A
B
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
Sheet 1
2
1
RSW
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EARTH-COVERED MAGAZINE,
CONCRETE OVAL-ARCH 421-80-09
WITH 8'-0" OR 10'-0" DOOR
No.
Dat
e
US Army Corps
AS SHOW N
SEPT 2013
Appr
.
D
Scal
e:
Dat
e:
2
M ER
RW B & M ER
3
Dr
awn by:
Desi
gned by:
4
C
A
Sheet reference
number:
G-001
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
5
COVER SHEET
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
*** SAFETY FIRST ***
1
US Army Corps
of Engineers
Huntsville Center
D
of Engineers
Huntsville Center
C
B
*** SAFETY FIRST ***
4
5
3
2
GENERAL ABBREVIATIONS
1
US Army Corps
DRAWING SYMBOLS
of Engineers
REFERENCE NO.
1
S-104 S-104
S-101 S-501
SHEET WHERE
ELEVATION IS DRAWN
SHEET(S) WHERE
DETAIL IS TAKEN
SHEET WHERE
DETAIL IS DRAWN
Revi
si
ons
SHEET(S) WHERE
ELEVATION IS TAKEN
Dat
e
1
D
DETAIL REFERENCE
No.
Descr
i
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i
on
ELEVATION REFERENCE
CUTTING PLANE
REFERENCE NO.
STRUCTURAL
A
ELECTRICAL
SHEET
REF. NO.
SHEET TITLE
G-001
1
COVER SHEET
G-002
2
INDEX, SYMBOLS, & ABBREVIATIONS
S-001
3
GENERAL NOTES
S-002
4
SPECIAL INSPECTIONS
S-101
5
FOUNDATION PLAN
S-201
6
ELEVATIONS
S-301
7
BUILDING SECTION
S-302
8
BUILDING SECTION
S-303
9
PILASTER SECTIONS
S-304
10
WINGWALL SECTIONS
S-305
11
WALL DETAILS
S-501
12
TYPICAL DETAILS
S-701
13
DOOR DETAILS
S-701 (A)
14
DOOR DETAILS
S-702
15
DOOR DETAILS
S-702 (A)
16
DOOR DETAILS
S-703
17
DOOR DETAILS
S-704
18
HIGH SECURITY HASP
S-704 (A)
19
INTERNAL LOCKING DEVICES
E-101
20
LIGHTNING PROTECTION SYSTEM
E-102
21
LIGHTNING PROTECTION SYSTEM
E-103
22
LIGHTNING PROTECTION SYSTEM
E-104
23
LIGHTNING PROTECTION SYSTEM
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B
A
Sheet reference
number:
G-002
Sheet 2
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
GENERAL
SHEET NO.
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
DISCIPLINE
I
NDEX,SYM BOLS,
& ABBREVI
ATI
ONS
DRAWING INDEX
B
Dr
awn by:
SECTION CUT
RSW
SHEET WHERE
SECTION IS DRAWN
JM U
SHEET(S) WHERE
SECTION IS TAKEN
Dat
e:
S-104 S-104
Dr
awi
ng code:
1
Scal
e:
SEPT 2013
AS SHOW N
C
JM U
C
REFERENCE NO.
Desi
gned by:
D
ABOVE FINISHED FLOOR
ALUMINUM
APPROXIMATELY
BUILDING
BOTTOM
BEARING
CAST-IN-PLACE
CONTROL JOINT
CENTER LINE
CONCRETE MASONRY UNIT
CENTER POINT
COLUMN
COORDINATE
CONCRETE
CONTINUE, CONTINUOUS
DIAMETER
DIAGONAL
DIMENSION
EACH
ELEVATION
EACH FACE
EXPANSION JOINT
EQUAL
EACH WAY
EXISTING
EXTERIOR
FOOTING
FIELD VERIFY
GALVANIZED
HEADED
HEIGHT
INTERIOR
INSIDE DIAMETER
LONG-LEG HORIZONTAL
LONG-LEG VERTICAL
MINIMUM
MANUFACTURER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
RADIUS
REINFORCEMENT
REQUIRED
SQUARE FEET
SHEET
SIMILAR
SLAB-ON-GRADE
STIFFENER
TYPICAL
UNLESS NOTED OTHERWISE
VERIFY IN FIELD
WELDED WIRE FABRIC
WELDED WIRE REINFORCEMENT
WITH
WORKING POINT
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
AFF
ALUM
APPROX
BLDG
BOTT
BRG
CIP
CJ
CL
CMU
CP
COL
COORD
CONC
CONT
DIA
DIAG
DIM
EA
ELEV
EF
EJ
EQ
E.W.
(E) OR EXIST
EXT
FTG
FV
GALV
HD
HT
INT
ID
LLH
LLV
MIN
MANF
NTS
O.C.
OD
OH
R
REINF
REQ'D
SF
SHT
SIM
SOG
STIFF
TYP
UNO
VIF
WWF
WWR
W/
WP
Appr
.
Huntsville Center
*** SAFETY FIRST ***
4
INTERNATIONAL BUILDING CODE 2009 (IBC) AS MODIFIED BY UFC 1-200-01
AMERICAN CONCRETE INSTITUTE (ACI 318)
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AMERICAN WELDING SOCIETY, A.W.S.
3.2 MAXIMUM ASSUMED NET SOIL BEARING PRESSURE USED FOR DESIGN: 3000 PSF .
B. LIVE LOADS
3.3 ASSUMED UNIT WEIGHT OF SOIL USED FOR DESIGN: 120 PCF
ROOF---------------------100 PSF
FLOOR-------------------100 PSF
3.4 ALL FOUNDATION BEARING SURFACES SHALL BE REVIEWED BY THE GEOTECHNICAL
ENGINEER PRIOR TO PLACING CONCRETE TO ENSURE THEIR COMPLIANCE WITH THE
PRESSURES NOTE ABOVE.
SNOW LOAD:
3.5 ALL FOOTINGS SHALL PROJECT AT LEAST 1'-6" INTO UNDISTURBED NATURAL SOIL OR
COMPACTED ENGINEERED FILL HAVING A SOIL BEARING PRESSURE THAT MEETS OR
EXCEEDS THAT SPECIFIED ABOVE.
GROUND SNOW LOAD (Pg) = 60 PSF
IMPORTANCE FACTOR (I) = 1.1
EXPOSURE CATEGORY (Ce) = 1.0
THERMAL CATEGORY (Ct) = 1.0
3.6 ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH LEAN CONCRETE.
C. WIND LOAD:
3.7 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS
SUBJECTED TO WATER.
BASIC WIND SPEED: 130 MPH
IMPORTANCE FACTOR (I): 1.15
EXPOSURE CATEGORY: C
ENCLOSURE CLASSIFICATION: ENCLOSED
5.5 WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". MINIMUM
SIZE FILLET WELDS SHALL BE 3/16" UNLESS OTHERWISE NOTED AND ELECTRODES SHALL BE E70xx.
WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS.
of Engineers
Huntsville Center
5.6 UNLESS SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS, ALL FRAMED BEAM CONNECTIONS
SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER EMPLOYED BY THE FABRICATOR.
STANDARD BEAM CONNECTIONS (NON-COMPOSITE) SHALL BE DESIGNED BASED ON A REACTION
EQUAL TO ONE-HALF THE MAXIMUM TOTAL UNIFORM LOAD CAPACITY FROM AISC'S "MAXIMUM TOTAL
UNIFORM LOAD" TABLE MULTIPLIED BY A FACTOR OF 1.2, UNLESS REACTIONS ARE SHOWN ON
STRUCTURAL DRAWINGS. MINIMUM REACTION TO DESIGN FOR SHALL BE (12.0 KIPS).
5.7 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED, UON.
MEMBERS NOT REQUIRED FOR CORROSION PROTECTION SHALL RECEIVE ONE COAT OF STANDARD
PRIMER PAINT. DO NOT PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED
SHEAR STUDS. PROVIDE 3" MINIMUM CONCRETE COVER FOR ALL STEEL BELOW GRADE AND PAINT
WITH 2 COATS OF COAL TAR EPOXY. EPOXY SHALL MEET THE REQUIREMENTS OF PAINT
SPECIFICATION SSPC-PAINT 16.
5.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 3/8" THICK, UNLESS OTHERWISE NOTED.
6.0 LIGHTNING PROTECTION SYSTEM (LPS)
ACI 301---------------"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI 315---------------"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"
ACI 318---------------"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
Descr
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4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, U.O.N.
ALL CONCRETE SHALL CONFORM TO ASTM C94.
2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS,
PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION.
THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN THE
STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.
4.8 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE HORIZONTAL
REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE LEG LENGTH EQUIVALENT
TO CLASS "A" TENSION LAP SPLICE U.O.N.
2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED
TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED.
4.9 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH SIZE AND SPACING OF VERTICAL
REINFORCING AT ALL PEDESTALS, WALLS, AND COLUMNS.
2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF.
SHOP DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS,
4.10 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS (POURED TO THEIR FULL DEPTHS IN
ONE OPERATION). ANY STOP IN CONCRETE WORK SHALL BE BULKHEAD AND KEYED, U.O.N.
DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE CONTRACTING OFFICER.
4.11 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE
MATERIAL. BARS WITH WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.
2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTION) FOR ACTUAL FINISHED FLOOR
ELEVATIONS (F.F.E.) FOR ALL BUILDINGS. ELEVATIONS SHOWN IN STRUCTURAL DOCUMENTS
WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 100'-0", U.O.N.
4.12 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT DISCONTINUOUS
THROUGH ALL CONTROL JOINTS, U.O.N..
2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR
GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES AND OBTAIN DIRECTION
PRIOR TO PROCEEDING.
4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE PREPARATION
FOR SLAB ON GRADE WORK.
2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL
WORK, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE
REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.
A
1. THE MAGAZINE HAS BEEN ANALYZED FOR THE LOADS LISTED ON THIS SHEET AND DETERMINED
TO BE ADEQUATE UNDER THESE LOADINGS. HOWEVER, THE DESIGNER SHOULD VERIFY THE
STRUCTURE FOR THE SITE-SPECIFIC LOADING CRITERIA. IF SITE-SPECIFIC LOADS EXCEED
THESE LISTED ON THIS SHEET, THE DESIGNER SHOULD ADDRESS ALL DEFICIENCIES THAT
DO NOT MEET CURRENT BUILDING CODES.
