A2 Drawings - Arch.pdf

PDF 10 MB Posted May 28, 2020

Attached to: Repair Earth Covered Magazines (ECMs) in Ammunition Holding Area (AHA) No. 25 Camp Casey
Solicitation number: W91QVN-20-R-0115
Issued by: Department of the Army Materiel Command Army Contracting Command

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File	Type	Posted
A2 Drawing files - Elec.pdf	PDF	May 28, 2020
A2 Drawing files - Mech.pdf	PDF	May 28, 2020
A2 Drawing files - Civil.pdf	PDF	May 28, 2020
W91QVN20F0115 - Repair ECMs in AHA Area No. 25 Camp Casey.pdf	PDF	May 28, 2020
A2 Drawing files - Title.pdf	PDF	May 28, 2020

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REPAIR / MAINTENANCE (K) WORK

SCALE: N/A

A-1

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

DES

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

ARCHITECTURAL

SCALE:

(TYP)

EXST WING WALL

1/50

GROUND FLOOR PLAN EXTERIOR & INTERIOR PICTURES

FEB

2,000

4,490

3053,880305

ARCH (TYP)

CLEAN EXST GALV

GENERAL NOTES & SCOPE OF WORK

GROUND FLOOR PLAN, PICTURES,

DOOR OPNG

(TYP)

PAINT EXST LOUVER

(TYP)

(BOTH ENGLISH & KOREAN)

IDS SIGNAGE

BUILDING IDENTIFICATION

GENERAL NOTES

MANUFACTURES INDICATED.

PURPOSES ONLY. AND NOT INTENDED TO LIMIT SELECTIONS TO PRODUCTS OF THE

COLORS AND PATTERNS LISTED BY MANUFACTURES ARE FOR BIDDING IDENTIFICATION 1.

ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR).

CAUSED BY THIS PROJECT AND SHALL REPAIR THE DAMAGES TO MATCH UP TO

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES MADE TO EXISTING AREAS

FOR APPROVAL.

CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITION AND SUBMITED TO COR

CONDITION. IN THAT CASE, SHOP DRAWINGS SHALL BE PREPARED AT THE SITE BY THE

SOME DETAILS SHOWN ON CONTRACT DRAWINGS MAY NOT COINCIDE WITH THE FIELD

FOR APPROVAL.

CONTRACTOR SHALL SUBMIT MANUFACTURER'S INSTALLATION SHOP DRAWINGS TO COR

OFFICE, DPW. PER DIRECTION FROM THE INSPECTOR IN CHARGE OR COR

SALVAGE OR SERVICEABLE MATERIALS SHALL BE RETURNED TO SUPPLY OR STORAGE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IF THERE ARE ANY CONFLICTS WITHIN THE CONTRACT DOCUMENT. THE GENERAL

AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION OR RENOVATION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION

OF THE LOAD BEARING WALLS TO PREVENT COLLAPSE OF THE STRUCTURE

APPROPRIATE TEMPORARY SUPPORTS SHOULD BE CONSTRUCTED PRIOR TO DEMOLITION

10.

11.

12.

BE AS A PART OF THE CONTRACT DOCUMENT OF THIS PROJECT.

STANDARD DETAIL DRAWINGS FOR O&MA PROJECT, KOREA, DATED OCTOBER 1, 2003 SHALL

NUMBERS ARE FROM TM-5-807-7 AND FEDERAL STANDARD NO. 595b, COLORS.

COLOR OF MATERIALS & PAINTS SHALL BE SELECTED BY USING AGENCY AND COLOR

DETAILS AND GET APPROVAL FROM COR. BEFORE FABRICATION AND INSTALLATION.

CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOOR/WINDOW

ADDITIONAL COST TO THE GOVERNMENT.

EQUIPMENT, ETC), ELECTRICAL, TELEPHONE AND FIRE ALARM SYSTEM WITHOUT

THE INSTALLATION AND/OR REPLACEMENT OF MECHANICAL (PLUMBING, HEATING,

ITEMS, CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING WHERE REQUIRED FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVE/REINSTALL ANY OBSTRUCTED 9.

SCOPE OF WORK (ARCHITECTURAL WORK)

(TYP)

BLAST DOOR

(BLDG S-249 & 250)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

GROUND PLAN, PICTURES AND DOOR NOTES FOR BLDG S-249 AND 250.

REPLACE DETERIORATED EXISTING BLAST DOOR WITH NEW INCLUDING NEW HARDWARE SET AS SHOWN ON

BLDG S-249 AND S-250.

PAINT ON EXISTING REMAINED METAL SURFACES INCLUDING SANDING AND PRIMER AS SHWON ON PICTURE FOR

WITH NEW AS SHOWN ON PICTURE AND DETAIL BLDG S-249 AND 250.

