A
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
Sheet 1
1
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
RSW
Dat
e:
Revi
si
ons
MODULAR STORAGE MAGAZINE,
BOX-TYPE STD 421-80-08 WITH 14'-8" DOOR
Descr
i
pt
i
on
Dat
e
US Army Corps
Dr
awi
ng code:
No.
Appr
.
D
Checked by:
JUNE 2013
2
Scal
e:
Dat
e:
3
JM U
JM U
4
Dr
awn by:
Desi
gned by:
5
COVER SHEET
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
B
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
*** SAFETY FIRST ***
1
US Army Corps
of Engineers
Huntsville Center
D
of Engineers
Huntsville Center
C
C
B
A
Sheet reference
number:
G-001
of 26
*** SAFETY FIRST ***
4
5
3
2
GENERAL ABBREVIATIONS
1
US Army Corps
DRAWING SYMBOLS
of Engineers
REFERENCE NO.
1
A-104 A-104
A-101 A-501
SHEET WHERE
ELEVATION IS DRAWN
SHEET WHERE
DETAIL IS TAKEN
SHEET WHERE
DETAIL IS DRAWN
Revi
si
ons
SHEET WHERE
ELEVATION IS TAKEN
Dat
e
1
D
DETAIL REFERENCE
No.
Descr
i
pt
i
on
ELEVATION REFERENCE
CUTTING PLANE
REFERENCE NO.
GENERAL
STRUCTURAL
A
ELECTRICAL
SHEET NO.
SHEET
REF. NO.
DRAWING CODE
SHEET TITLE
G-001
1
XXXXXX
COVER SHEET
G-002
2
XXXXXX
INDEX, SYMBOLS, & ABBREVIATIONS
S-001
3
XXXXXX
GENERAL NOTES
S-002
4
XXXXXX
SPECIAL INSPECTIONS
S-101
5
XXXXXX
FOUNDATION PLAN
S-102
6
XXXXXX
ROOF FRAMING PLAN
S-201
7
XXXXXX
ELEVATIONS
S-202
8
XXXXXX
ELEVATIONS
S-301
9
XXXXXX
BUILDING SECTION
S-302
10
XXXXXX
BUILDING SECTION
S-303
11
XXXXXX
SECTIONS
S-501
12
XXXXXX
TYPICAL DETAILS
S-701
13
XXXXXX
DOOR FRAME ELEVATION & DETAILS
S-701 (A)
14
XXXXXX
DOOR FRAME ELEVATION & DETAILS
S-702
15
XXXXXX
DOOR ELEVATIONS
S-702 (A)
16
XXXXXX
DOOR ELEVATIONS
S-703
17
XXXXXX
DOOR SECTIONS
S-703 (A)
18
XXXXXX
DOOR SECTIONS
S-704
19
XXXXXX
DOOR DETAILS
S-704 (A)
20
XXXXXX
DOOR DETAILS
S-705
21
XXXXXX
HIGH SECURITY HASP
S-705 (A)
22
XXXXXX
INTERNAL LOCKING DEVICES
E-101
23
XXXXXX
LIGHTNING PROTECTION SYSTEM
E-102
24
XXXXXX
LIGHTNING PROTECTION SYSTEM
E-103
25
XXXXXX
LIGHTNING PROTECTION SYSTEM
E-104
26
XXXXXX
LIGHTNING PROTECTION SYSTEM
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
DISCIPLINE
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Checked by:
A
Sheet reference
number:
G-002
Sheet 2
5
B
I
NDEX,SYM BOLS,
& ABBREVI
ATI
ONS
DRAWING INDEX
B
Dr
awn by:
SECTION CUT
RSW
SHEET WHERE
SECTION IS DRAWN
JM U
SHEET WHERE
SECTION IS TAKEN
Dat
e:
A-104 A-104
Scal
e:
1
Dr
awi
ng code:
JUNE 2013
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 OTHERWISE NOTED
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
UON
VIF
WWF
WWR
W/
WP
Appr
.