2. FOUNDATIONS SHALL BE REVISED TO REFLECT SPECIFIC SITE SOIL CONDITIONS INCLUDING
LOCAL SITING, TOPOGRAPHIC CONDITIONS, AND FROST PENETRATION DEPTHS. FINAL DESIGN
OF DRAINAGE SYSTEM AND WATERPROOFING AROUND MAGAZINE IS THE RESPONSIBILITY OF
THE SITE -ADAPT DESIGNER OF RECORD.
3. STRUCTURAL COMPONENTS, WITH THE EXCEPTION OF THE FOUNDATION (FOOTINGS),
SLAB-ON-GRADE, AND WING WALLS SHALL NOT BE MODIFIED WITHOUT THE APPROVAL OF
THE CONTRACTING OFFICER, WHO SHOULD CONSULT WITH THE U.S. ARMY ENGINEERING
AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH). STRUCTURE HAS BEEN
DETERMINED TO BE ADEQUATE FOR THE DESIGN CRITERIA LISTED ON THIS SHEET.
4. SHEETS S701 - S705 (HIGH SECURITY HASP) AND S701(A) - S705(A) (ILD) IDENTIFY TWO
DIFFERENT LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY WITH THE CONTRACTING
OFFICER THE CORRECT LOCKING SYSTEM REQUIRED AND REMOVE THE REDUNDANT
SHEETS FROM THE CONSTRUCTION CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
5.0 STRUCTURAL STEEL
STRUCTURAL DESIGNATION (7-BAR) NOTES:
5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO
A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."
1. ANY DEVIATION FROM THE STANDARD APPROVED DESIGN DRAWINGS FOR THE CONCRETE
HEADWALL, STEEL DOOR, CONCRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTEN
APPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB)
MAY REQUIRE THE MAGAZINE TO BE CONSIDERED AN UNDEFINED MAGAZINE AND MAY
SEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.
5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:
2.9 HEAVY COMPACTION AND OPERATION EQUIPMENT SHALL BE KEPT A MINIMUM DISTANCE
EQUAL TO THE HEIGHT OF THE BACKFILL ABOVE THE FOUNDATION FROM THE BACK FACE
OF THE REINFORCED CONCRETE WINGWALLS. THE CONTRACTOR SHOULD TAKE CARE
NOT TO OVERCOMPACT THE BACKFILL DIRECTLY BEHIND THESE RETAINING WALLS.
W AND S SHAPES................................................................ASTM A36
STEEL CHANNELS, ANGLES, PLATES AND BARS: .........ASTM A36
RECTANGULAR, SQUARE, AND ROUND HSS..................ASTM A500, GRADE B
STEEL PIPE (HSS)...............................................................ASTM A53, GRADE B
2. IF CONSTRUCTED PER THESE DRAWINGS, FACILITY MEETS BLAST-RESISTANT DESIGN
CRITERIA FOR A 7-BAR STRUCTURAL DESIGNATION PER DOD 6055.09-M. THIS DESIGNATION
IN NO WAY IMPLIES VALIDATION OF THE DESIGN AGAINST OTHER LOAD CASES.
Dat
e:
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DESIGNER NOTES: TO BE REMOVED WHEN PREPARING CONSTRUCTION DRAWINGS
FOR SITE ADAPTION OF THIS DESIGN.
B
GENERAL NOTES
2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT
IN-PLACE DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING
CONSTRUCTION LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE DESIGN LOADS
NOTED ABOVE.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
CONCRETE CAST AGAINST EARTH:......................................3 INCHES
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 BAR AND LARGER.............................................2 INCHES
NO. 5 BAR AND SMALLER.....................................1 1/2 INCHES
CONCRETE NOT EXPOSED TO WEATHER:
SLABS, WALLS, JOISTS...............................................1 INCHES
BEAMS AND COLUMNS.........................................1 1/2 INCHES
SLAB ON GRADE.......................................MID-DEPTH OF SLAB
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
4.7 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST-IN-PLACE CONSTRUCTION U.O.N.:
Desi
gned by:
2.0 GENERAL
RSW
4.6 REINFORCING SPLICES SHALL BE CONFORM WITH ACI 318 CLASS "B" TENSION LAP SPLICES, U.O.N. NO SPLICES
ARE PERMITTED IN THE PILASTERS AND DOOR HEADER. SPLICES IN THE 12" HEADWALL, IF NECESSARY, SHALL
BE STAGGERED ON OPPOSITE FACES AND SPLICES OF ADJACENT PARALLEL BARS WITHIN THE SAME LAYER
SHALL BE STAGGERED. STAGGER 12" HEADWALL SPLICES BY THE SPLICE LENGTH INDICATED IN THE DRAWINGS.
Checked by:
4.5 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF STANDARD
PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED IN ANY MANNER U.O.N. IN
CONSTRUCTION DOCUMENTS.
2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO
CONSTRUCTION/FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
Scal
e:
4.4 WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. MINIMUM LAP AND EMBEDMENT TO BE THE
GREATER OF ONE CROSS WIRE SPACING PLUS 2" OR 6", WHICHEVER IS GREATER.
JM U
4.3 REINFORCING BARS SHALL BE DEFORMED TYPE CONFORMING TO ASTM A615 GRADE 60 U.O.N.
SOIL DENSITY (γ): 120 PCF
ANGLE OF INTERNAL FRICTION OF THE SOIL (ϕ) : 30 DEGREES
AT-REST PRESSURE (EFP): 60 PSF PER FOOT OF DEPTH
ACTIVE PRESSURE (EFP): 40 PSF PER FOOT OF DEPTH
AS SHOW N
C
A
Sheet reference
number:
5.3 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:
THREADED RODS..............................ASTM A36
HEADED STUDS.................................ASTM A108, GRADES 1015 TO 1020 (60 KSI TENSILE STRENGTH)
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1. THIS STANDARD DESIGN DRAWING DATED SEPTEMBER 2013, STD 421-80-09 SHEETS 1-23,
UPDATE AND SUPERSEDE THE STANDARD DESIGN OF MAGAZINE, CONCRETE OVAL-ARCH
EARTH-COVERED, STD 33-15-74.
2
1
S-001
Sheet 3
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
OCCUPANCY CATEGORY=III
Ie=
1.25
Ss= 1.0
Sds= 0.67
S1= 0.4
Sd1= 0.37
SITE CLASS: C
BASIC SEISMIC-FORCE RESISTING SYSTEM:
SPECIAL REINFORCED CONCRETE SHEARWALLS
SEISMIC DESIGN CATEGORY= D
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
6.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, WALLS/ARCH, LOUVERS, VENTILATOR,
DOOR AND DOOR FRAME, ETC., SHALL BE MADE ELECTRICALLY CONTINUOUS BY BONDING
PER NFPA 780 APPROVED METHOD(S) AT 5 LINEAR FEET INTERVALS. ELECTRICAL CONTINUITY SHALL
BE PROVIDED ACROSS FLOOR EXPANSION AND ISOLATION JOINTS TO ARCH/WALL REINFORCEMENT
AND SHALL BE PROVIDED DURING CONSTRUCTION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION REGARDING LPS.
No.
4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING, HANDLING,
PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS:
E. SOILS
B
D
4.0 CONCRETE
D. EARTHQUAKE:
C
US Army Corps
SEPT 2013
D
3.1 SEE CIVIL DRAWINGS AND SPECIFICATIONS (PART OF SITE ADAPTION) FOR EARTHWORK
PREPARATION OF FOUNDATIONS INCLUDING THE REMOVAL OF ORGANIC MATERIALS, COMPACTING
SOILS BENEATH STRUCTURES, BACK FILL REQUIREMENTS FOR OVER EXCAVATION AND REMOVAL OF
UNSUITABLE MATERIALS.
Dat
e:
1.
2.
3.
4.
5.4 BOLTED CONNECTIONS SHALL CONFORM TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING
ASTM A325 OR A490 BOLTS". ALL BOLTS SHALL BE 3/4" DIAMETER UNLESS OTHERWISE NOTED.
Appr
.
A. BUILDING CODES AND SPECIFICATIONS:
1
Dat
e
3.0 FOUNDATIONS
2
Revi
si
ons
1.0 DESIGN CRITERIA:
3
JM U
5
*** SAFETY FIRST ***
5
4
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
DESIGNER NOTES: TO BE REMOVED WHEN PREPARING CONSTRUCTION DRAWINGS
FOR SITE ADAPTION OF THIS DESIGN.
D
No.
Descr
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Revi
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ons
Dat
e
1. SPECIAL INSPECTION SCHEDULE SHALL BE REVISED TO REFLECT SPECIFIC PROJECT
REQUIREMENTS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE;
HOWEVER, AT A MINIMUM THE SPECIAL ITEMS RELATED TO THE 'OTHER EXPLOSIVES SAFETY
RELATED ITEMS' SHALL BE INSPECTED AS SHOWN ON THIS SCHEDULE.
D
RSW
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Checked by:
A
B
SPECI
AL I
NSPECTI
ONS
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
B
A
Sheet reference
number:
S-002
Sheet 4
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
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STANDARD DESI
GN DRAW I
NGS -FI
NAL
Dr
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JM U
Scal
e:
SEPT 2013
Dat
e:
JM U
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Desi
gned by:
Dat
e:
C
AS SHOW N
C
*** SAFETY FIRST ***
3
2
1
B
OPTIONAL DRAIN
TO REAR
N
S101S201
US Army Corps
FOUNDATION PLAN
of Engineers
8"
SCALE:14"=1'-0"
1. NORMALLY CONSTRUCTED IN 60'-0" OR 80'-0" LENGTHS. MAXIMUM LENGTH WITH FLOOR SLOPE: 90'-0".
D
Dat
e
2. DOOR OPENING MAY BE CONSTRUCTED FOR DIFFERENT SIZES: 8'-0" x 8'-0" OR 10'-0" x 10'-0".
THE DESIGNER SHALL COORDINATE WITH THE CONTRACTING OFFICER FOR THE CORRECT DOOR
OPENING SIZE TO BE USED.
3. SLAB-ON-GRADE: 6" CONCRETE ON 6" CAPILLARY WATER BARRIER AND VAPOR BARRIER,
REINFORCED WITH #4 AT 12" O.C. EACH WAY SUPPORTED 1 1/2" FROM TOP OF SLAB UNO.
1
TYP.
S101S305
5. DRAINS TO BE SITE ADAPTED TO DRAIN EITHER TO THE FRONT OR REAR OF THE MAGAZINE.
6. ALL METAL PARTS, TO INCLUDE REINFORCEMENT, LOUVERS, VENTILATOR, DOOR FRAME, ETC.,
SHALL BE MADE ELECTRICALLY CONTINUOUS BY NFPA 780 APPROVED BONDING METHOD(S).