REPLACE EXTERIOR SIGNAGE AND INTRUSION DETECTION SYSTEM SIGNAGES (BOTH ENGLISH & KOREAN)

FLOOR PLAN AND DETAIL DRAWING FOR BLDG S-249 AND 250.

REPLACE DETERIORATED EXISTING FIRE EXTINGUISHER BRACKET(FEB) WITH NEW AS SHOWN ON GROUND

A-2

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

DES

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:

DOOR ELEVATION

1 : 10

SCALE: 1 : 10

DOOR SECTION-1

SCALE: 1 : 10

DOOR SECTION-2

1957571942

25 SQ SHAFT

50 X 16 BAR TO ROTATE W/

10MM THK METAL PLATE

(TYP)

25 X 10 BAR

10D BOLT

25 SQ SHAFT

SCALE: 1 : 5

DETAIL-4

A-3

SCALE: 1 : 5

DETAIL-2 (INT ELEV)

SCALE: 1 : 5

DETAIL-1 (INT ELEV)

SCALE: 1 : 10

DETAIL-3

10THK MTL PLATE

13D BENT ROD

1/4

DOOR ELEVATION, SECTIONS AND DETAILS

ARCHITECTURAL

1,831

790579057

1,831

1.5MM THK METAL PLATE

INACTIVE LEAF

W/ADHESIVE

25MM THK INSULATION

10MM THK METAL PLATE

C-100 X 40 X 5 X 7.5

SPOT WELD TO BACK OF DOOR

1.5MM THK METAL PLATE

W/ADHESIVE (TYP)

25MM THK INSULATION

C-300 X 90 X 9 X 13

CLEAN & PAINT ON EXST

10MM THK METAL PLATE (TYP)

METAL PLATE

13MM THK

A-3

A-2

AND NUTS

STRAP, BALL BEARING

NON-REMOVABLE PIN, 100X13

HEAVY INDUSTRIAL DOOR HINGE

1/4

A-2

A-3

STRAP

100 X 13T

A-2

A-3

8877887

WELDED TO C-300X90X9X13 (TYP)

9.5MM THK METAL PLATE

CLEAN AND PAINT ON EXST

251,78125

ACTIVE LEAF

C-100 X 40 X 5 X 7.5

35D BOLT

200X140X3 MTL PLATE

FOR BOLT HANDLE

& 3THK MTL PLATE

CUT HOLE IN 10THK

UNLOCK POSITION

1/4

LOCK POSITION

TO C-100X40X5X7.5

10T PLATE WELD

C-100X40X5X7.5

FOR BOLT HANDLE

& 3THK MTL PLATE

CUT HOLE IN 10THK

C-100X40X5X7.5

LOCK POSITION

UNLOCK POSITION

36D HOLE FOR 35D BOLT

200X140X3 MTL PLATE

(BLDG S-249 & 250)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

REMAIN & PAINT ON EXST C-CHANNEL (TYP)

(TYP)

REMAIN EXST ANCHOR BOLT

EXCEPT NUTS (TYP)

ANCHOR BOLT @ HINGES

REMAIN EXST 19MM D X 300 L

SCALE: 1 : 5

10860 7 108 60

F L

O O

A-3

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

DES

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

DOOR FRAME

C-300 X 90 X 9 X 13

25MM D BOLT

TO 35MM BOLT

WASHER WELDED

C-100 X 40 X 5 X 7.5

10MM THK METAL PLATE

10MM D BOLT

L-50X50X7

25 X 10 METAL BAR

SCALE: 1 : 5

DETAIL-1 2

SCALE: 1 : 5

DETAIL-2

7640144076

1/4

25MM THK INSULATION

1.5MM THK METAL PLATE

10MM THK METAL PLATE

C-100 X 40 X 5 X 7.5

15240 152 40

A-3

SCALE: 1 : 5

DETAIL-4

57586320116116

LOCK POSITION

UNLOCK POSITION

25D BOLT HANDLE

TO 1.5MM THK MTL PLATE

200X140X3THK WELD

WELDTO C-100X40X5X7.5

10 MET PLATE SPOT

(TYP)

C-100X40X5X7.5

10T MTL PLATE (TYP)

1.5T MTL PLATE (TYP)

W/25 SQ SHAFT TACK WELD

50 X 10T BAR TO ROATE

ENDS FOR 19MM NUT

25 SQ SHAFT TURN & THREAD

W/5 RHMS @ 50 O.C.

235X150X10T COVER PLATE

& SCREW ON SHAFT

45X10 DOOR HANDLE STRAP

ACTION ALL MTL REUSABLE LOCK NUTS.

