH SEALANT WORK.

INSTALL NEW METAL ROOFING SYSTEM, STEEL TRUSSES AND STEEL FRAME INCLUDING NECESSARY ACCESSORIES.

REPAIR / MAINTAINANCE : K - WORK

AND SUPPORT FRAME INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING WOOD COLUMN STRUCTURE WITH NEW STEEL COLUMNS, RAFTER BEAMS, GIRDER BEAMS

NECESSARY ACCESSORIES.

REPLACE EXISTING METAL WALL WITH NEW INCLUDING PROTECTED METAL WALL METAL SUPPORT AND

AND SUPPORT FRAME INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING STEEL COLUMN STRUCTURE WITH NEW STEEL COLUMNS, RAFTER BEAMS, GIRDER BEAMS

AND NECESSARY ACCESSORIES.

REPLACE EXISTING METAL WALL WITH NEW INCLUDING PROTECTED METAL WALL, METAL SUPPORT

AND SUPPORT FRAME INCLUDING NECESSARY ACCESSORIES.

REPLACE EXISTING STEEL COLUMN STRUCTURE WITH NEW STEEL COLUMNS, RAFTER BEAMS, GIRDER BEAMS

AND NECESSARY ACCESSORIES.

REPLACE EXISTING METAL WALL WITH NEW INCLUDING PROTECTED METAL WALL, METAL SUPPORT

INSTALL NEW PROTECTED METAL WALL, METAL SUPPORT AND INCLUDING NECESSARY ACCESSORIES.

INSTALL NEW FLOOR CONCRETE SLAB WITH REINFORCING BAR INCLUDING JOINT AND NECESSARY ACCESSORIES.

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

AND NOTES

SCOPE OF WORK

SYSTEM.

THE CONTRACTOR SHALL APPLY ANTI CORROSIVE PAINT (MORE THAN 2 TIMES) FOR ALL STEEL STRUCTURE

THIS DRAWING IS THE CONCEPTUAL DRAWING OF CONSTRUCTION STRUCTURE SYSTEM FOR THIS PROJECT.

SPECIFIC NOTES: BLDG. #372, #373, #374

APPROVAL.

SYSTEM FOR FOLKLIFT WORKING RADIUS) WITH THE STRUCTURAL ANALYSIS REPORT TO DWP FOR

CONTRACTOR SHALL SUBMIT DETAIL DRAWINGS OF STEEL STRUCTURE SYSTEM (NO INTERIOR COLUMN

THIS DRAWING HAS BEEN PROVIDED GENERAL INFORMATION.

ANALYSIS.

THE SIZE AND THICKNESS OF THE STRUCTURAL COMPONENTS MAY BE CHANGED BY STRUCTURAL

8 25

PROVIDE NEW FLOOR CONCRETE SLAB WITH REINFORCING BAR INCLUDING JOINT AND NECESSARY ACCESSORIES.

PROVIDE NEW REINFORCED CONCRETE FOOTINGS FOR ROOF SUPPORT COLUMNS INCLUDING NECESSARY ACCESSORIES.

PROVIDE NEW METAL RAIN GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS.

PROVIDE NEW FLOOR CONCRETE SLAB WITH REINFORCING BAR INCLUDING JOINT AND NECESSARY ACCESSORIES.

PROVIDE NEW METAL RAIN GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS.

PROVIDE NEW FLOOR CONCRETE SLAB WITH REINFORCING BAR INCLUDING JOINT AND NECESSARY ACCESSORIES.

FOR ROOF SUPPORT COLUMNS

REPLACE EXISTING REINFORCED CONCRETE FOOTINGS WITH NEW INCLUDING NECESSARY ACCESSORIES

PROVIDE NEW METAL RAIN GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS.