ELECTRICAL CONTINUITY SHALL BE PROVIDED ACROSS FLOOR CONSTRUCTION JOINTS AND
ACROSS FLOOR ISOLATION JOINTS TO ARCH REINFORCEMENT AT 5 LINEAR FEET INTERVALS.
SEE ELECTICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LPS.
CONTROL JOINT (C.J.)
SEE TYP. DETAILS
Revi
si
ons
4. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 18'-0" O.C. (MAX.). CONTROL JOINTS
SHALL BE COMPLETED AS SOON AS POSSIBLE.
Descr
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7. IN FROST AREAS PROVIDE NONFROST-SUSCEPTIBLE MATERIAL UNDER HEADWALL FOOTING, TO FULL
DEPTH OF FROST PENETRATION, OR LOWER BOTTOM OF FOOTING TO FROST PENETRATION DEPTH.
No.
8. LOUVERS ARE OPTIONAL. THEIR NECESSITY AND SIZE SHALL BE DETERMINED DURING THE SITE-ADAPTION
PROCESS BASED ON MATERIALS TO BE STORED AND GEOGRAPHICAL LOCATIONS. THE LOUVER WIDTH
OF 6 INCHES SHALL BE MAINTAINED. THE HEIGHT MAY BE VARIED AS NECESSARY.
9. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
WITH EARTH FILL AFTER SHELTER IS ERECTED.
C
C
2
TYP.
10'
0"
S101S305
WINGWALL FOUNDATION
11'-3"
5'-6"
6" 1'
0"
2'
6"
WEEPHOLE, TYP.
SEE NOTE 2 FOR
DOOR OPENING
10"
25'-0"
10"
HEAD WALL
33'-9"
32'-8"
DOOR, SEE
ELEVATION
ON S701
33'-9"
WING WALL
WING WALL
A
B
A
A
B
S101S304
S101S304
S101S303
S101S302
S101S303
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
RSW
Checked by:
Dr
awn by:
1'
0"
2'-9"
B
FOUNDATI
ON PLAN
C.J.
M ER
M ER & RW B
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Desi
gned by:
6" DIA. PERFORATED FOOTING DRAIN
ELEVATIONS AND SLOPES TO BE
ESTABLISHED WHEN STRUCTURE
IS SITE ADAPTED.
TYP.
S101S305
B
Dr
awi
ng code:
Dat
e:
FLOOR SLOPE 1"
:
15'
EDGE OF ARCH FOOTING
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
3
LENGTH VARI
ES -SEE NOTE 1
20'
0"M I
N TO 80'
0"M AX
C.
J.
M AX.(
TYPI
CAL)
18'
0"
S101S301
FLOOR SLOPE 1"
:
15'
A
A
Scal
e:
SEPT 2013
AS SHOW N
C.J.
A
Sheet reference
number:
S-101
A
Sheet 5
S101S201
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
D
Huntsville Center
Appr
.
4
5
*** SAFETY FIRST ***
4
3
2
1
US Army Corps
A
B
A
A
B
S201S304
S201S304
S201S303
S201S302
S201S303
of Engineers
Huntsville Center
1'-7"
2
A
17'
4 1/
2"
1
Descr
i
pt
i
on
B
S201S304
S201S304
A
Dat
e:
AS SHOW N
Dr
awi
ng code:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
A
Desi
gned by:
S302
RSW
S101S201
Checked by:
A
M ER
SCALE:14"=1'-0"
33'-9"
RW B & M ER
WALL ELEVATION
Scal
e:
32'-8"
Dat
e:
FINISH FLOOR
ELEVATION
AT HEADWALL
33'-9"
C
2'
0"
2'
6"
C
SEPT 2013
DOOR OPENING
1'
4"1'
8"
6"
1'
6"
No.
FOUNDATION DRAIN
8'-0" OR 10'-0"
M AX.
9"
8'
0"OR 10'
0"
S201S305
Revi
si
ons
TRACK SUPPORTS
SEE DETAILS ON
SHEETS S701-S703
LOUVER
SEE TYP.
DETAILS
D
Dat
e
29'-6"
3 1/
2"
1'-7"
D
Appr
.
TYP. AT
PILASTER
Dr
awn by:
5
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
S201S302
WATERPROOF ENTIRE
SURFACE OF EXTERIOR
WALLS AND ROOF
B
EXTENTS OF FRONT WALL
ELEVATION BEYOND
B
FINISH FLOOR AT BASE
OF REAR WALL
FINISH FLOOR/TOP OF
FOUNDATION AT BASE
OF FRONT WALL/DOOR
A
ELEVATI
ONS
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
CONSTRUCTION JOINT
A
Sheet reference
number:
WALL ELEVATION
SCALE:14"=1'-0"
S-201
B
S101S201
Sheet 6
S302
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
VENT ASSEMBLY
SEE TYP. DETAILS
*** SAFETY FIRST ***
4
5
3
2
1
26'-8"
US Army Corps
of Engineers
Huntsville Center
12'-6"
13'-4"
Appr
.
DEPTH GAUGE, SEE
DETAIL H/S501
D
Revi
si
ons
Descr
i
pt
i
on
#3 AT 8" O.C.
SLAB-ON-GRADE,
SEE PLAN
FILTER FABRIC
#4 BAR AT 5'-0" O.C.
WELDED TO WALL AND
SLAB REINF.
6" CAPILLARY
WATER BARRIER
A
2'-0"
#4 AT 9" O.C.
TOP AND BOTT.
5 - #3 CONT.
TOP AND BOTT.
4'-10"
1'
1 1/
4"
VAPOR BARRIER
UNDISTURBED SOIL
1'
0"
11'
9 1/
2"
MI
N.
2'
0"
1'
6"
2"x4" KEY
(TYPICAL)
A
S101 S301
S201
2'-0"
10"
SECTION
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Checked by:
RSW
M ER
Sheet reference
number:
SCALE: 3/4"=1'-0"
S-301
Sheet 7
4
A
2'-0"
WORKING POINT, TYP.
5
Dr
awi
ng code:
AS SHOW N
Scal
e:
SEPT 2013
Dat
e:
Desi
gned by:
30# ASPHALT
IMPREGNATED
FELT
B
BUI
LDI
NG SECTI
ON
4'
7 1/
2"
DOWELS TO MATCH
WALL REINF.
FLOOR ELEVATION AT BASE
OF REAR WALL (FINISH FLOOR
HIGH POINT)
RW B
14'
0"
#3 AT 8" O.C. EF.
ENTIRE ARCH
4'
0 1/
2"
GRAVEL FILTER
MATERIAL
7'
2 3/
4"
#5 AT 8" O.C.
INT. FACE
6" MIN. SAND FILTER
MATERIAL
6" DIA. PERFORATED
FOOTING DRAIN
PIPE (PERFORATIONS
DOWN)
3'
8"
R
"
#5 AT 4" O.C.
EXT. FACE
8'
0"
SATISFACTORY FILL
AT 95% MAX. DENSITY
4"
/
81
'
R3
9
'
-1
1
R
4'-9"
CONSTRUCTION JOINT,
PROVIDE 2" x 6" KEY
(TYPICAL)
R 27
'
6 3/
4
4'-11"
"
4
1/
0
1
2'
3
/4
"
8'
-8
"
R
9'-7 1/2 "
2'-3 7/8 "
C
#5 AT 4" O.C.
EXT. FACE
R 25'
9 1/
2"
2'-10 1/4 "
#3 AT 8" O.C.
INT. FACE
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
CENTERLI
NE
(
SYM M ETRI
CAL ABOUT CENTERLI
NE)
1'
7 7/
8"
3'
8"
2'
3 3/
4"
1
No.
WATERPROOF ENTIRE
SURFACE OF EXTERIOR
WALLS AND ROOF
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
1'
9"
2
B
1
CL
A
SP SS"
B
L
I
CE "L
A
,
TY P
P.
#5 AT 5½" O.C.
7'-4 3/4 "
C
NOTE:
EARTH FILL OVER ARCH SHALL CONTAIN
NO STONES HEAVIER THAN 10 POUNDS OR
LARGER THAN 6" IN ANY DIMENSION.
REASONABLY COHESIVE SOILS ONLY.
SOLID OR WET CLAY SHALL NOT BE USED.
12 1/
4"
7'-5 1/4 "
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
1
MI
N.
2 MIN.
2'
0"
2 MIN.
CONTRACTOR'S OPTION:
EXTERIOR FACE AT TOP OF
WALL MAY BE CONSTRUCTED
AS SHOWN
D
SLOPE
Dat
e
SLOPE
Dr
awn by:
10"
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
1'-6"
DEPTH GAUGE, SEE
DETAIL H/S501. PROVIDE
(3) AT ARCH CENTERLINE
AS SHOWN
1'-0"
3/4" CHAMFER, TYP. AT
EXPOSED CONCRETE EDGES
Huntsville Center
Appr
.
PILASTER BEYOND
of Engineers
D
D
Dat
e
1
TYP.
1'
0"
8"
Revi
si
ons
#3 AT 8" O.C.
SEE NOTE 2 ON S101
2"x4" CONTINUOUS KEY
Descr
i
pt
i
on
7'
2"OR 9'
2"
N.
2'
0" M I
2 MIN.
#5 CONT. AT 5½" O.C.
No.
#5 VERT. AT 10" O.C. ABOVE
DOOR OPENING, TYP.
WATERPROOF EXTERIOR
SURFACE OF WALLS
AND ROOF
#5 HORZ. AT 8" O.C. FOR 8'-0" DOOR SIZE OR
#5 HORZ. AT 10" O.C. FOR 10'-0" DOOR SIZE.
IF SPLICES ARE NECESSARY THEN PROVIDE
3'-1" LAP SPLICE
1 5/8 "
TYPI
CAL U.
O.
N.
6"
A
1'
0"
1'
6"
2'
6"M I
N.
#6 AT 5 ½" O.C.
DOWELS
4 - #3 CONT.
AS SHOWN
6" CAPILLARY
WATER BARRIER.
VAPOR BARRIER
1'-2"
8 1/8 "
A
4'-0"
EDGE OF FOOTING
AT BOLLARDS
#4 U-SHAPED TIES AT
8" O.C. (4 MIN.) AT
FOOTING EXTENSIONS
S101 S302
S201
8"
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
A
1'-2"
SECTION
SCALE: 3/4"=1'-0"
Sheet reference
number:
#5 AT 12" O.C.
S-302
(4) #5 CONT. TOP
AND BOTTOM
Sheet 8
5
RSW
M ER
GRAVELF
I
L
T
ER
MAT
ERI
AL
2'
0"M I
N.