NUTS FOR DOOR HANDLES TO BE ONE-PIECS SPRING

* NOTE

W/ADHESIVE

25T INSULATION

1/4

21D HOLE

SEE NOTE, A-3

TOP-TYPE II

BOTTOM-TYPE I

SPRING BOLT

SCALE: 1 : 5

DETAIL-3

38 X 10T MTL PLATE

1.5T MTL PLATE

X 5 X 7.5

C-100 X 50

BOLT

EXST ANCHOR

1/4

NEOPREN SILL SWEEP

3T ADJUSTABLE

L-125X75X10

ON EXST

CLEAN & PAINT

@ 9"CTR

W/ 1/4" RHMS

L-75 X 50 X 7THK

10D BOLT

L-50X50X7

26MM D HOLE BOLT

35D BOLT

LOOSE WASHER

OUTSIDE ELEVATION

HASP & STAPLE DETAIL

SECTION

3/8

1.5MM THK METAL PLATE

10MM THK METAL PLATE

NEOPRENE GASKET COMPRESSED

W/9MM X 19MM X 3THK

7MM BENT MTL PLATE (ASTRAGAL)

FOR 1/4-20 RHMS @ 12" CTRS

DRILL & TAP 3/8" MTL PLATE

25MM HOLE IN HASP

15MM STAPLE

T O

STAPLE

15MM

13MM MTL PLATE HASP

ARCHITECTURAL

30 3925

7.8"

WIRE DIA METER

OPTIONAL TOTAL COIL

DIRECTION OF HELIX

FREE LENGTH

OUTSIDE DIA METER

LOAD AT COMPRESSED LENGTH OF 4.25

LOAD AT COMPRESSED LENGTH OF 2.25

1.25

TYPE-I TYPE-II

0.063" 0.072

12 12

7.8"

1.25

7.5# ± 2# 13# ± 5#

DOOR BOLT SPRING NOTE

4.6# ± 1#8.4# ± 2#

QQ-W-428 TYPE-II, ASTM 4227-47

MATERIAL- HARD DRAWN STEEL WIRE,

7525475

METAL PLATE

927 X 13 X 7MM THK

DOOR DETAILS AND NOTE

(BLDG S-249 & 250)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

& PAINT ONLY (TYP)

REMAIN EXST ANGLE

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

DES

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

ARCHITECTURAL

BUILDING IDENTIFICATION

NOTE

COLOR IS TO

MATCH ROOF

COLOR

LETTER COLOR

IS TO MATCH

EXT FIELD WALL

COLOR

1. BUILDING IDENTIFICATION

NUMBER

; CONTRACTOR SHALL VERIFY

NUMBER & SIZE

2. NUMBER ARE TWO PLACES

BUILDING

IDENTIFICATION

NUMBER

PER BUILDING.

3. LOCATION FOR SEE PICTURE.

BY MFR

OR AHR BOLT

TOGGLE BOLT

BRACKET

ISOMETRIC

SCALE: N/A

FIRE EXTINGUISH BRACKET

INTRUSION DETECTION SYSTEM SIGNAGE

IDS SIGNAGE NOTE

APPROVAL.

CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR SIGNAGE TO COR FOR

SECTION 5-11.

SEE AR 190-11 PHYSICAL SECURITY OF ARMS, AMMUNITION AND EXPLOSIVE.

S-236

8 2

1/2" BLACK LETTERS

YELLOW BACKGROUND

AND YELLOW LETTERS

BLACK BACKGROUND

3/8" BLACK LETTERS

REMARKS

THICK

MATERIAL

DOOR

TYPE

DOOR

NOS.

ROUGH OPENING

WIDTH HEIGHT

HDW

SET

NO (HR)

RATED

FIRE

LOUVERGLAZING CUT

UNDER

FRAMEDOOR

DOOR / WINDOW / LOUVER SCHEDULE

A 1 - --

(MM)

HARDWARE SCHEDULE

METAL 2000 2000

HDW-1

AS REQUIRED BY MANUFACTURE

W/ METAL FRAME

DOOR ELEVATION

METAL BLAST DOOR

U S

G A

G E

N C

V E

Y B

ECM DOOR NOTES

INSTALLATION.

SIZE, AND DRAWINGS SHALL BE APPROVED BY THE CONTRACTING OFFICER BEFORE FABRICATION AND

THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS BY MANUFACTURE FOR ALL DOORS AS ACTUAL

REQUIRED CRITERIA.

ALL THE COMPONENTS COMPOSING BLAST DOOR SHOULD HAVE EQUIVALENT OR MORE RESISTANCE THAN THE

7-BAR PRESSURE FOR OVERALL BLAST DOOR INCLUDING BOUNDARY CONDITIONS AND LINKED COMPONENTS.