HGFEDCBA

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

AE-03

D - 21 - 16

HS-00608-0J

MUN, SON KI

KIM, CHI SOP

ELEVATIONS

AE 03

SCALE : 1 / 100

NEW FLOOR PLAN, ROOF PLAN, ELEVATIONS, BLDG. #372

m m

AE03

AND ELEVATIONS, BLDG. #372

NEW FLOOR PLAN, ROOF PLAN,

BUILDING INFORMATION

43,000mm X 4,600mm, 197.8 SM (2,129 SF)

BUILDING #372:

METAL WALL

PROTECTED

METAL FASCIA

PROTECTED

METAL ROOFING

STANDING SEAM

m m

8500mm

27’-11"

43700mm

143’-4" m m m m

43000mm

141’-1"

600mm

2’-0"

600mm

2’-0" m m m m

DS DS DS DS DS DS

m m m m m m

43700mm

143’-4"

600mm

2’-0"

600mm

2’-0"

METAL ROOFING

STANDING SEAM

R O

O F

S L

O P

E R

O P

A B C D E F

NEW FLOOR PLAN

NEW ROOF PLAN

FLOOR: 1

BUILDING: 372

FLOOR: 1

BUILDING: 372

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

REMOVABLE BOLLARD

METAL WALL

PROTECTED

METAL WALL

PROTECTED

METAL WALL

PROTECTED

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

9 25

HGFEDCBA

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

AE-04

D - 21 - 16

HS-00608-0J

MUN, SON KI

KIM, CHI SOP

ELEVATIONS

AE 04

SCALE : 1 / 100

NEW FLOOR PLAN, ROOF PLAN, ELEVATIONS, BLDG. #373

m m

AND ELEVATIONS, BLDG. #373

NEW FLOOR PLAN, ROOF PLAN,

BUILDING INFORMATION

26,000mm X 6,500mm, 169 SM (1819 SF)

BUILDING #373:

METAL WALL

PROTECTED

METAL FASCIA

PROTECTED

METAL ROOFING

STANDING SEAM

m m

NEW FLOOR PLAN

NEW ROOF PLAN

AE04

8500mm

27’-11"

26700mm

87’-7"

8500mm

27’-11"

8500mm

27’-11" m m m m

26000mm

85’-4"

600mm

2’-0"

600mm

2’-0" m m m m

A B C D

DS DS DS DS

m m m m m m

26700mm

87’-7"

600mm

2’-0"

600mm

2’-0"

METAL ROOFING

STANDING SEAM

R O

O P

E R

O P

AE04

FLOOR: 1

BUILDING: 373

FLOOR: 1

BUILDING: 373

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

REMOVABLE BOLLARD

METAL WALL

PROTECTED

METAL WALL

PROTECTED

METAL WALL

PROTECTED

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

10 25

HGFEDCBA

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

AE-05

D - 21 - 16

HS-00608-0J

MUN, SON KI

KIM, CHI SOP

AND ELEVATIONS, BLDG. #374

NEW FLOOR PLAN, ROOF PLAN,

AE 05

SCALE : 1 / 100

NEW FLOOR PLAN, ROOF PLAN, ELEVATIONS, BLDG. #374

ELEVATIONS

N m m

BUILDING INFORMATION

METAL WALL

PROTECTED

METAL FASCIA

PROTECTED

METAL ROOFING

STANDING SEAM

m m

NEW ROOF PLAN

NEW FLOOR PLAN

AE05

8500mm

27’-11"

26700mm

87’-7"

8500mm

27’-11"

8500mm

27’-11" m m m m

26000mm

85’-4"

600mm

2’-0"

600mm

2’-0" m m m m

A B C D

DS DS DS DS

m m m m m m

26700mm

87’-7"

600mm

2’-0"

600mm

2’-0"

METAL ROOFING

STANDING SEAM

R O

O P

R O

O P

FLOOR: 1

BUILDING: 374

FLOOR: 1

BUILDING: 374

06AE

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

26,000mm X 7,200mm, 187.2 SM (2015 SF)

BUILDING #374:

AE06

REMOVABLE BOLLARD

METAL WALL

PROTECTED

METAL WALL

PROTECTED

METAL WALL

PROTECTED

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

11 25

HGFEDCBA

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

AE-06

D - 21 - 16

HS-00608-0J

MUN, SON KI

KIM, CHI SOP

AE 06

SCALE : 1 / 50

BUILDING SECTION, BLDG. #372

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

m m

REMOVABLE BOLLARD

CONCRETE SLAB

METAL DOWNSPOUT

PROTECTED

TYP

METAL GUTTER

PROTECTED

TYP

METAL ROOFING

STANDING SEAM

SEE STRUC

STEEL COLUMN

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

600mm

2’-0"

600mm

2’-0"

CONCRETE SLAB

B C

8500mm

27’-11"

CONCRETE SLAB

8500mm

27’-11"

D E F

BUILDING SECTION, BLDG. #372

SCALE : 1 / 100

43700mm

143’-4" 4100mm

13’-5"

BUILDING SECTION, BLDG. #372

12 25

HGFEDCBA

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

D - 21 - 16HS-00608-0J

MUN, SON KI

KIM, CHI SOP

SCALE : 1 / 50

BUILDING SECTION, BLDG. #373

BA C D

SEE STRUC

STEEL COLUMN

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

600mm

2’-0"

600mm

2’-0"

CONCRETE SLAB

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

m m

CONCRETE SLAB

REMOVABLE BOLLARD

METAL DOWNSPOUT

PROTECTED

TYP

METAL GUTTER

PROTECTED

TYP

METAL ROOFING

STANDING SEAM

BUILDING SECTION, BLDG. #373

6000mm

19’-8"

26700mm

87’-7"

AE-07

AE 07

13 25

HGFEDCBA

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

D - 21 - 16HS-00608-0J

MUN, SON KI

KIM, CHI SOP

SCALE : 1 / 50

BUILDING SECTION, BLDG. #374

1 2

METAL DOWNSPOUT

PROTECTED

TYP

METAL GUTTER

PROTECTED

TYP

METAL ROOFING

STANDING SEAM

1 2 m m

BA C D

SEE STRUC

STEEL COLUMN

8500mm

27’-11"

8500mm

27’-11"

8500mm

27’-11"

600mm

2’-0"

600mm

2’-0"

CONCRETE SLAB CONCRETE SLAB

REMOVABLE BOLLARD

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

BUILDING SECTION, BLDG. #374

6700mm

22’-0"

26700mm

87’-7"

AE 08

AE-08

23 JUN 21

14 25

HGFEDCBA

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

D - 21 - 16HS-00608-0J

MUN, SON KI

KIM, CHI SOP

IN)

STRAP @ 900 O.C.

25mm GUTTER

SEE STRUCTL DWGS

STRUCTL FRAMING,

FLASHING

METAL ROOFING

STANDING SEAM

TOP OF BEAM

METAL DOWNSPOUT

PROTECTED

GUTTER

PROTECTED METAL

SOFFIT

PROTECTED METAL

FASCIA

PROTECTED METAL

(SEE STRUCTURAL)

STEEL BEAM

EXPANDABLE, TYP

CLOSURE STRIP

BLOCKER

THERMAL SPACER

METAL ROOFING

STANDING SEAM

METAL CAP FLASHING

DWGS

SEE STRUCTL

STRUCTL FRAMING,

SCALE : 1 / 10

ROOF DETAIL-2

SCALE : 1 / 10

ROOF DETAIL-1

FALL PROTECTION DETAIL AND NOTES

ROOF DETAIL-1, DETAIL-2,

V A

150 35

TYP

FASCIA

METAL

PROTECTED

DS AHR STRAP

TYP

DOWNSPOUT

METAL

PROTECTED

TYP

FLASHING

SHEET METAL

NOT TO SCALE

DOWNSPOUT DETAIL

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

AE 09

AE-09

23 JUN 21

15 25

HGFEDCBA

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

D - 21 - 16HS-00608-0J

MUN, SON KI

KIM, CHI SOP

SLOPE

D C

WIDTH

D E

P T

GUTTER

SHEET METAL

CLEAT

CONTINUOUS

COUNTER FLASHING

FLASHING AND

GUTTER LAP

ENDS

BACK (MIN)