M AX
F
I
L
T
ERF
ABRI
C
#4 BAR AT 5'-0" O.C.
WELDED TO WALL AND
SLAB REINF.
'
5
1
:
"
OOR1
L
OPEF
SL
TOP OF CONCRETE
SLAB ELEV. VARIES
6"
6
"
MI
N.
SANDF
I
L
T
ER
MAT
ERI
AL
B
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
SLAB-ON-GRADE,
SEE PLAN
SAT
I
SF
ACT
ORYF
I
L
L
AT9
5
% MAX.
DENSI
T
Y
BUI
LDI
NG SECTI
ON
#4 BAR AT 5'-0" O.C.
WELDED TO FOOTING
AND SLAB REINF.
(2) #5 CONT
AT FOOTING
EXTENSION
CLASS "
B"LAP SPLI
CE
#6 AT 6" O.C.
OUTSIDE FACE
4'
1"
7'
3"
#6 AT 5½" O.C.
INSIDE FACE
Checked by:
Desi
gned by:
#3 CONT. AT 10" O.C.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
6" MIN
#5 AT 12" O.C.
RW B
S302 S201
FINISHED FLOOR
HIGH POINT
Dr
awi
ng code:
B
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
SEE NOTE 2 ON S101
8'
0"or 10'
0"
DOOR, SEE ELEVATION
ON SHEET S701
CONSTRUCTION
JOINT, PROVIDE
2"x4" KEY
Dr
awn by:
14'
0"AT REAR W ALL
#3 AT 6" O.C.
OUTSIDE FACE
(2) #4 CONT. TOP AND BOTT.
B
Dat
e:
18'
2"
S302S201
Scal
e:
SEPT 2013
#4 TIES AT 6" O.C.
(2) #10 CONT. EACH FACE
A
AS SHOW N
C
1'
0"
C
*** SAFETY FIRST ***
4
5
3
2
1
2'-6"
3/4" CHAMFER, TYP.
3/4" CHAMFER, TYP.
1'-0"
2'-6"
1'-6"
1'-0"
US Army Corps
of Engineers
Appr
.
Huntsville Center
2x4 CONT. KEY
D
3/4" CHAMFER,
TYP.
VARIES W/
ARCH
4 - #11 CONT. EACH FACE
(NO SPLICES ALLOWED)
#4 TIES IN SETS
OF 3 AS SHOWN
AT 6" O.C.
No.
Descr
i
pt
i
on
1'
10"
#4 AT 12" O.C. EACH FACE,
IF SPLICES ARE NECESSARY
THEN PROVIDE 2'-6" LAP SPLICE
4 - #9 CONT.
(NO SPLICES ALLOWED)
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
#4 TIES IN SETS
OF 3 AT 6" O.C.
SECTION
2'-6"
1'-6"
1'-0"
(4) #9 CONT. EACH FACE (NO SPLICES ALLOWED).
EMBED VERTICAL REINF. (FOOTING
DEPTH MINUS COVER) INTO FOOTING
AND TERMINATE WITH STANDARD
HOOK
B
#4 AT 12" O.C. EACH FACE.
IF SPLICES ARE NECESSARY
THEN PROVIDE 2'-6" LAP SPLICE
#4 BAR AT 5'-0" O.C.
WELDED TO FOOTING
AND SLAB REINF.
SLAB-ON-GRADE,
SEE PLAN
(2) #5 CONT. AT
FOOTING EXTENSION
3'-6"
6"
2'
6"
#4 BAR AT 5'-0" O.C.
WELDED TO FOOTING
AND SLAB REINF.
#5 AT 8" O.C. EACH FACE
FOR 8' DOOR OPTION
(#5 AT 10" O.C. EACH FACE
FOR 10' DOOR OPTION).
IF SPLICES ARE NECESSARY
THEN PROVIDE 3'-1 LAP SPLICE
SLAB-ON-GRADE,
SEE PLAN
3/4" CHAMFER,
TYP.
2'-6"
RSW
Checked by:
(4) #11 CONT. (NO SPLICES ALLOWED).
EMBED VERTICAL REINF. (FOOTING
DEPTH MINUS COVER) INTO FOOTING
AND TERMINATE WITH STANDARD
HOOK
M ER
S303S303
Dr
awn by:
S303S303
SCALE: 1 1/2"=1'-0"
RW B
D
Desi
gned by:
S303 S303
D
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
C
B
TERMINATE HORZ. REINF.
WITH STANDARD HOOK
4'-0"
A
8 1/8 "
(4) #5 CONT. TOP
AND BOTTOM
#5 CONT. AT 12" O.C.
TOP AND BOTTOM
4'-0"
EDGE OF FOOTING
AT BOLLARDS
#4 U-SHAPED TIES AT
8" O.C. (4 MIN.) AT
FOOTING EXTENSIONS
(4) #5 CONT. TOP
AND BOTTOM
SECTION
B
SECTION
S101 S303
S201
SCALE: 3/4"=1'-0"
S101 S303
S201
SCALE: 3/4"=1'-0"
Sheet reference
number:
L6 x 3 /12 x 5/16" CONT.
D
S303 S303
SECTION
S-303
SCALE: 1 1/2"=1'-0"
Sheet 9
5
4
A
#5 CONT. AT 12" O.C.
TOP AND BOTTOM
4 - #9 CONT.
(NO SPLICES ALLOWED)
A
PI
LASTER SECTI
ONS
#4 TIES IN SETS
OF 3 AS SHOWN
AT 6" O.C.
1'
10"
1'
6"
1'
6"
TURN HOOKS OUTWARD
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
2'
6"
2'
6"
4 - #11 CONT. EACH FACE
(NO SPLICES ALLOWED)
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
PILASTER BEYOND
Dat
e:
#5 AT 8" O.C. EACH FACE
FOR 8' DOOR OPTION
(#5 AT 10" O.C. EACH FACE
FOR 10' DOOR OPTION).
IF SPLICES ARE NECESSARY
THEN PROVIDE 3'-1" LAP SPLICE
Dat
e:
C
SEPT 2013
C
Dr
awi
ng code:
VARIES W/
ARCH
#5 AT 8" O.C. EACH FACE
FOR 8' DOOR OPTION
(#5 AT 10" O.C. EACH FACE
FOR 10' DOOR OPTION).
IF SPLICES ARE NECESSARY
THEN PROVIDE 3'-1 LAP SPLICE
AS SHOW N
CONCRETE ARCH,
SEE SHEETS S301
AND S302 FOR REINF.
S303S303
Scal
e:
S303S303
Dat
e
C
CONCRETE ARCH,
SEE SHEETS S301
AND S302 FOR REINF.
D
Revi
si
ons
C
#4 AT 12" O.C. EACH FACE.
IF SPLICES ARE NECESSARY
THEN PROVIDE 2'-6" LAP SPLICE
*** SAFETY FIRST ***
4
5
3
2
1
3/4" CHAMFER, TYP.
3/4" CHAMFER, TYP.
US Army Corps
of Engineers
#4 AT 12" O.C.
EACH FACE
2"
#7 AT 12" O.C.
SOIL SIDE
Revi
si
ons
SAND FILTER
MATERIAL
GRAVEL FILTER
MATERIAL
2'-0"
5'-7"
3" DIA. WEEPHOLE
(SLOPE TO
OUTSIDE FACE)
MAX.
2"
A
SECTION
S101 S304
S201
SCALE: 3/4"=1'-0"
Dat
e:
RSW
Checked by:
#7 AT 12" O.C.
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
2'
0"
NOTE:
AS AN OPTION, DEPENDING ON SITE-SPECIFIC
CONDITIONS, THE WEEPHOLES THROUGH THE
WINGWALLS MAY BE REPLACED WITH PERFORATED
PIPE DRAINS PLACED IN THE GRAVEL FILTER
MATERIAL RUNNING LATERALLY BEHIND THE
WINGWALL AND CONNECTED TO THE PERIMETER
FOOTING DRAINS FOR THE MAGAZINE.
3'-0"
1'-8"
4
A
8'-0" MAX.
MAX.
Sheet reference
number:
B
SECTION
S101 S304
S201
SCALE: 3/4"=1'-0"
S-304
Sheet 10
5
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awi
ng code:
AS SHOW N
1½ DEEP KEY CONT.
#6 AT 12" O.C.
A
M ER
#5 CONT. AT 12" O.C.
WI
NGW ALL SECTI
ONS
MAX.
2'
0"
1'-0"
6"
B
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
B
2'-1 1/2 "
Scal
e:
SEPT 2013
Dat
e:
1'
4"
#6 AT 12" O.C.
Dr
awn by:
#7 AT 12" O.C.
#4 AT 8" O.C.
EXT. FACE
M ER
#5 CONT. AT 12" O.C.
1½ DEEP KEY CONT.
SAND FILTER
MATERIAL
#7 AT 8" O.C.
SOIL SIDE
Desi
gned by:
2"
3" DIA. WEEPHOLE
(SLOPE TO
OUTSIDE FACE)
C
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
GRAVEL FILTER
MATERIAL
No.
Descr
i
pt
i
on
#4 VERT. AT
12" O.C. EXT. FACE
VARI
ES -SEE ELEVATI
ON A/
S201 -13'
0 1/
2"TO 18'
0"
C
VARI
ES -SEE ELEVATI
ON A/
S201 -1'
8"TO 13'
0 1/
2"
1 1/2 "
D
Dat
e
2'
0"
#4 AT 12" O.C.
EACH FACE
2'
0"
D
Appr
.
Huntsville Center
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
4"
Descr
i
pt
i
on
No.
SEE SHEET S-303
FOR ARCH WALL REINF.
1'
0"
8"
1'
8"
SEE SHEET S-303
FOR FRONT WALL REINF.
Revi
si
ons
30# ASPHALT
IMPREGNATED FELT
1'
0"
SEE SHEET S-302
FOR BACKWALL REINF.
D
Dat
e
SEE SHEET S-302
FOR ARCH WALL REINF.
TYP.
1'
0"
D
STOP ALL
REINFORCING
HORIZONTAL WALL REINF.
AND STIRRUPS NOT
SHOWN FOR CLARITY
B
3/4" CHAMFER, TYP.
EXTENTS OF PILASTER
A
NOTE:
ENSURE #10 BARS IN HEADER ARE
INSTALLED INSIDE #11 VERTICAL
REINFORCEMENT OF PILASTERS
TO AVOID INTERFERENCE OF REBAR
A
S201 S305
NOTE:
ANGLES EMBEDDED AT
PILASTER AND BEAM EDGES
NOT SHOWN FOR CLARITY
W ALL DETAI
LS
1'-5" MIN.