Huntsville Center
1
of 26
SPECIAL INSPECTION SCHEDULE/VERIFICATION
ITEM
EXTENT OF
1
INSPECTION
REFERENCE
COMMENTS/SCOPE
CONCRETE CONSTRUCTION
REINFORCING STEEL PLACEMENT
P
INSPECT SIZE, SPACING, COVER, POSITIONING AND GRADE OF REINFORCING STEEL. VERIFY THAT REINFORCING
ACI 318: 3.5, 7.1-7.7 BARS ARE FREE OF FORM OIL OR OTHER DELETERIOUS MATERIALS. INSPECT BAR LAPS AND MECHANICAL
SPLICES. VERIFY THAT BARS ARE ADEQUATELLY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS
C, P
AWS D1.4,
ACI 318:3.5.2
CONCRETE PLACEMENT
C
ACI 318: 5.9, 5.10
SAMPLING AND TESTING OF CONCRETE
C
CURING AND PROTECTION
FORMWORK
P
P
WELDING OF RIENFORCEMENT
ASTM C 172
ASTM C 31
ACI 318: 5.6, 5.8
ACI 318: 5.11-5.13
ACI 318: 6.1.1
VISUALLY INSPECT ALL REINFORCING STEEL WELDS. VERIFY WELDABILITY OF REINFORCING STEEL. INSPECT
PREHEATING OF STEEL WHEN REQUIRED.
INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS
SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED
TEST CONCRETE COMPRESSIVE STRENGTH, SLUMP, AIR-CONTENT AND TEMPERATURE
INSPECT CURING, COLD WEATHER PROTECTION AND HOT WEATHER PROTECTION PROCEDURES
INSPECT FORWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
PRECAST CONCRETE
PLANT CERTIFICATION/QUALITY CONTROL
PROCEDURES
MIX DESIGN
MATERICAL CERTIFICATION
REINFORCEMENT INSTALLATION
S
REVIEW OF PLANT OPERATIONS AND QUALITY CONTROL PROCEDURES
S
S
P
CONNECTIONS/EMBEDDED ITEMS
P
CONCRETE PLACEMENT
C
INSPECT CONCRETE BATCHING OPERATIONS AND VERIFY COMPLIANCE WITH APPROVED MIX DESIGN
REVIEW FOR CONFORMANCE TO ACI 318
INSPECT SIZE, SPACING, POSITION AND GRADE OF REINFORCING STEEL
INSPECT INTERFACE CONNECTIONS INCLUDING END AND EDGE DOWELING. INSPECT EMBEDMENTS FOR PROPER
LOCATION AND WELDING OF CONNECTIONS
INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS
SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED
SAMPLING AND TESTING
CURING AND PROTECTION
C
P
ERECTED PRECAST ELEMENTS
C
ACI 318: 5.9, 5.10
ACI 318: Ch. 16
INSPECT ERECTION OF PRECAST CONCRETE INCLUDING MEMBER CONFIGURATION, CONNECTIONS, WELDING AND
GROUTING
DOOR CONSTRUCTION
FABRICATOR CERTIFICATION/QUALITY CONTROL
PROCEDURES
S
REVIEW OF FABRICATOR'S QUALITY CONTROL PROCEDURES OR AISC CERTIFICATION
FABRICATOR INSPECTION
P
INSPECT IN-PLANT FABRICATION, OR REVIEW FABRICATOR'S APPROVED INDEPENDENT INSPECTION AGENCY'S
REPORTS
SPECIAL ITEMS RELATED TO THE OTHER
EXPLOSIVES SAFETY RELATED ITEMS
REBAR FARADAY-SHIELD
P
ECM GROUNDNG
P
INSPECT REINFORCING STEEL TO ENSURE ELECTRICAL CONTINUITY BETWEEN THE CAP, WALLS, SLAB AND
FOUNDATION THROUGH BONDING WELDS. DOCUMENT BONDS WITH PHOTOS AND CONTINUITY TEST.
VISUALLY INSPECT TO ENSURE ECM FOUNDATION IS BONDED TO THE GROUNDING SYSTEM. DOCUMENT WITH
DWGS E-101; E-102
PHOTOS.
DWGS E-101; E-102
GROUNDING SYSTEM
P
DWGS E-101; E-102,
VISUALLY INSPECT GROUNDING SYSEM CONDUCTORS TO ENSURE NO DAMAGE, BREAKAGE, OR CORROSION HAS
NFPA 780,
OCCURRED TO THE CONDUCTORS DURING INSTALL AND BEFORE EARTH BURIAL.