AND WINDOW SYSTEMS SUBJECT TO DYNAMIC OVERPRESSURE LOADINGS

- GSA-TS01-2003, US GENERAL SERVICES ADMINISTRATION STANDARD TEST METHOD FOR GLAZING

AIRBLAST LOADING.

STANDARD TEST METHOD FOR GLAZING AND GLAZING SYSTEMS SUBJECT TO - ASTM F1642-04,

STANDARD TEST METHOD FOR DOOR SYSTEMS SUBJECT TO AIRBLAST LOADINGS - ASTM F2927-12, REQUIRED CERTIFICATION OR QUALIFICATION COMPLIANCE TO THE BELOW:

- DAPAM 385-64, AMMUNITION AND EXPLOSIVES SAFETY STANDARDS

- UFC 3-340-02, STRUCTURES TO RESIST THE EFFECTS OF ACCIDENTAL EXPLOSIONS

- DDESB TP NO. 15, APPROVED PROTECTIVE CONSTRUCTION (VERSION 2.0)

- UFC 4-420-01, AMMUNITION AND EXPLOSIVES STORAGE MAGAZINES

17, 2005

- DDESB TP NO. 16, METHODOLOGIES FOR CALCULATING PRIMARY FRAGMENT CHARACTERISTICS, OCTOBER

CONVENTIONAL WEAPONS EFFECTS (FOUO)

- UNIFIED FACILITIES CRITERIA UFC 3-340-01 DESIGN AND ANALYSIS OF HARDENED STRUCTURES TO

EXPLOSIONS, DECEMBER 5, 2008

- UNIFIED FACILITIES CRITERIA UFC 3-340-02, STRUCTURES TO RESIST THE EFFECTS OF ACCIDENTAL

CRITERIA, NUMBER 6055.09-M, VOLUME 2 FEBRUARY 29, 2008

- DOD AMMUNITION AND EXPLOSIVES SAFETY STANDARDS:EXPLOSIVES SAFETY CONSTRUCTION

INFORMATION AND REQUIREMENTS, NUMBER 6055.09-M, VOLUME 1 FEBRUARY 29, 2008

- DOD AMMUNITION AND EXPLOSIVES SAFETY STANDARDS:GENERAL EXPLOSIVES SAFETY

THE BELOW:

THE DESIGN SHOULD SATISFY BASIC MANUALS AND DESIGN GUIDELINES INCLUDING BUT NOT LIMITED TO

PROVIDE COATING AND PAINTING SPECIFICATIONS AS PART OF THE CONSTRUCTION CONTRACT

ALL DUST. DIRT, OIL, GREASE, WELD FLUX RESIDUE, LOOSE DIRT & OTHER FOREIGN MATTER THAT

EXCEPT FOR CONTACT SURFACES OF MOVING PARTS, ALL EXPOSED SURFACES OF STRUCTURAL

ALL EXPOSED SURFACES OF STRUCTURAL STEEL SHALL RECEIVE TWO FIELD COATS OF COATING

DOCUMENTS THAT REQUIRES THE FOLLOWING FOR THE STEEL SLIDING DOORS:

MAY INHIBIT COATING BOND TO STRUCTURAL STEEL SHALL BE REMOVED IN THE SHOP IN

ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL (SSPC), SPG.

STEEL SHALL RECEIVE 1.5 MIL (DRY) COAT OF ZINC CHROMATE PRIMER CONFORMING TO FEDERAL

SPECIFICATION TT-P-645. UNEXPOSED SURFACES SHALL RECEIVE 1.0 MIL (DRY) COAT OF

ASPHALT VARNISH CONFORMING TO FEDERAL SPECIFICATION TT-V-51. ALL PRIMER COATING

SHALL BE PERFORMED IN THE SHOP.

WITH A MINIMUM THICKNESS OF 4.0 MIL (DRY) CONFORMING TO FEDERAL SPECIFICATION

TT-P-102 OR TT-P-37.

FEDERAL SPECIFICATION HH-P-151.

- ALL WEATHER STRIPPING SHALL BE CLOTH INSERTED NEOPRENE, 3.2MM THICK & CONFORMING TO THE

THIS ASSEMBLY WILL BE AT NO ADDITIONAL COST TO THE GOVERNMENT.

ALIGNMENT & ENGAGEMENT OF THE DOORS & SMOOTH OPERATION OF LOCKING & DRIVE MECHANISMS.

- DOOR & HARDWARE SHALL BE SHOP ASSEMBLED TO INSURE PROPER CONTACT, CLEARANCES,

DOOR REQUIREMENTS AS BELOW:

MISC DETAILS

& ECM DOOR NOTES

MISC DETAILS, DOOR SCHEDULE

LEAF STEEL DOOR 6'W X 6'-4"H.