(2) #4 CONT. TOP
AND BOTTOM
(2) #10 CONT. EACH FACE,
TERMINATE W/ 180 HOOK
EACH END INTO PILASTER
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
REFER TO PILASTER
DETAILS ON SHEET S303
FOR REINF. NOT SPECIFIED
A
Sheet reference
number:
SECTION
SCALE: 1 1/2"=1'-0"
S-305
Sheet 11
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 23
STANDARD DESI
GN DRAW I
NGS -FI
NAL
B
#4 AT 12" O.C.
EACH FACE
RSW
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
#4 TIES AT 6" O.C.
Dr
awn by:
Desi
gned by:
6'-1"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
RW B
(2) #10 CONT. EACH FACE,
EXTEND THROUGH PILASTER
AND INTO WALL AS SHOWN
Dr
awi
ng code:
SCALE: 1 1/2"=1'-0"
Checked by:
SCALE: 1 1/2"=1'-0"
Scal
e:
S101 S305
S101 S305
M ER
2
SCALE: 1 1/2"=1'-0"
DETAIL
3
DETAIL
Dat
e:
S101 S305
DETAIL
SEPT 2013
1
Dat
e:
C
AS SHOW N
C
*** SAFETY FIRST ***
3
2
1/4" THICK x 19" DIA.
STEEL PLATE (TYP.)
1
'
-0
1
ID /4
(12) 1" DIA. HOLES FOR
7/8" DIA. S.S. BOLTS ON 17"
DIA. BOLT CIRCLE (TYP.)
SAWCUT JOINT 1/4" WIDE x
1/4 SLAB THICKNESS. FILL
WITH JOINT FILLER
VAPOR BARRIER
REINF. DISCONT.
AT JOINT
#4 BAR AT 5'-0" O.C.
BRAZED OR WELDED
TO WWF.
1 7/16" DIA. HOLES
AT 1 9/16" O.C.
Huntsville Center
SCALE: 3/4"=1'-0"
REINF. DISCONT.
AT JOINT
S501
NO.
#4 BAR AT 5'-0" O.C. BRAZED
OR WELDED TO WWF.
A
S501
1
3"
SLAB REINF.,
SEE PLAN
6"
6"
2
KEYED CONTROL JOINT
GALVANIZED DUCT
CAP W/ INSECT
SCREEN
3/4" DIA. x 1'-6" SMOOTH DOWELS
AT 12" O.C. CENTERED ON CONTROL
JOINT PLACED AT MID-DEPTH OF SLAB.
PAINT ONE SIDE OF DOWEL WITH
ASPHALT PAINT AND OILED ALL AROUND
TO PREVENT BOND WITH CONCRETE.
SLAB CONTROL JOINT DETAIL
C
SCALE: 3/4"=1'-0"
(4) 1/4" DIA.
SELF-TAPPING
SCREWS
S501
ABOVE
GRADE
HAND- TOOL AREAS INACCESSIBLE BY SAW
CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT
WHERE EPOXY COATING IS USED.
WATERPROOFING
MEMBRANE (60 MIL)
TYP. AT WALLS & ROOF
TYPICAL VENT DETAIL
SCALE: 3/4"=1'-0"
6" WIDE x 24" HIGH
WEATHERPROOF LOUVER
WITH INSECT SCREEN AND
FUSIBLE LINK. SEE NOTE 6
ON SHEET S101
1/2 CUBIC YARD CAPILLARY
WATER BARRIER MATERIAL
AT OPEN END OF PIPE
(8) 1/2"-13UNC x 1 1/4" FLAT
HEAD BRASS SCREWS
GALV. STEEL FLANGE,
TAPPED FOR SCREWS
TYPICAL DRAIN
COVER DETAIL
L 2 1/2" x 2 1/2" x 1/4" ANGLE
FRAME WITH 3/8" DIA. HEADED
STUDS AT 6" O.C. AROUND
ALL SIDES
ELEVATION VIEW
D
SCALE: 3/4"=1'-0"
F
S501
REMOVABLE CAP
S501
1'-0"
3/4" THICK PLATE,
TYP.
NOTE:
PROVIDE ELECTRICAL CONTINUITY BY WELDING
VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPE
1'
6"
3" DIA. PVC PIPE BONDED
TO FIBERGLASS PLATE.
PAINT PIPE BRIGHT
ORANGE
TYP.
(T 6"
Y
P
.)
METAL SCREWS,
TYP.
TYP.
GALV. STEEL FLANGE,
TAPPED FOR SCREWS
6"
NOTE:
LOUVER FRAME
NOT SHOWN
(4) 1/4"-20UNC x 1" FLAT
HEAD BRASS SCREWS
TYPICAL WEEP
COVER DETAIL
PLAN VIEW
SCALE: 3/4"=1'-0"
TYPICAL LOUVER
DETAIL
J
S501
SCALE: 1 1/2"=1'-0"
4
18"x18"x3/8"
FIBERGLASS PLATE
CENTERLINE
OF CONCRETE ARCH
Dat
e:
Dr
awi
ng code:
AS SHOW N
RSW
Checked by:
1/4
#4 DIAG. AT
EACH CORNER
AT MID-DEPTH OF SLAB
TYPICAL REINFORCING
AROUND WALL OPENING
DI
A.
6"
7 1/
2"
TYP.
6 1/
2"
2"
6" DIA.
BOLT CIRCLE
GALV. GRATE
COVER
B
MARK AND LABEL PIPE
IN 1" INCREMENTS TO
INDICATE HEIGHT ABOVE
TOP OF CONCRETE
3" GALV. PIPE (GALV.)
PLACE ADD'L BARS
ON EACH SIDE EQUAL
TO STEEL AREA OF
INTERRUPTED BARS
AT EACH FACE
(MIN. OF 1 #4)
5
JM U
6" PERFORATED
DRAIN
GALV. GRATE
COVER
Dr
awn by:
SPRING ATTACHED
TO INSURE POSITIVE
CLOSURE
14 GA. MIN. GALV.
STEEL FRAME
(2) 1/2" DIA. SECURITY
RODS AT 8" O.C.,
WELDED TO ANGLE
Desi
gned by:
3"
DI
A.
11"
2'
0"
FUSIBLE LINK
TYPI
CAL DETAI
LS
METAL FLASHING
SASH CHAIN
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
SEALANT
6" x 5" REDUCER
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
1/4
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
9 1/2" DIA.
BOLT CIRCLE
Scal
e:
SEPT 2013
1'-8"
1/2"
2"
12'
11"A.
F.
F.AT
REAR W ALL
1'
6"
1/2" DIA. ROD
WELDED INSIDE OF
PIPE ON CENTERLINE
EACH DIRECTION TO
FORM A CROSSING
PATTERN
SCALE: 3/4"=1'-0"
C
Dat
e:
2"
1" x 2" x 1/8" x 0'-3" LG. CLIP
ANGLES AT TOP AND BOTTOM.
ATTACH TO CONCRETE W/
3/8" DIA. EXPANSION BOLTS
12" SCH. 20 (MIN.)
GALVANIZED
STEEL PIPE
LOUVER
OPENING
15"
19"
24"
29"
42"
48"
54"
61"
6" GALV. PIPE (GALV.)
(4) 1/2" DIA. x 6"
HEADED STUDS
AT EQ SPACING
A
19"
25"
31"
37"
54"
62"
70"
79"
CAULK, TYP. ALL SIDES
3/4" THICK PLATE
CLASS "B"
LAP SPLICE
19"
25"
31"
37"
54"
60"
78"
85"
OTHER BARS
TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON
CONCRETE CAST BELOW THE REINF.
1'-6"
B
TOP BARS
INSECT SCREEN TOP
AND BOTTOM
16 GA. MIN. GALV.
STEEL BLADE
CONCRETE WALL,
SEE PLAN/SECTIONS
BARS
B
INCREASED SPLICE LENGTHS ARE REQUIRED IN THE 12" THICK
HEADWALL. THESE INCREASED LAPS ARE SHOWN ON THE
DETAILS/SECTIONS AND INCLUDE A 20% INCREASE FACTOR.
NO SPLICES ARE ALLOWED IN THE PILASTERS OR DOOR
HEADER
SAWCUT JOINTS AS EARLY AS ALLOWED
1/4" x 19" DIA. STEEL
FLANGE PAIR W/ (2)
RUBBER GASKETS, SEE
DETAIL A ON THIS SHEET.
TYP.
fc= 4000 PSI
WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LARGER
OF THE LAP SPLICE DIMENSION OF THE SMALLER BAR OR THE
DEVELOPMENT LENGTH OF THE LARGER BARS
USE EITHER AT CONTRACTOR'S OPTION
1'
0"M I
N.
#3
#4
#5
#6
#7
#8
#9
#10
fc= 4000 PSI
TOP BARS
OTHER
B
A
A
24"
19"
15"
32"
25"
19"
40"
31"
24"
48"
37"
29"
70"
54"
42"
80"
62"
48"
101"
78"
60"
111"
85"
66"
Dat
e
BAR
SIZE
SAWCUT JOINT 1/4" WIDE x
1/4 SLAB THICKNESS. FILL
WITH JOINT FILLER
NOTES:
REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE
PREPARATION AND EARTHWORK RECOMMENDATIONS.
VENTILATOR FLAME
PLATE DETAIL
SCALE: 3/4"=1'-0"
B
SAWED CONTROL JOINT
Revi
si
ons
SLAB-ON-GRADE DETAIL
NOTE:
CLASS 150 FORGED FLANGES
MAY BE SUBSTITUTED FOR
FABRICATED PLATE FLANGES
SLAB REINF.,
SEE PLAN
D
Descr
i
pt
i
on
SUB-GRADE MATERIAL
AS APPROVED
DEVELOPMENT
LENGTHS
No.
PIPE FLANGE
SPLICE LENGTHS
TBD I
N FI
ELD
FLAME PLATE
C
of Engineers
6" CAPILLARY WATER
BARRIER
D
EARTH FILL LINE
US Army Corps
3/4" DIA. x 1'-6" SMOOTH DOWELS
AT 12" O.C. CENTERED ON CONTROL
JOINT PLACED AT MID-DEPTH OF SLAB.
PAINT ONE SIDE OF DOWEL WITH
ASPHALT PAINT AND OILED ALL AROUND
TO PREVENT BOND WITH CONCRETE.
FINISH FL.