LOWER THAN

FRONT 13mm

EXPANSION JOINT

LAP TYPE GUTTER

SECTION THRU EXP. JOINT

GUTTER DESIGN

RECTANGULAR

GUTTER

SHEET METAL

SOLDER

RIVET &

COUNTER FLASHING

FLASHING AND

CLEATS

NOTES:

(MM)

GIRTH

(MM)

STEEL

GALVANIZED

INSTALLATION VALUE FOR "E"

GAGES FOR GUTTER

RECOMMENDED MINIMUM

18288

406 C

UP TO 381

GALVANIZED STEEL

E @ 100

TEMP F

533 TO 635

UP TO 508

660 TO 762

OVER 889

787 TO 889

GUTTER DETAILS

NOT TO SCALE NOT TO SCALE

CONC SPLASHBLOCK

FINISH

COLOR REMARKS

EXTERIOR FINISH SCHEDULE

ROOF

METAL

PROTECTED

METAL

FS #31433

MATERIALSURFACES

STANDING SEAM METAL

ROOF SYSTEM

SOFFITFLASHING,

GUTTER & DOWNSPOUT

FOUNDATION

COLUMN

FLOOR SLAB

PAINT

CONCRETE

STRUCTURAL STEEL

BLACK & YELLOW

NOTE:

1. MATERIAL AND COLORS SHALL BE CONFIRMED BY COR AND USING AGENCY.

HIGHER THAN THE OPPOSITE SIDE.

SHALL NOT BE LESS THAN 13mm

1. THE REAR SIDE OF THE GUTTER

HAVE A SLOPE NOT LESS THAN 3MM PER 300MM.

EQUAL DISTANCE FROM DOWNSPOUTS AND SHALL

2. GUTTERS SHALL BE HUNG WITH HIGH POINTS

FS #30140

EXTERIOR FINISH SCHEDULE AND NOTE

GUTTER DETAILS, CONC SPLASHBLOCK,

BOLLARD STEEL PIPE PAINT

FILLED W/CONC GROUT

STEEL PIPE

YELLOW COLOR

152mm WIDE

YELLOW COLOR

CONCRETE CAP

BLACK COLOR

152mm WIDE

E M

B E

FINISH

CONC FLOOR

m m

FFL

DIA 614mm

2’-0" m m

FOUNDATION

CONCRETE

SCALE : 1 / 20

TYP BOLLARD DETAIL

m m

A R

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

AE 10

AE-10

23 JUN 21

16 25

HGFEDCBA

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

SF-01

D - 21 - 16HS-00608-0J

MUN, SON KI

KIM, CHI SOP

OCCUR, THEY SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTING OFFICER.

CONFLICTS OF DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS

1. ALL DIMENSIONS SHALL BE VERIFIED AGAINST ARCHITECTURAL DRAWINGS. IF ANY

AND LOUVERS.

AND SIZES OF THE SLAB OPENINGS AND WALL OPENINGS FOR DOORS, WINDOWS

2. REFER TO ARCHITECTURAL / MECHANICAL DRAWINGS FOR THE EXACT LOCATIONS

- STEEL CONSTRUCTION: STRUCTURAL STEEL, WELDING...

- CONC. CONSTRUCTION: REINFORCING STEEL, ANCHORS, FRESH CONC.,

DESIGN MIX, CONC. PLACEMENT, CURING CONDITION,

CONC. STRENGTH, FORMWORK...

3. STRUCTURAL DESIGN FOR BUILDING IS BASED ON UFC 1-200-01.

GENERAL NOTES

A. CONCRETE

STANDARDS (ACI 318, ACI 301 ETC.)

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

TO AN AMPLITUDE OF 6mm(MINIMUM).

SURFACE WHICH IS CLEAN AND FREE OF LAITANCE AND INTENTIONALLY ROUGHENED

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

OTHERWISE NOTED.

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

ACI-318M-14.

4. REINFORCING BAR LAP SPLICES SHALL USE "B" SPLICE IN ACCORDANCE WITH

OFFICER.

5. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE CONTRACTING

B. STRUCTURAL STEEL

WITH AISC 14TH EDITION.