- EARTH COVERED MAGAZINE, STEEL ARCH, DRAWING NO.33-15-65 WITH DOUBLE

THESE DRAWINGS ARE BASED ON THE FOLLOWING ORIGINAL STANDARD DRAWINGS:

A-4

(NIC)

EXTINGUISHER,

FIRE

(BLDG S-249 & 250)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

AND ESTABILISHED FOR THE SPECIAL BLAST DOOR

EXPERIENCE OF 5 YEARS MINIMUM FOR APPROVAL. MANUFACTURER AND INSTALLER MEST BE SPECIALIZED

CONTRACTOR SHALL SUBMIT THE CERTIFICATION OF ISO-9001 AND MANUFACTURER'S AND INSTALLER'S

THE DETAIL DRAWINGS.

FIXED STEEL PLATES AND ANGLES WITH ANCHOR BOLTS OR ANCHOR BAR IN EXISTING CONCRETE AS SHOWN ON

ALL DOOR PARTS AND ASSEBLY SHALL BE REPLACED WITH NEW WITHOUT REMAINED PARTS SUCH AS EMBEDED

CONTRACTOR SHALL SUBMIT THE SIMULATION TEST REPORTS FOR THE BLAST DOOR FOR APPROVAL.10.

A-1

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

DES

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

ARCHITECTURAL

SCALE: 1/100

7,620

254 254

30,531

10,2879,95710,287

3,048

GROUND FLOOR PLAN 2

SCALE: N/A

FEB

MANUFACTURES INDICATED.

PURPOSES ONLY. AND NOT INTENDED TO LIMIT SELECTIONS TO PRODUCTS OF THE

COLORS AND PATTERNS LISTED BY MANUFACTURES ARE FOR BIDDING IDENTIFICATION 1.

ADJACENT AREAS AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE (COR).

CAUSED BY THIS PROJECT AND SHALL REPAIR THE DAMAGES TO MATCH UP TO

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES MADE TO EXISTING AREAS

FOR APPROVAL.

CONTRACTOR ACCORDING TO ACTUAL FIELD CONDITION AND SUBMITED TO COR

CONDITION. IN THAT CASE, SHOP DRAWINGS SHALL BE PREPARED AT THE SITE BY THE

SOME DETAILS SHOWN ON CONTRACT DRAWINGS MAY NOT COINCIDE WITH THE FIELD

FOR APPROVAL.

CONTRACTOR SHALL SUBMIT MANUFACTURER'S INSTALLATION SHOP DRAWINGS TO COR

OFFICE, DPW. PER DIRECTION FROM THE INSPECTOR IN CHARGE OR COR

SALVAGE OR SERVICEABLE MATERIALS SHALL BE RETURNED TO SUPPLY OR STORAGE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

IF THERE ARE ANY CONFLICTS WITHIN THE CONTRACT DOCUMENT. THE GENERAL

AND DIMENSIONS PRIOR TO COMMENCING ANY CONSTRUCTION OR RENOVATION.

THE CONTRACTOR SHALL BE RESPONSIBLE IN VERIFYING ALL EXISTING CONDITION

OF THE LOAD BEARING WALLS TO PREVENT COLLAPSE OF THE STRUCTURE

APPROPRIATE TEMPORARY SUPPORTS SHOULD BE CONSTRUCTED PRIOR TO DEMOLITION

10.

11.

12.

BE AS A PART OF THE CONTRACT DOCUMENT OF THIS PROJECT.

STANDARD DETAIL DRAWINGS FOR O&MA PROJECT, KOREA, DATED OCTOBER 1, 2003 SHALL

NUMBERS ARE FROM TM-5-807-7 AND FEDERAL STANDARD NO. 595b, COLORS.

COLOR OF MATERIALS & PAINTS SHALL BE SELECTED BY USING AGENCY AND COLOR

DETAILS AND GET APPROVAL FROM COR. BEFORE FABRICATION AND INSTALLATION.

CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR ALL DOOR/WINDOW

ADDITIONAL COST TO THE GOVERNMENT.

EQUIPMENT, ETC), ELECTRICAL, TELEPHONE AND FIRE ALARM SYSTEM WITHOUT

THE INSTALLATION AND/OR REPLACEMENT OF MECHANICAL (PLUMBING, HEATING,

ITEMS, CUT, PATCH AND RESTORE WALLS, FLOORS AND CEILING WHERE REQUIRED FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVE/REINSTALL ANY OBSTRUCTED

GENERAL NOTES

GENERAL NOTES & SCOPE OF WORK

GROUND FLOOR PLAN, PICTURES,

(DOOR OPNG)

(TYP)

BLAST DOOR

(TYP)

BUILDING IDENTIFICATION

(TYP)

(BOTH ENGLISH & KOREAN)

IDS SIGNAGE

W/O STRUCTURES (TYP)

PM CANOPY ROOFING AND SIDING

EXTERIOR SIGNAGE (TYP)

EXTERIOR PICTURE

(BLDG S-251 & 252)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

REPAIR / MAINTENANCE (K) WORK

SCOPE OF WORK (ARCHITECTURAL WORK)

SEE MECH. DWG

PLAN, PICTURES AND ECM DOOR NOTES FOR BLDG S-251 AND S-252.