G
S501
DEPTH GAUGE DETAIL
SCALE: 3/4"=1'-0"
H
S501
Sheet reference
number:
S-501
E
Sheet 12 of 23
S501
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
"
SLAB REINF.,
SEE PLAN
1
Appr
.
4
5
*** SAFETY FIRST ***
4
5
3
2
1
A
AS REQ'D BY OPERATOR
US Army Corps
S701S702
of Engineers
BY OPERATOR
7 1/2 "
1/4" DIA. EXPANSION
BOLTS AT 12" O.C.
TRACK SUPPORT BRACKET
TYPE II, SEE DETAIL 2/S703.
1
2'
0"
TRACK SUPPORT
BRACKET, SEE DETAIL
1/S703
TRACK CLAMP
2'-0"
18 LB PULL-DOOR
TRAVEL CHAIN
3 1/2 "
BOXOUT, SEE DETAIL 6/ S702
S701S701
6"
10'-0" (CLEAR OPENING)
4"
2'
0"
1/4" THICK
PLATE
B
3/16" x 2" RUBBER
IMPREGNATED CANVAS
BELTING SIMILIAR TO HEAD
AND JAMB.
S701S701
ELEVATION
TOP OF CONCRETE SLAB
SCALE: 1/2"=1'-0"
CONCRETE WALL/PILASTER
3/
8"
S101 S701
S102
1/
2"
A
B
1'
11"
C6x13
NOTE:
REFER TO DETAIL 5/S702
FOR COVER PLATE SPLICE
INFORMATION
10'-0" CLEAR OPENING
4
S701S702
B
SECTION
S701 S701
SCALE: 3/4"=1'-0"
Dat
e:
B
1 5/
8"
1/4" THICK PLATE
2
LOCKING DEVICE
SYSTEM, SEE DETAILS
ON SHEET S704
3/8" THICK
PLATE
C6x13, TYP.
9"
3"
3" DIA. x 30" PIPE, FILL
WITH CONCRETE.
4" PROJECTION, TYP.
1'-6"
C
SECTION
S701 S701
SCALE: 3/4"=1'-0"
S701S702
5
L3 1/2 x 3 1/2 x 1/4" WITH
3/4" DIA. x 12" HEADED
STUDS AT 18" O.C.
9 1/
2"
9"
8 1/
8 " 1'
0"
A
4"
L6 x 3 1/2 x 5/16" WITH
3/4" DIA. x 12" HEADED
STUDS AT 18" O.C.
4
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
2" 9"
EDGE OF FOOTING
1'-6"
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
DOOR DETAI
LS
6"
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
10'-10"
SHEETS S701 - S702 (10'-0" x 10'-0" DOOR) AND
S701(A) - S702(A) (8'-0" x 8'-0" DOOR) IDENTIFY TWO
DIFFERENT DOOR OPENING SIZES. THE DESIGNER
SHALL VERIFY WITH THE CONTRACTING OFFICER THE
CORRECT DOOR SIZE REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE DOOR SIZE NOT USED.
2
1
Sheet reference
number:
S-701
Sheet 13 of 23
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
10'-10"
3/8" THICK
PLATE
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
1"
RSW
TS 6x6x1/2, TYP.
Dr
awi
ng code:
S701S702
Checked by:
4'
0"
3
10'
3"
L4x4x1/4 x 0'-6"
C
AS SHOW N
2'
0"
3"
2'
6 1/
2"
3" DIA. x 30" PIPE FILLED
WITH CONCRETE. PROVIDE
4" PROJECTION, TYP.
S701S702
JM U
1
DOOR IN CLOSED POSITION
C
TOP OF CONCRETE
SLAB
3/16" x 2" RUBBER
IMPREGNATED CANVAS
BELTING. FASTEN TO DOOR
FRAME WITH 1/8" x 1 1/4" METAL
STRIP AND 1/4" x 3/4" SCREWS
AT 8" O.C. AT HEAD AND JAMB
Scal
e:
LOCKING DEVICE
SYSTEM, SEE DETAILS
ON SHEET S704
2'
0"
DOOR IN OPEN POSITION
1'
0"
DOOR HANDLE,
SEE DETAIL 3/S703
L 3 1/2" x 3 1/2" x 1/4" WITH
3/4" DIA. x 12" HEADED
STUDS AT 18" O.C.
Dr
awn by:
8"
Descr
i
pt
i
on
EMERGENCY DOOR
RELEASE CHAIN GUIDE
AND HOLDER, SEE
DETAIL 5/ S703
C
2'
3"
DOOR CHANNEL
EXTENSION, SEE
DETAIL 4/S703
No.
EMERGENCY DOOR
RELEASE BRACKET
SEPT 2013
2'-0"
BOTTOM OF HOOD
ENCLOSURE AT
EACH END
3"
IDLER
SPROCKET
L1 1/2 "x 1 1/2" x 1/4" GALV. FRAMES AT
EACH END AND AT 6'-0" O.C. MAXIMUM
SPACING IN-BETWEEN. FASTEN TO
CONCRETE WALL WITH (3) 1/4" DIA.
EXPANSION BOLTS.
1/
2"
CHAIN OPERATOR
3000 LB DOOR
TROLLEY, TYP.
2'
0"
L4x4x1/4 x 0'-4" LONG TROLLEY
STOP ON BOTH SIDES OF TRACK.
ATTACH TO TROLLEY W/ 3/4" DIA.
BOLTS. LOCATE STOP TO LIMIT DOOR
TRAVEL TO OPEN POSITION SHOWN
D
12
Dat
e
S8 x 18.4 TROLLEY
TRACK
D
FLASHING
WEATHERPROOF
ENCLOSURE IS TO
BE DESIGNED FOR
SITE-SPECIFIC LOADS
Dat
e:
TRACK SUPPORT BRACKET
TYPE I, SEE DETAIL 1/ S703
CAULK
Desi
gned by:
7 1/2 "
Huntsville Center
20 GAGE GALV. SHEET
METAL HOOD THE FULL
LENGTH OF TRACK AND
ENCLOSING ENDS
Appr
.
AS REQ'D
Revi
si
ons
11'-3"
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
9'-9"
10'
0"(
CLEAR OPENI
NG)
1'-2"
*** SAFETY FIRST ***
4
5
3
2
1
A
AS REQ'D BY OPERATOR
US Army Corps
S701S702
of Engineers
BY OPERATOR
FLASHING
1/4" DIA. EXPANSION
BOLTS AT 12" O.C.
WATERPROOF
ENCLOSURE IS TO
BE DESIGNED FOR
SITE-SPECIFIC LOADS
TRACK SUPPORT BRACKET
TYPE II, SEE DETAIL 2/S703.
1
Dat
e
2000 LB DOOR
TROLLEY, TYP.
2'
0"
TRACK SUPPORT
BRACKET, SEE DETAIL
1/S703
TRACK CLAMP
18 LB PULL-DOOR
TRAVEL CHAIN
3 1/2 "
BOXOUT, SEE
DETAIL 6/ S702
C
4"
3/16" x 2" RUBBER
IMPREGNATED CANVAS
BELTING SIMILIAR TO HEAD
AND JAMB.
C6x8.2
B
TOP OF CONCRETE SLAB
NOTE:
REFER TO DETAIL 5/S702
FOR COVER PLATE SPLICE
INFORMATION
ELEVATION
A
B
3/
8"
1/
2"
S701S701
S101 S701
S102
SCALE: 1/2"=1'-0"
4
S701S702
CONCRETE WALL/PILASTER
B
SECTION
S701 S701
SCALE: 3/4"=1'-0"
8'-0" CLEAR OPENING
Dat
e:
B
4"
9"
8 1/
8 " 1'
0"
A
L3 1/2 x 3 1/2 x 1/4" WITH
3/4" DIA. x 12" HEADED
STUDS AT 18" O.C.
9 1/
2"
1 5/
8"
L6 x 3 1/2 x 5/16" WITH
3/4" DIA. x 12" HEADED
STUDS AT 18" O.C.
1/8" THICK PLATE
C6x8.2, TYP.
9"
2
3"
3" DIA. x 30" PIPE, FILL
WITH CONCRETE.
4" PROJECTION, TYP.
1'-6"
LOCKING DEVICE
SYSTEM, SEE DETAILS
ON SHEET S704
1/4" THICK
PLATE
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
2" 9"
SHEETS S701 - S702 (10'-0" x 10'-0" DOOR) AND
S701(A) - S702(A) (8'-0" x 8'-0" DOOR) IDENTIFY TWO
DIFFERENT DOOR OPENING SIZES. THE DESIGNER
SHALL VERIFY WITH THE CONTRACTING OFFICER THE
CORRECT DOOR SIZE REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE DOOR SIZE NOT USED.
EDGE OF FOOTING
1'-6"
S701S702
5
4
C
SECTION
S701 S701
SCALE: 3/4"=1'-0"
DOOR DETAI
LS
6"
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
8'-10"
Sheet reference
number:
S-701 (A)
Sheet 14 of 23
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
8'-0" (CLEAR OPENING)
1'
4"
6"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
1'
8"
1"
8'-10"
1/8" THICK
PLATE
RSW
1/4" THICK
PLATE
Dr
awi
ng code:
W6x15, TYP.
Checked by:
L4x4x1/4 x 0'-6"
S701S702
C
AS SHOW N
2'
0"
3"
8'
3"
3" DIA. x 30" PIPE FILLED
WITH CONCRETE. PROVIDE
4" PROJECTION, TYP.
TOP OF CONCRETE
SLAB
3
4'
0"
C
S701S702
Scal
e:
DOOR IN
CLOSED
POSITION
2'
6 1/
2"
DOOR IN
OPEN POSITION
3/16" x 2" RUBBER
IMPREGNATED CANVAS
BELTING. FASTEN TO DOOR
FRAME WITH 1/8" x 1 1/4" METAL
STRIP AND 1/4" x 3/4" SCREWS
AT 8" O.C. AT HEAD AND JAMB
1
1'
8"
DOOR HANDLE,
SEE DETAIL 3/S703
LOCKING DEVICE
SYSTEM, SEE DETAILS
ON SHEET S704
JM U
1'
0"
8"
Dr
awn by:
EMERGENCY DOOR
RELEASE CHAIN GUIDE
AND HOLDER, SEE
DETAIL 5/ S703
L 3 1/2" x 3 1/2" x 1/4" WITH
3/4" DIA. x 12" HEADED
STUDS AT 18" O.C.
Descr
i
pt
i
on
S701S701
No.