1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE

STANDARD ROUND HOLES UNLESS OTHERWISE NOTED.

2. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS WITH

C. SPECIAL INSPECTION

REPORTS OF THE SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT.

INCLUDING PROCEDURES AND CRITERIA. THE INSPECTING AGENCY MUST PROVIDE

NOT LIMITED. REFER TO SECTION 1705, IBC 2015 FOR MORE INFORMATION

INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED BELOW, BUT

1. THE CONTRACTOR MUST EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM

THE SPECIAL INSPECTION.

2. REFER TO SPECIFICATION 01 45 35 FOR THE DETAILED PROCESS OF

D. STRUCTURAL BACKFILL

STRUCTURAL BACKFILL.

0.5 METERS. THE OVER-EXCAVATED SOIL SHALL THEN BE REPLACED WITH COMPACTED

1. THE SUBGRADE BENEATH THE BOTTOM OF THE FOOTINGS SHALL BE OVER-EXCAVATED

STRUCTURAL GENERAL NOTES

D. STANDING SEAM METAL ROOF:

1) DL + LL

2) 0.6 x UPLIFTING PRESSURES LISTED BELOW - 0.6 x DL

WHERE DL = DEAD LOAD ON THE COMPONENTS OR CLADDING

LL = ROOF LIVE LOAD

2. STANDING SEAM MANUFACTURER SHALL MEET THE SECTION 1504 PERFORMANCE

REQUIREMENT, IBC2015.

3. WIND TRIBUTARY AREA ON ROOF AND WIND LOAD

EFFECTIVE WIND AREAZONE

-1,925

-4,117

WIND UPLIFT PRESSURE,

-2,963 -2,963

2 2

33 3 3

3 3

-1,925 -1,925

-1,925

-1,925-2,963

1. MANUFACTURER SHALL BE ENGINEERED TO MEET THE FOLLOWING COMBINATIONS:

WHERE a = 900mm aaaa aa a a a a a a

Pa a a 4.0 a 4.0 a

3. BASIC WIND SPEED: 234 km/h (145 mph), EXPOSURE "C"

(I = 1.0)

PERFORMANCE LEVEL: LS(1)

SITE CLASS (SOIL TYPE): D

SEISMIC DESIGN CATEGORY: B

DESIGN DATA

WITH NO ADDITIONAL COST TO THE GOVERNMENT.

SHALL BE SPECIFIED ON THE SHOP DRAWING AND PROVIDED BY CONTRACTOR

THE INSTALLATION OF NON-STRUCTURAL MATERIALS, EQUIPMENT OR COMPONENT

4. SECONDARY STRUCTURAL MEMBERS NOT SHOWN ON THE CONTRACT DRAWING FOR

S T R U C T U R A L G E N E R A L N O T E S

C. MATERIAL STRENGTHS

ALL CONCRETE UNLESS NOTED OTHERWISE

MUD SLABS, THRUST BLOCKS, AND OTHER UNREINFORCED CONCRETE.

MORTAR

GROUT STRENGTH

HOT-ROLLED DEFORMED BAR

STRUCTURAL STEEL

WELDED WIRE FABRIC

COLD FORMED STEEL SHAPES

SHAPES AND PLATES

2. STEEL

E70XX SERIES (LOW HYDROGEN)

ASTM A307, DIA 16mm FOR PURLIN CONNECTION

ASTM A325, DIA 20mm U.N.O.

ASTM A307, 20mm FOR ANCHOR BOLT

5. STANDING SEAM METAL ROOFING(SSMR)

3. WELDING ELECTRODE:

1. CONCRETE: (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS)

4. BOLTS:

F = 620 Mpa

F = 310 Mpa

F = 345 Mpa nt y nt nt

F = 482 Mpa u

F = 450 Mpa

F = 245 Mpa (A36)

F = 392 Mpa (GRADE 60) y y y y y

TYPE "S"