CHAIN WITH CHAIN OPERATOR, DOOR HANDLE AND NEW HARDWARE SETS AS SHOWN ON GROUND FLOOR

ASSEMBLY, WEATHERSTRIP, DRIVE CHAIN, EMERGENCY DOOR RELEASE CHIAN GUIDE AND HOLDER, MANNUAL

REPLACE DETERIORATED EXISTING BLAST DOOR WITH NEW INCLUDING TROLLEY ASSEMBLY, ROLLER GUIDE

NEW AS SHOWN ON PICTURE AND DETAIL FOR BLDG S-251 AND S-252.

REPLACE EXTERIOR SIGNAGE AND INTRUSION DETECTION SYSTEM SIGNAGES (BOTH ENGLISH & KOREAN) WITH

BLDG S-251 AND S-252.

PAINT ON EXISTING REMAINED METAL SURFACES INCLUDING SANDING AND PRIMER AS SHWON ON PICTURE FOR

PLAN AND DETAIL DRAWING FOR BLDG S-251 AND S-252.

REPLACE DETERIORATED EXISTING FIRE EXTINGUISHER BRACKET(FEB) WITH NEW AS SHOWN ON GROUND FLOOR

SHOWN ON PICTURE FOR BLDG S-251 AND S-252.

ACCESSORIES AND PAINT ON EXISTING STEEL STRUCTURES OF CANOPY INCLUDING SANDING AND PRIMER AS

REPLACE DETERIORATED EXISTING PROTECTED METAL CANOPY ROOFING AND SIDING PANEL WITH NEW INCLUDING

BY OPERATOR

CHAIN OPERATOR

DOOR IN OPEN POSITION

TRAVEL CHAIN

18 LB PULL-DOOR

L4x4x1/4 x 0'-6"

TRAVEL TO OPEN POSITION SHOWN

BOLTS. LOCATE STOP TO LIMIT DOOR

ATTACH TO TROLLEY W/ 3/4" DIA.

STOP ON BOTH SIDES OF TRACK.

L4x4x1/4 x 0'-4" LONG TROLLEY

RELEASE BRACKET

EMERGENCY DOOR

DOOR IN CLOSED POSITION

SPROCKET

IDLER

SLAB

TOP OF CONCRETE

EACH END

ENCLOSURE AT

BOTTOM OF HOOD

TS 6x6x1/2, TYP.

FLASHING

AND JAMB.

BELTING SIMILIAR TO HEAD

IMPREGNATED CANVAS

3/16" x 2" RUBBER

C6x13

2 5/ 8 "

AT 8" O.C. AT HEAD AND JAMB

STRIP AND 1/4" x 3/4" SCREWS

FRAME WITH 1/8" x 1 1/4" METAL

BELTING. FASTEN TO DOOR

IMPREGNATED CANVAS

3/16" x 2" RUBBER

1/4" THICK PLATE

PLATE

3/8" THICK

C6x13, TYP.

PLATE

3/8" THICK

PLATE

1/4" THICK

EDGE OF FOOTING

SITE-SPECIFIC LOADS

BE DESIGNED FOR

ENCLOSURE IS TO

WEATHERPROOF

A-2

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

DES

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

ARCHITECTURAL

EXST CONCRETE WALL/PILASTER

TOP OF EXST CONCRETE SLAB

SCALE:

DOOR ELEVATION

SCALE:

DOOR SECTION-1

DOOR SECTION-2

A-3

AND HOLDER

RELEASE CHAIN GUIDE

EMERGENCY DOOR

DOOR HANDLE

BOXOUT

EXTENSION

DOOR CHANNEL

A-3

ENCLOSING ENDS

LENGTH OF TRACK AND

METAL HOOD THE FULL

20 GAGE PM SHEET

DOOR ELEVATION & SECTIONS

A-3

TROLLEY (TYP)

3000 LB DOOR

CONC PIPE

PAINT ON EXST

BRACKET (TYP)

PAINT ON EXST TRACK SUPPORT

TROLLEY TRACK (TYP)

PAINT ON EXST

SUPPORT BRACKET

PAINT ON EXST TRACK

FRAMES (TYP)

PAINT ON EXST GALV.