DA PAM 385-64, 17-27.
INDIVIDUAL BONDS
P
DWGS E-101, E-102,
INSPECT ALL BONDS FOR LOOSE CONNECTIONS THAT MIGHT RESULT IN HIGH-RESISTANCE CONNECTIONS.
NFPA 780, 8.9
DA PAM 385-64, 17.27.
LPS COMPONENTS
P
INSPECT LPS COMPONENTS FOR SECURE MOUNTING AND PROTECTION AGAINST ACCIDENTAL MECHANICAL
NFPA 780, 8.9
DA PAM 385-64, 17-27. DISPLACEMENT.
LPS TESTING
S
NFPA 780, 8.9
PERFORM BONDING TEST ACROSS EACH BOND, AND AN EARTH ELECTRODE TEST OF THE LPS.
DA PAM 385-64, 17-28.
EARTH COVER
P
DWGS S-301-302
DOOR LAPS
C
DWG S-701
INSPECT DEPTH GAUGES ON ROOF PRIOR TO EARTH COVER PLACEMENT FOR SIZE AND STABILITY. INSPECT EARTH
COVER DEPTH AND SLOPE TO ENSURE A 2' MIN. IS PROVIDED ABOVE STRUCTURE
INSPECT DOOR LAPS AT TOP AND BOTTOM OF DOOR FRAME
SPECIAL INSPECTION NOTES:
1 INSPECTION INTERVALS ARE AS FOLLOWS:
C - Continuous: The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performed
P - Periodic: The part-time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the
work.
S - Submittal
2 STRUCTURAL TEST AND SPECIAL INSPECTIONS ARE BASED ON CHAPTER 17 OF THE IBC 2009 EDITION
3 CONTRACTOR SHALL HIRE A QUALIFIED INSPECTION AND TESTING AGENCY TO PERFORM SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH THE IBC. SUBMIT INSPECTION REPORTS TO THE
CONTRACTING OFFICER FOR EACH DAY SPECIAL INSPECTIONS AND TESTING IS PERFORMED.
*** SAFETY FIRST ***
4
5
3
2
1
27'-0"
1'-0"
25'-0"
1'-0"
US Army Corps
B
DRAIN TO REAR
IF REQ'D
of Engineers
S101S201
Huntsville Center
1
TYP.
Appr
.
S101S303
D
Dat
e
D
Descr
i
pt
i
on
Revi
si
ons
EDGE OF FOOTING,
TYP.
1" SLOPE
FROM CENTER
WALL JOINT, TYP.
SEE ELEVATIONS
C
C
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
A
Dr
awi
ng code:
Dat
e:
C.
J.
1. TOP OF SLAB (FINISH FLOOR ELEVATION) = 0'-0" U.O.N.
AS SHOW N
1
SCALE: 4"=1'-0"
Scal
e:
FOUNDATION PLAN
Dat
e:
N
CONTROL JOINT (C.J.)
SEE TYP. DETAILS
JUNE 2013
1" SLOPE
FROM CENTER
No.
RI
DGE
6" DIA. CONT. FOOTING DRAIN.
ELEVATIONS, SLOPES, AND OUTLETS
TO BE ESTABLISHED WHEN STRUCTURE
IS SITE ADAPTED. SEE SECTIONS FOR
MORE DETAILS.
2. SLAB-ON-GRADE: 6" CONCRETE ON 4" CAPILLARY WATER BARRIER AND VAPOR BARRIER,
REINFORCED WITH FIBERMESH AND 6x6 W2.9xW2.9 WWF SUPPORTED 2" FROM TOP OF SLAB UNO.
S101S202
37'-9"
15'-4"
(RW-3)
(RW-2)
(RW-1)
37'-9"
15'-4"
11'-0"
11'-5"
(RW-1)
(RW-2)
(RW-3)
3
EY
L
L
VA
1'
10"1'
2"1'
10"
VA
L
L
EY
1"
SLOPE
4'
0"
1"
SLOPE
S101S303
A
A
A
A
S101S302
S101S303
Checked by:
Dr
awn by:
5'
2"
TYP.