DOOR CHANNEL
EXTENSION, SEE
DETAIL 4/S703
2'-0"
3"
2'-0"
BOTTOM OF HOOD
ENCLOSURE AT
EACH END
1/
2"
EMERGENCY
DOOR RELEASE
BRACKET
L1 1/2 "x 1 1/2" x 1/4" GALV. FRAMES AT
EACH END AND AT 6'-0" O.C. MAXIMUM
SPACING IN-BETWEEN. FASTEN TO
CONCRETE WALL WITH (3) 1/4" DIA.
EXPANSION BOLTS.
1'
10"
IDLER
SPROCKET
CHAIN OPERATOR
1'
8"
L4x4x1/4 x 0'-4" LONG TROLLEY
STOP ON BOTH SIDES OF TRACK.
ATTACH TO TROLLEY W/ 3/4" DIA.
BOLTS. LOCATE STOP TO LIMIT DOOR
TRAVEL TO OPEN POSITION SHOWN
D
12
SEPT 2013
S6 x 12.5
TROLLEY TRACK
D
7 1/2 "
Dat
e:
TRACK SUPPORT
BRACKET TYPE I,
SEE DETAIL 1/ S703
Desi
gned by:
7 1/2 "
Huntsville Center
CAULK
Appr
.
AS REQ'D
Revi
si
ons
9'-3"
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
7'-9"
8'
0"(
CLEAR OPENI
NG)
1'-2"
20 GAGE GALV. SHEET
METAL HOOD THE FULL
LENGTH OF TRACK AND
ENCLOSING ENDS
*** SAFETY FIRST ***
4
3
2
1
C6x13
1/2 "
US Army Corps
of Engineers
3/16
3/16
Huntsville Center
1/
2"
3/16
1/4" THICK
PLATE
3/16
FACE OF CONCRETE
Appr
.
5
C6x13
3/8" THICK
PLATE
TS 6x6x1/2
3/16
3/16
TRACK SUPPORT
BRACKET TYPE I,
SEE DETAIL 1/S703
3/8" THICK
PLATE
D
Dat
e
D
1/4" THICK
PLATE
NOTE:
REFER TO A/S702 FOR
INFORMATION NOT SHOWN
DETAIL
1
TRACK CLAMP
S701 S702
5 1/2 "
2
SCALE: 1 1/2"=1'-0"
S701 S702
DETAIL
Revi
si
ons
1 1/8" DIA. BOLT
SCALE: 1 1/2"=1'-0"
S8x18.4 TRACK
SCALE: 1 1/2"=1'-0"
S701 S702
SCALE: 1 1/2"=1'-0"
4
S701 S702
Descr
i
pt
i
on
DETAIL
SCALE: 1 1/2"=1'-0"
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
B
6" TO EDGE
OF DOOR
C6x13
TS 6x6x1/2
TYP.
3/16
x
3/16
TYP.
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
1/4
10"
x
10"
CONT.
AT PLATE
SPLICE
3/8" THICK PLATE
1/4" THICK PLATE
1/4" THICK
PLATE, TYP.
NOTE:
COVER PLATES SHALL BE SPLICED ONLY
AS REQUIRED BY THE SIZE OF PLATES
AVAILABLE. LOCATION OF SPLICE(S) SHALL
BE DETERMINED BY THE CONTRACTOR AND
THE SPLICE SHALL CONFORM TO THIS DETAIL.
A
1'-0"
9/
16 "
3/8" THICK
PLATE
3 3/
8"
1/2" DIA. WEEP HOLES
TOP AND BOTTOM AT
1/3 POINTS OF THE
TS 6x6 SPAN (TYP.)
1/4" DIA. x 1 1/4" GALV.
BOLTS, TACK WELD
TO PLATE
3 3/
8"
3/16
B
1/8
1/4" THICK PLATE
INSIDE VIEW
SIDE VIEW
"x" DIMENSION TO FIT MAGNETIC
SWITCH PURCHASED
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
5
S701 S702
5
COVER PLATE SPLICE DETAIL
6
SCALE: 1 1/2"=1'-0"
4
S701 S702
DETAIL
SHEETS S701 - S702 (10'-0" x 10'-0" DOOR) AND
S701(A) - S702(A) (8'-0" x 8'-0" DOOR) IDENTIFY TWO
DIFFERENT DOOR OPENING SIZES. THE DESIGNER
SHALL VERIFY WITH THE CONTRACTING OFFICER THE
CORRECT DOOR SIZE REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE DOOR SIZE NOT USED.
SCALE: 1 1/2"=1'-0"
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-702
Sheet 15 of 23
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
DETAIL
3
Desi
gned by:
S701 S702
SECTION
2. 9/16" x 2 1/2" SLOT WELD.
3 AT 5" O.C., 2 AT 7" O.C.,
2 AT 9 1/2" O.C., AND 1 AT 17"
FROM EACH EDGE OF DOOR.
START CENTERLINE OF FIRST
WELD 5" FROM EDGE OF DOOR.
3/16
DOOR DETAI
LS
A
1/2" DIA. WEEP
HOLES AT 1/3
POINTS
Dat
e:
1/4" THICK PLATE
1. AT THE CONTRACTOR'S OPTION,
PLUG WELDS OF EQUIVALENT
STRENGTH MAY BE SUBSTITUTED
FOR THE SLOT WELDS.
3 5/8 " 1/4 " CLR.
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
NOTES:
RSW
3/16" x 2" RUBBER IMPREGNATED
CANVAS BELTING AT HEAD
AND JAMB
Dr
awi
ng code:
TACK WELD
TS 6x6x1/2
C
Checked by:
PLATE 1/2" x 6" x 8",
TACK WELD AT
CORNERS TO C6x13
1/4" THICK PLATE
C6x13
AS SHOW N
L 3 1/2" x 3 1/2" x 1/4" CONT.
W/ 3/4" DIA. x 12 HEADED STUDS
AT 18" O.C.
3/8" THICK
PLATE
JM U
C
3/16
SEPT 2013
3/8" THICK
PLATE
SEE NOTES 1 AND 2
1/
2"
3/8" THICK PLATE
1/4" THICK
PLATE
Scal
e:
9/
16 "
1/2" DIA. WEEP HOLES TOP AND
BOTTOM AT 1/3 POINTS OF THE
TS 6x6 SPAN (TYP.)
No.
1 5/8 "
Dat
e:
C6x13
3/16
Dr
awn by:
2'
1"
3000 LB. TROLLEY
*** SAFETY FIRST ***
4
3
2
1
1/8" THICK
PLATE
C6x8.2
1/2 "
of Engineers
1/8
1/8
Huntsville Center
1/
2"
3/16
US Army Corps
3/16
Appr
.
5
C6x8.2
D
W6x15
1/8" THICK
PLATE
1/4" THICK
PLATE
3/16
3/16
TRACK SUPPORT
BRACKET TYPE I,
SEE DETAIL 1/S703
1/4" THICK
PLATE
D
Dat
e
FACE OF CONCRETE
NOTE:
REFER TO A/S702 FOR
INFORMATION NOT SHOWN
DETAIL
1
TRACK CLAMP
S701 S702
2
SCALE: 1 1/2"=1'-0"
DETAIL
S701 S702
Revi
si
ons
7/8" DIA. BOLT
SCALE: 1 1/2"=1'-0"
5 5/8"
S6x12.5 TRACK
2000 LB. TROLLEY
SCALE: 1 1/2"=1'-0"
S701 S702
SCALE: 1 1/2"=1'-0"
4
S701 S702
SCALE: 1 1/2"=1'-0"
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
B
1'-0"
6" TO EDGE
OF DOOR
C6x8.2
7/
16 "
1/4" THICK
PLATE
3 3/
8"
1/2" DIA. WEEP HOLES
AT1/3 POINTS OF THE
SPAN (TYP.)
3 3/
8"
3/16
1/4" DIA. x 1 1/4" GALV.
BOLTS, TACK WELD
TO PLATE
W6x15
TYP.
3/16
x
TYP.
1/4" THICK PLATE
1/8" THICK PLATE
3/16
COVER PLATES SHALL BE SPLICED ONLY
AS REQUIRED BY THE SIZE OF PLATES
AVAILABLE. LOCATION OF SPLICE(S) SHALL
BE DETERMINED BY THE CONTRACTOR AND
THE SPLICE SHALL CONFORM TO THIS DETAIL.
A
1/8
1/4" THICK
PLATE, TYP.
NOTE:
B
3/16
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
1/8
x
10"
10"
CONT.
AT PLATE
SPLICE
Dat
e:
DETAIL
1/8" THICK PLATE
INSIDE VIEW
SIDE VIEW
"x" DIMENSION TO FIT MAGNETIC
SWITCH PURCHASED
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
5
S701 S702
5
COVER PLATE SPLICE DETAIL
6
SCALE: 1 1/2"=1'-0"
4
S701 S702
DETAIL
SHEETS S701 - S702 (10'-0" x 10'-0" DOOR) AND
S701(A) - S702(A) (8'-0" x 8'-0" DOOR) IDENTIFY TWO
DIFFERENT DOOR OPENING SIZES. THE DESIGNER
SHALL VERIFY WITH THE CONTRACTING OFFICER THE
CORRECT DOOR SIZE REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE DOOR SIZE NOT USED.
SCALE: 1 1/2"=1'-0"
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-702(A)
Sheet 16 of 23
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
DETAIL
3
Desi
gned by:
S701 S702
SECTION
2. 7/16" x 1 1/4" SLOT WELD.
5 AT 3 1/4" O.C., 2 AT 4" O.C.,
2 AT 5" O.C., AND 8" FROM
EACH EDGE OF DOOR. START
CENTERLINE OF FIRST WELD 2"
FROM EDGE OF DOOR.
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
A
3/16
3/16
DOOR DETAI
LS
1/8" THICK PLATE
1/2" DIA. WEEP
HOLES AT 1/3
POINTS
RSW
1. AT THE CONTRACTOR'S OPTION,
PLUG WELDS OF EQUIVALENT
STRENGTH MAY BE SUBSTITUTED
FOR THE SLOT WELDS.
3 3/4" 1/4 " CLR.
Dr
awi
ng code:
NOTES:
Checked by:
TACK WELD
W6x15
JM U
3/16" x 2" RUBBER IMPREGNATED
CANVAS BELTING AT HEAD
AND JAMB
C
AS SHOW N
1/8" THICK PLATE
C6x8.2
Scal
e:
1/4" THICK
PLATE
L 3 1/2" x 3 1/2" x 1/4" CONT.
W/ 3/4" DIA. x 12 HEADED STUDS
AT 18" O.C.