1/25

1/20

3,303

3,048

(BLDG S-251 & 252)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

FACE OF CONCRETE

3000 LB. TROLLEY

C6x13

TACK WELD

3/8" THICK PLATE

1/4" THICK PLATE

CORNERS TO C6x13

TACK WELD AT

PLATE 1/2" x 6" x 8", TS 6x6 SPAN (TYP.)

BOTTOM AT 1/3 POINTS OF THE

1/2" DIA. WEEP HOLES TOP AND

1/4" THICK PLATE

TS 6x6x1/2

TS 6x6x1/2 C6x13

3/16

C6x13

3/16

PLATE

3/8" THICK

PLATE

3/8" THICK

PLATE

1/4" THICK

PLATE

1/4" THICK

3/16

PLATE

3/8" THICK

PLATE

1/4" THICK

C6x13

3/16

POINTS

HOLES AT 1/3

1/2" DIA. WEEP 3/16

PLATE

3/8" THICK

3/16

6 11 /16

AND JAMB

CANVAS BELTING AT HEAD

3/16" x 2" RUBBER IMPREGNATED

SEE NOTES 1 AND 2

A-3

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

DES

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

ARCHITECTURAL

SCALE:

TROLLEY SECTION

1/10

SCALE: 1/10

DOOR DETAILS

SCALE: 1/50

DETAIL-1

SCALE: 1/50

DETAIL-2

SCALE: 1/10

DETAIL-3

SCALE: 1/10

DETAIL-4

DOOR DETAILS

BENT ROD

3/4" DIA.

1/4

TYP.

1 1/4" RAD.

BENT PL.

1/8" THICK

BOTH TABS

3/8" DIA. HOLE,

3/16" RAD.

SCALE: N/A

DOOR HANDLE

SCALE: N/A

AND HOLDER

CHAIN GUIDE

TRACK SUPPORT

PAINT ON EXST

PAINT ON EXST TRACK

(BLDG S-251 & 252)

REPAIR EARTH COVERED MAGAZINES, AHA 25

CAMP CASEYKWON, CH

190901

ANCHOR BARS (TYP)

REMAIN EXST

REMAIN ANCHOR BOLT

ANGLE (TYP)

REMAIN & PAINT ON EXST

A-4

ARCHITECTURAL

SCALE: N/A

BUILDING IDENTIFICATION

NOTE

COLOR IS TO

MATCH ROOF

COLOR

LETTER COLOR

IS TO MATCH

EXT FIELD WALL

COLOR

1. BUILDING IDENTIFICATION

NUMBER

; CONTRACTOR SHALL VERIFY

NUMBER & SIZE

2. NUMBER ARE TWO PLACES

BUILDING

IDENTIFICATION

NUMBER

PER BUILDING.

3. LOCATION FOR SEE PICTURE.

BY MFR

OR AHR BOLT

TOGGLE BOLT

BRACKET

ISOMETRIC

(NIC)

EXTINGUISHER,

FIRE

FIRE EXTINGUISH BRACKET

S-251

INTRUSION DETECTION SYSTEM SIGNAGE

IDS SIGNAGE NOTE

APPROVAL.

CONTRACTOR SHOULD SUBMIT SHOP DRAWING FOR SIGNAGE TO COR FOR

SECTION 5-11.

SEE AR 190-11 PHYSICAL SECURITY OF ARMS, AMMUNITION AND EXPLOSIVE.

8 2

1/2" BLACK LETTERS

YELLOW BACKGROUND

AND YELLOW LETTERS

BLACK BACKGROUND

3/8" BLACK LETTERS

REMARKS

THICK

MATERIAL

DOOR

TYPE

DOOR

NOS.

ROUGH OPENING

WIDTH HEIGHT

HDW

SET

NO (HR)

RATED

FIRE

LOUVERGLAZING CUT

UNDER

FRAMEDOOR

DOOR / WINDOW / LOUVER SCHEDULE

A 1 - --

(MM)

HARDWARE SCHEDULE

METAL METAL 3048 3048

DOOR ELEVATION

HDW-1

AS REQUIRED BY MANUFACTURE

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

DES

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

METAL BLAST SLIDING DOOR

U S

G A

G E

N C

V E

Y B

OF 5,000 HOURS OF OPERATION.

- ALL PINS, BEARINGS, GEARS, SPROCKETS, SHAFTS & SHEAVES SHALL BE DESIGNED FOR A DOOR LIFE

FEDERAL SPECIFICATION HH-P-151.

- ALL WEATHER STRIPPING SHALL BE CLOTH INSERTED NEOPRENE, 3.2MM THICK & CONFORMING TO THE

THIS ASSEMBLY WILL BE AT NO ADDITIONAL COST TO THE GOVERNMENT.

ALIGNMENT & ENGAGEMENT OF THE DOORS & SMOOTH OPERATION OF LOCKING & DRIVE MECHANISMS.