B
S101S303
B
FOUNDATI
ON PLAN
11'-0"
8. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR MAY
BE PRECAST AT THE JOB-SITE.
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
11'-5"
20'
0"M I
N.-80'
0"M AX.
(
NOM I
NAL BUNKER LENGTH)
C.
J.
B
7. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE
DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.
JM U
C.J.
S101S301
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
A
JM U
6. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING
INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..
Desi
gned by:
5. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
WITH EARTH FILL AFTER SHELTER IS ERECTED.
1" SLOPE
FROM CENTER
1" SLOPE
FROM CENTER
U.S.ARM Y CORPS OF ENGI
NEERS
4. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.
RSW
3. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 18'-0" O.C. (MAX.). CONTROL JOINTS
SHALL BE COMPLETED AS SOON AS POSSIBLE.
A
S101S303
A
Sheet reference
number:
8" DIA. PIPE BOLLARD WITH
DOOR BUMPER (INDUSTRIAL GRADE)
AND CHAIN (OPTIONAL)
S101S201
S-101
27'-0"
Sheet 5
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 26
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Huntsville Center
1" OVERHANG
27'-0"
Appr
.
27'-2" (PRECAST ROOF PANEL)
1" OVERHANG
D
D
B
Dat
e
S102 S201
PRECAST ROOF
PANEL SPAN
Revi
si
ons
1'
0"
DEPTH GAUGE, TYP AT
9 LOCATIONS. PLACE 3 ON
EACH LONGITUDINAL EDGE
AND 3 DOWN THE MIDDLE OF
THE ROOF
COIL, INSERT
TYP. AT ROOF PANELS
BY PRECAST MANF.
4
Descr
i
pt
i
on
S102S303
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dat
e:
20'
0"M I
N.-80'
0"M AX.
(
NOM I
NAL BUNKER LENGTH)
A
2. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
WITH EARTH FILL AFTER SHELTER IS ERECTED.
3. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING
INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..
S102 S301
4. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE
DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.
B
PRECAST ROOF
PANEL SPAN
4'-0"
6. PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANELS BY WELDING
AT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE
DIRECTION. IN THE OTHER DIRECTION, WELD #4 BAR FROM BOTTOM PLATE TO #4 REINF.
3'-4"
(TYP.)
PRECAST ROOF
PANEL SPAN
2'-9"
VENTILATOR,
SEE TYP. DETAILS
3'-0"
(TYP.)
CONC. RETAINING
WALL (SLOPED)
A
A
A
S102S302
S102 S201
3'-6"
A
CAST-IN-PLACE
CONC. EARTH
BARRIER
27'-0"
Sheet reference
number:
3'-6"
34'-0"
S-102
Sheet 6
4
RSW
JM U
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
3'-4"
5. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR
MAY BE PRECAST AT THE JOB-SITE.
B
ROOF FRAM NG PLAN
1. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.
Checked by:
SCALE:14"=1'-0"
PRECAST ROOF
PANEL SPAN
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Desi
gned by:
ROOF FRAMING PLAN
Dr
awn by:
JM U
N
S102S202
A
5
Dr
awi
ng code:
TYP.
S102S303
AS SHOW N
JUNE 2013
PRECAST ROOF
PANEL SPAN
Dat
e:
C
2
Scal
e:
C
No.
PRECAST ROOF PANEL,
SEE TYP. DETAILS
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 26
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
34'-3"
34'-0"
34'-3"
of Engineers
Huntsville Center
2'
0"
D
26'-1"
8'-0"
38'-7"
(NOTCH FOR DOOR FRAME)
B
A
A
S201S303
S201S303
S201S302
S201S303
JM U
A
Desi
gned by:
A
WALL ELEVATION
SCALE:14"=1'-0"
S101S201
S102
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
A
S201S302
VENT ASSEMBLY,
SEE TYP. DETAILS
B
EXTENTS OF FRONT WALL
ELEVATION BEYOND.
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
LIFTING INSERT (TYP.),
BY PRECAST MANF.