F’ = 14 MPac

F’ = 27 MPac

F’ = 14 MPac

FROST DEPTH

FOUNDATION TYPE

B. FOUNDATIONS

1,000 MM

FOOTING REQUIRED

2. FLOOR : (LIVE)

4. SEISMIC DESIGN CRITERIA

960 Pa

MINIMUM GROUND SNOW 960 Pa

12,000 Pa

1. ROOF LIVE LOAD

A. DESIGN LOADS

ORDINARY STEEL MOMENT FRAME(COVERED HARDSTAND)

RESISTING SYSTEM :

ORDINARY REINF. CONC. SHEAR WALL(visitor center, gatehouse)

SS = 0.30g, S1 = 0.14g, SDS = 0.31g, SD1 = 0.21g

RISK CATEGORY: II

STORAGE

CLOSED STIRRUP.

6. ALL THE STIRRUP FOR PERIMETER GRADE, FLOOR, AND ROOF BEAMS SHALL BE

BLDG. NO. S-372, S-373 & S-374

REPAIR B&G STORAGE SHED,

CAMP CARROLL

23 JUN 21

17 25

HGFEDCBA

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

SF-02

D - 21 - 16HS-00608-0J

MUN, SON KI

KIM, CHI SOP

NOT TO SCALE

NOT TO SCALENOT TO SCALE

STANDARD HOOK FOR MAIN BARS, STIRRUPS & TIES

TYPICAL BEAM DETAILS CONCRETE PROTECTION FOR REINFORCING BARS

BEAM & GIRDER JOINT DETAIL

TYP. PIPE OR CONDUIT AT FOUNDATION

TYPICAL STRUCTURAL SLAB

REINF. DET AT DEPRESSION

TYPICAL CONCRETE BEAM

REINF. DET AT DEPRESSION

WIDTH

A-BARS

B-BARS

D-BARS

C-BARS

TYP. SECTION

D E

P T

DETAILING A OR G

DIMENSION

DETAILING

4d or

DIMENSION

A O

R G d

D E

T A

G d

E N

D E

T A

E N

D E

T A

E N

N d

A OR G

A O

R G

6d 6d

A O

R G

10d

MIN.

40 CLR.

20 CLR.

20 CLR. 40 CLR.

75 CLR.

L R

D /3

D /3"D

E P

T H

TYP

MAIN BARS

BAR

90° HOOK180° HOOK

D25

D32

D29

D22

D19

D16

SIZE

D10

D13

180° HOOKS

D HOOKS

STANDARD STIRRUPS OR TIES

135° HOOKS

A OR G

135° HOOK

A OR G

(mm)

360180

A OR GJ

HOOKSD

(mm)

D16

D13

BAR SIZE

D10

A OR G

90° HOOK

BEAM

90°

APPROX.

D16

D22

D19

D10

D13

SIZE

BAR

APPROX.

135° HOOKS

135° HOOK

90°

BEAMCL

STEM WALL

PERPENDICULAR PIPE

SLEEVE

PARALLEL PIPE

BELOW THIS PLANE

EMBEDMENT PERMITTED

NO PIPE OR CONDUIT

"A"

GRADE BEAM

"A"

FOOTING OR

SECTION "A-A"

FOOTING OR GRADE

BEAM

SLEEVE

20 CLR.

EARTH OR WEATHER

CONCRETE NOT EXPOSED TO

1. PROTECTIVE COVER SHOWN IS MINIMUM PERMITTED

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

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

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

AGAINST EARTH

CONCRETE CAST

EARTH/CONC.

STIRRUP OR

EARTH OR WEATHER

CONCRETE EXPOSED TO

EARTH

TIE

NOTE

STIRRUP OR

BAR (TYP.)

MAIN OR TEMPERATURE

TIE

TEMPERATURE

FORMED CONC

FACE

EXTERIOR

MAIN OR

BAR (TYP.)

SURFACE

20 CLR.

WALL

COLUMN

MAIN BAR

BEAM

STIRRUP

MAIN BAR

SLAB

TYP. CONSTRUCTION JOINT IN BEAM

PER SCHEDULE

ADDITIONAL REINF.

MIDDLE 1/3 OF SPAN

BE LOCATED WITHIN

N…

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File details come from the government source that posted it. Updated Jul 8, 2021.