- DOOR & HARDWARE SHALL BE SHOP ASSEMBLED TO INSURE PROPER CONTACT, CLEARANCES,

DOOR REQUIREMENTS AS BELOW:

AND WINDOW SYSTEMS SUBJECT TO DYNAMIC OVERPRESSURE LOADINGS

- GSA-TS01-2003, US GENERAL SERVICES ADMINISTRATION STANDARD TEST METHOD FOR GLAZING

AIRBLAST LOADING.

STANDARD TEST METHOD FOR GLAZING AND GLAZING SYSTEMS SUBJECT TO - ASTM F1642-04,

STANDARD TEST METHOD FOR DOOR SYSTEMS SUBJECT TO AIRBLAST LOADINGS - ASTM F2927-12, REQUIRED CERTIFICATION OR QUALIFICATION COMPLIANCE TO THE BELOW:

CHAIN GUIDE AND HOLDER IN THE EVENT OF MALFUNCTION SHALL BE PROVIDED FOR EMERGENCY OPERATION.

- PROVIDE A MANUAL DOOR CHAIN AND CHAIN OPERATOR. EMERGENCY DOOR RELEASE BRACKET, EMERGENCY

AND DESIGNED FOR A SAFETY FACTOR OF 5.

- ROLLER CHAINS: ALL ROLLER CHAINS SHALL BE HEAVY DUTY, HIGH STRENGTH, PRECISION ASSEMBLED

- CASTINGS: SHEAVES & OTHER CASTINGS SHALL BE CLOSE GRAINED ALLOYED GRAY CAST IRON.

AND OPERATED AT ALL TIMES IN AN OIL BATH. ALL SPROCKETS SHALL BE STEEL PLATES.

GEARS AND SHAFTS SHALL BE MOUNTED WITH LONG-LIFE BEARINGS, ENCLOSED IN OIL TIGHT HOUSING

- GEARS, SHAFTS AND SPROCKETS - ALL GEARS IN SPEED REDUCTION UNIT SHALL BE MACHINED TYPE.

- DESIGN REQUIREMENTS - (A) OUTDOOR OPERATION, (B) 80PSF WIND LOAD.

DOOR OPERATOR REQUIREMENTS:

INSTALLATION.

SIZE, AND DRAWINGS SHALL BE APPROVED BY THE CONTRACTING OFFICER BEFORE FABRICATION AND

THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS BY MANUFACTURE FOR ALL DOORS AS ACTUAL

REQUIRED CRITERIA.

ALL THE COMPONENTS COMPOSING BLAST DOOR SHOULD HAVE EQUIVALENT OR MORE RESISTANCE THAN THE

7-BAR PRESSURE FOR OVERALL BLAST DOOR INCLUDING BOUNDARY CONDITIONS AND LINKED COMPONENTS.

- DAPAM 385-64, AMMUNITION AND EXPLOSIVES SAFETY STANDARDS

- UFC 3-340-02, STRUCTURES TO RESIST THE EFFECTS OF ACCIDENTAL EXPLOSIONS

- DDESB TP NO. 15, APPROVED PROTECTIVE CONSTRUCTION (VERSION 2.0)

- UFC 4-420-01, AMMUNITION AND EXPLOSIVES STORAGE MAGAZINES

17, 2005

- DDESB TP NO. 16, METHODOLOGIES FOR CALCULATING PRIMARY FRAGMENT CHARACTERISTICS, OCTOBER

CONVENTIONAL WEAPONS EFFECTS (FOUO)

- UNIFIED FACILITIES CRITERIA UFC 3-340-01 DESIGN AND ANALYSIS OF HARDENED STRUCTURES TO

EXPLOSIONS, DECEMBER 5, 2008

- UNIFIED FACILITIES CRITERIA UFC 3-340-02, STRUCTURES TO RESIST THE EFFECTS OF ACCIDENTAL

CRITERIA, NUMBER 6055.09-M, VOLUME 2 FEBRUARY 29, 2008

- DOD AMMUNITION AND EXPLOSIVES SAFETY STANDARDS:EXPLOSIVES SAFETY CONSTRUCTION

INFORMATION AND REQUIREMENTS, NUMBER 6055.09-M, VOLUME 1 FEBRUARY 29, 2008

- DOD AMMUNITION AND EXPLOSIVES SAFETY STANDARDS:GENERAL EXPLOSIVES SAFETY

THE BELOW:

THE DESIGN SHOULD SATISFY BASIC MANUALS AND DESIGN GUIDELINES INCLUDING BUT NOT LIMITED TO

7.PROVIDE COATING AND PAINTING SPECIFICATIONS AS PART OF THE CONSTRUCTION CONTRACT