(
W ALL HEI
GHT)
BACK WALL PANEL
14'
9 1/
2"
14'
8"
12'
8"
12'-6"
A
WALL ELEVATION
5
4
B
A
Sheet reference
number:
27'-0"
SCALE:14"=1'-0"
4"
Dat
e:
8'-0"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
38'-7"
8'-0"
RSW
8'-0"
ELEVATI
ONS
8'-0"
Dr
awi
ng code:
8'-0"
Checked by:
8'-0"
Dr
awn by:
8'-0"
Dat
e:
4"
C
AS SHOW N
1'
2"
C
No.
FINISHED GRADE
JUNE 2013
3"
MI
N.
D-RING ANCHOR, WELDED
TO DOOR FOR DOOR CATCH
WHEN DOOR IS OPEN, TYP.
2" DIA. PVC
WEEPS
TBD
SEE ELEVATION A/S701
FOR DOOR FRAME ELEV.
1'
10 1/
2"
RIGHT DOOR, SEE
ELEV. B/S702
DOOR HANDLE,
SEE DETAIL 12/S704
OR 1/S704 (A)
2" DIA. PVC
WEEPS
1
Scal
e:
LEFT DOOR, SEE
ELEV. A/S702
2
JM U
BETWEEN DOORS
Descr
i
pt
i
on
1" MARGIN
17'
1 1/
2"
8" DIA. PIPE BOLLARD
WITH DOOR BUMPER
(INDUSTRIAL GRADE)
AND CHAIN (OPTIONAL)
D-RING ANCHOR, BOLTED
TO CIP CONC. WALL FOR
DOOR CATCH WHEN DOOR
IS OPEN, TYP. (IF BOLLARD
OPTION IS NOT CHOSEN)
Revi
si
ons
CAST-IN-PLACE
CONCRETE WALL
3'-6"
LATCH HANDLE, SEE DETAIL
8/S704 (HASP OPTION)
1
D
Dat
e
5'
0"
PRECAST ROOF
PANEL BEYOND
3'-6"
2
Appr
.
VENT ASSEMBLY,
SEE TYP. DETAILS
B
S-201
S101S201
S102
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
Sheet 7
2
1
of 26
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
VENT ASSEMBLY,
SEE TYP. DETAILS
Huntsville Center
A
SEE DETAIL 4/S303
Appr
.
S202 S301
PRECAST ROOF PANELS,
SEE TYP. DETAILS
D
Descr
i
pt
i
on
(
W ALL HEI
GHT)
14'
9 1/
2"
PANEL-TO
PANEL
No.
1'-6"
3/8"
3/8"
2'
0"
SIDE WALL PANEL
14'
8"
DOOR, SEE
ELEVATIONS ON
S702
PANEL JOI
NT
LIFTING INSERT,
(TYP.), BY PRECAST
MANF.
Revi
si
ons
Dat
e
D
Dr
awi
ng code:
RSW
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awn by:
Desi
gned by:
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Checked by:
S101S202
S102
JM U
SCALE:14"=1'-0"
Dat
e:
A
WALL ELEVATION
AS SHOW N
(TYP. SIDE WALL PANEL LENGTH)
Scal
e:
LENGTH AS REQ'D
JM U
20'-0"
Dat
e:
C
JUNE 2013
C
A
B
ELEVATI
ONS
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
B
A
Sheet reference
number:
S-202
Sheet 8
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 26
*** SAFETY FIRST ***
2
1
NOTE:
EARTH FILL SHALL CONTAIN NO
STONES HEAVIER THAN 10 POUNDS OR
LARGER THAN 6" (15.2) IN ANY DIMENSION
of Engineers
Huntsville Center
2 MIN.
2 MIN.
1
D
Dat
e
SL
OPEF
I
L
L
L
L
I
OPEF
SL
US Army Corps
Appr
.
DEPTH GAUGE, SEE
DETAIL F/S501. REFER
TO ROOF PLAN
FOR LOCATIONS
MI
N.
REASONABLY COHESIVE
SOILS ONLY. SOLID OR
WET CLAY SHALL NOT BE USED.
SEE PLAN
WATERPROOFING MEMBRANE (60 MIL),
TYP. AT ROOF AND WALLS
MI
N.
2'
0"
D
3
2'
0"
4
5
1
1'
4"
Revi
si
ons
#4 BARS TO MATCH
STIRRUP SPACING
#4 BAR AT 5'-0" O.C. WELDED
TO PL. AND REINF. FOR
ELECTRICAL CONTINUITY.