PLATE 1/2" x 6" x 8",
TACK WELD AT
CORNERS TO C6x8.2
3/16
Dat
e:
C
SEE NOTES 1 AND 2
Dr
awn by:
1/4" THICK
PLATE
1/8" THICK
PLATE
SEPT 2013
1/4" THICK PLATE
Descr
i
pt
i
on
1/2" DIA. WEEP HOLES
AT 1/3 POINTS OF THE
SPAN (TYP.)
1/
2"
1 5/8 "
7/
16 "
C6x8.2
No.
2'
0"
3/16
*** SAFETY FIRST ***
4
5
3
2
1
(2) 3/4" x 10"
HEADED STUDS
3½" 2½"
9 1/4 "
(2) 7/8" DIA. x 12" LG
BOLTS
3/16
WT4x9
L6x4x1/2 x 1'-0" LG.
TYP.
L6x4x1/2 x 10" LG.
1/4
ELEVATION VIEW
6"
1'-10"
1 1/4" RAD.
9"
1"
SCALE: 1 1/2"=1'-0"
1/4
1 3/16" x 1 3/4" SLOTTED HOLE
FOR 1 1/8" DIA. BOLT OR
15/16" x 1 3/4" SLOTTED HOLE
FOR 7/8" DIA. BOLT.
3/8" THICK
PLATE, TYP.
HANGER CLAMP
SIDE VIEW
EDGE OF DOOR
OPENING
EDGE OF
DOOR
FACE OF
CONCRETE
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
WT4x9
Dr
awi
ng code:
9 1/4"x9"x1/2" PL.
Dat
e:
C
AS SHOW N
S701 S703
SEPT 2013
3
DOOR HANDLE
DETAIL
EXTEND TOP CHANNEL
OF DOOR 1'-10"
Dat
e:
(4) 3/4" x 10"
HEADED STUDS
4 1/
2"
3 3/
4"
3/16
(2) 7/8" DIA. x 12" LG
BOLTS
TYP.
S8x18.4 FOR 10'-0" DOOR
(S6x12.5 FOR 8'-0" DOOR)
SEE DETAIL
A/S702
8"
3/4" x 8" x 10"
EMBED PLATE.
1/4
2'
3"
1/
2"
3/4" THICK
PLATE
FACE OF
PILASTER
2 1/2"
1"
1"
9"
1/4
4"
1/4" THICK
PLATE
7 1/
2"
1/4
1'-11 5/8" AT 8'-0" DOOR
1 1/
4"
(2) 7/8" DIA.
ANCHOR BOLTS
3/4" DIA.
BENT ROD
(2) 3/4" x 10"
HEADED STUDS
1 1/
2"
2 1/2 " 1'-11 1/2" AT 10'-0" DOOR
C
PLAN VIEW
2"
1"
Appr
.
EXTEND TOP DOOR CHANNEL
ELEVATION VIEW
SIDE VIEW
S701 S703
SCALE: 1 1/2"=1'-0"
1/8" THICK
BENT PL.
1 "
14
B
5 "
8
1 "
14
1 "
14
1"
3/16" RAD.
3
4"
112"
RSW
JM U
SCALE: 1 1/2"=1'-0"
Checked by:
SCALE: 1 1/2"=1'-0"
S701 S703
Desi
gned by:
S701 S703
S702
2
TYPE II TRACK SUPPORT
BRACKET DETAIL
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
1
TYPE I TRACK SUPPORT
BRACKET DETAIL
DETAIL
Dr
awn by:
4
B
3 "
8
EQ
1
"
3/8" DIA. HOLE,
BOTH TABS
5
A
CHAIN GUIDE AND
HOLDER DETAIL
S701 S703
SCALE: N.T.S.
DOOR DETAI
LS
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
EQ
Sheet reference
number:
S-703
Sheet 17 of 23
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
FACE OF
CONCRETE
DOOR WIDTH
Scal
e:
PLAN VIEW
Revi
si
ons
1/4
Descr
i
pt
i
on
TYP.
1/4
D
1/4
3/4" THICK
PLATE
4 5/8 " 4 5/8 "
1/4
Dat
e
(4) 3/4" x 10"
HEADED STUDS
4 3/
4"
2"
1/4
No.
2 1/8 "
3/4" x 8" x 10"
EMBED PLATE.
5"
5"
S8x18.4 FOR 10'-0" DOOR
(S6x12.5 FOR 8'-0" DOOR)
FACE OF CONCRETE
L6x3 1/2x5/16
1'
3"
1/4" THICK
PLATE, TYP.
TYP.
D
3/8" THICK
PLATE
of Engineers
Huntsville Center
3/
8"
5/8 "
1 1/
2"
8"
2 1/
2"
5/8"
US Army Corps
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
(6) 7/8" DIA. x 12" LG. HEADED
STUDS (2 ROWS OF 3 STUDS
PER ROW. ROWS SPACED
6" VERTICALLY)
of Engineers
1 1/4 " 4 3/4 " 4 3/4 "
Huntsville Center
1 1/4 "
Appr
.
CLEAR DOOR
OPENING
D
D
12x12x3/4" PL.
4"
TYP.
3/8" THICK PL.
Revi
si
ons
3/16
8 1/
2"
1 5/
8"
1/
4"
DOOR CHANNEL
1'-0"
Dat
e
L3 1/2" x 3 1/2" x1/4"
CONT.
1/4
4"
TYP.
4 13/16" x 11" x 1/2" PLATE
WELDED TO W10 W/
1/4 INCH FILLET WELD
ON THREE SIDES
Descr
i
pt
i
on
W10x49
11/16 "
HIGH SECURITY HASPS,
SEE NOTES ON THIS SHEET
No.
SHIM PLATE IF NEEDED,
WELD TO DOOR ALL
AROUND
DOOR WIDTH
PLAN VIEW
HIGH SECURITY
HASPS DETAIL
S701 S704
HIGH SECURITY HASP
STYLE 2, MK 2 MOD 9
SCALE: 1 1/2"=1'-0"
A
1. HIGH SECURITY HASPS SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-29181C,
STYLE 2-HASP (M29181-02) FOR LEFT HAND SWINGING DOOR. HIGH SECURITY PADLOCKS
SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-43607J.
2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD
DRAWINGS IS PERMITTED TO ACCOMMODATE THE HIGH SECURITY HASP UNLESS APPROVED BY THE
U.S. ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).
A
3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ON INSTALLATION AND
ATTACHMENT DETAILS OF THE HASPS AND PROVIDE THE NECESSARY STIFFENERS AND
ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE HIGH SECURITY HASPS.
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
RSW
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEET S704 (HIGH SECURITY HASPS) AND
S704 (A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
4. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701 - S703.
2
HI
GH SECURI
TY HASP
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
S704
HIGH SECURITY HASP NOTES:
5
B
1
Sheet reference
number:
S-704
Sheet 18 of 23
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
ELEVATION VIEW
Checked by:
JM U
B
1
Dr
awn by:
Desi
gned by:
1'-0"
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
HIGH SECURITY
HASPS, SEE NOTES
ON THIS SHEET
W10x49
U.S.ARM Y CORPS OF ENGI
NEERS
11/16 "
Dr
awi
ng code:
1/4
1"
5"
4'
0"ABOVE
FLOOR
SHIM PLATE IF
NEEDED, WELD
TO DOOR ALL
AROUND
1'
0"
1"
Dat
e:
12x12x3/4" PL.
DOOR WIDTH
Scal
e:
SEPT 2013
4 13/16" x 11" x 1/2" PLATE
3/16
Dat
e:
C
AS SHOW N
C
*** SAFETY FIRST ***
5
4
3
2
1
US Army Corps
of Engineers
D
Appr
.
Huntsville Center
(6) 7/8" DIA. x 12" LG. HEADED
STUDS (2 ROWS OF 3 STUDS
PER ROW. ROWS SPACED
6" VERTICALLY)
1 1/4 "
Dat
e
1 1/4 " 4 3/4 " 4 3/4 "
D
CLEAR DOOR
OPENING
12x12x3/4" PL.
1'-0"
1/
4"
1 5/
8"
Revi
si
ons
4"
SHIM PLATE IF NEEDED,
WELD TO EMBED PL.
ALL AROUND
Descr
i
pt
i
on
L3 1/2" x 3 1/2" x1/4"
CONT.
DOOR CHANNEL
No.
REFER TO ILD MANF.
INSTALLATION DRAWINGS
FOR MOUNTING INFORMATION
RECEIVER PLATE
FOR ILD LOCK
4"
ILD, SEE SYSTEM,
SEE MANF. DRAWINGS
3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ON INSTALLATION AND
ATTACHMENT DETAILS OF THE ILD AND PROVIDE THE NECESSARY STIFFENERS AND
ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE ILD.
4. SEE ILD MANUFACTURERS INSTALLATION DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN
IN THESE DRAWINGS.
5. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701-S703.
A
Checked by:
B
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEET S704 (HIGH SECURITY HASPS) AND
S704(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-704(A)
Sheet 19 of 23
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD
DRAWINGS ARE PERMITTED TO ACCOMMODATE THE ILD UNLESS APPROVED BY THE U.S. ARMY
ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).
Dr
awn by:
Desi
gned by:
1. INTERNAL LOCKING DEVICE IS A U.S. GOVERNMENT DESIGNED AND PATENTED LOCKING SYSTEM.
THE ILD SYSTEM SHALL BE PURCHASED FROM A GOVERNMENT APPROVED ILD MANUFACTURER WITH
COORDINATION OF NAVAL FACILITIES ENGINEERING SERVICE CENTER (NAVFAC ESC) SECURITY
ENGINEERING DIVISION. CONTACT CAN BE MADE VIA PHONE BY CALLING 805-982-1212
OR THEIR WEBSITE https://portal.navfac.navy.mil/portal/page/portal/navfac/navfac_ww_pp/navfac_nfesc_pp/locks/)
(
FOR ORDERING INFORMATION.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
INTERNAL LOCKING DEVICE (ILD) NOTES:
CONCRETE OVALARCH,
EARTH COVERED M AGAZI
NE
STD 4218009
B
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
SCALE: 1 1/2"=1'-0"
JM U
S701 S704
RSW
ILD DETAIL
I
NTERNAL LOCKI
NG DEVI
CES
1
S704
SEPT 2013
A
Dat
e:
INTERNAL LOCKING DEVICE (ILD)
Dat
e:
C
ILD, SEE SYSTEM,
SEE MANF. DRAWINGS
Dr
awi
ng code:
C
AS SHOW N
DOOR WIDTH
Scal
e:
RECEIVER PLATE
FOR ILD LOCK