(SEE NOTE 6 ON S102)
#6 BARS CONT., TYP.
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.,
(START 4 3/4" FROM END)
1/4
(2) #5 HORZ. CONT.
TOP & BOTT. TYP. AT
TOP OF WALLS
PRECAST ROOF PANELS,
SEE TYP. DETAILS
No.
TYP.
Descr
i
pt
i
on
"
2
)
P
Y .
T
(
(2) #4 CONT.
#8 VERT. AT 12" O.C., TYP.
1 1/
2"
B
1 1/2"
TYP.
5000 PSI HIGH STRENGTH,
NON-SHRINK GROUT
SLAB-ON-GRADE
SEE PLAN
JOINT SEALER,1/2"
MIN. DEPTH
1'
6"
VARI
ES
1'
0"
#4 BAR AT 5'-0" O.C.
WELDED TO WWF
AND REINF.
8"
A
S101 S301
S102
S202
2'-9 1/2 "
SECTION
FILTER FABRIC
3 1/2" (MIN.) WIDE PRE-SLOPED
TRENCH CONT.. PROVIDE
BOTTOM OUTLETS/DRAINS
(2" DIA.) AT 20'-0" O.C. MAX. RUN
DRAINS THRU FOUNDATION STEM
WALL AND TERMINATE WITHIN 6" OF
FOOTING DRAIN PIPE. (NOT SHOWN)
1'
6"
SLOPE
WRAP END OF WEEPS
WITH FILTER FABRIC, TYP.
1'-11"
6" DIA. PERFORATED FOOTING
DRAIN PIPE, TYP. (TURN
PERFORATIONS DOWN)
3"
8"
4"
MIN.
1
2'-0" 12
GRAVEL MATERIAL (GW)
SCALE: 3/4"=1'-0"
#5 CONT. AT 12" O.C.
TOP AND BOTT.
6'-6"
2'-9 1/2 "
1'-11"
1'-9 1/2 "
#5 TRANSVERSE BARS AT
12" O.C. TOP AND BOTT.
6'-6"
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
A
Sheet reference
number:
10"
#6 HORZ. CONT.
AT 12" O .C.
5
B
1'
0"
(
EM BEDM ENT)
4'
1"
#4 BAR AT 5'-0" O.C. BRAZED
OR WELDED TO REINF.
SLOPE
1'-9 1/2 "
#5 DOWELS AT 12" O.C.
#4 BAR AT 5'-0" O.C. BRAZED OR
WELDED TO REINF. AND
HEADED STUDS
1/2" EXP. JOINT
W/ JOINT FILLER
10"
1 1/2" DIA. WEEPS AT
1'-8" O.C.
#7 DOWELS AT 12" O.C.
ALTERNATE HOOK DIRECTION.
#7 DOWELS AT 12" O.C.
ALTERNATE HOOK DIRECTION.
A
6" SAND MATERIAL (SW)
3" DIAMETER GALV. CORRUGATED
STEEL CONDUIT (24 GAUGE MIN.).
GROUT SHALL BE 5000 PSI
HIGH STRENGTH, NON-SHRINK
3"
3" DIAMETER GALV. CORRUGATED
STEEL CONDUIT (24 GAUGE MIN.).
GROUT SHALL BE 5000 PSI
HIGH STRENGTH, NON-SHRINK
4"
#5 HORZ. AT 12" O.C. W/
SEISMIC HOOK EA END,
TYP.
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
14'
8"
(TYP.)
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
PRECAST WALL PANELS
1'-0"
Desi
gned by:
(TYP.)
NOTE:
STAGGER REBAR LAYERS TO
FORM A 6"x6" SQUARE MESH
PATTERN OF #5 AND #8 REBAR.
AS SHOW N
JM U
1"
RSW
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.,
STAGGERED.
BUI
LDI
NG SECTI
ON
#4 BAR AT 5'-0" O.C. WELDED
TO CHANNELS AND VERT. REINF.
FOR ELECTRICAL CONTINUITY.
Dr
awi
ng code:
C12x20.7 CONT.
Checked by:
3/8
3/8
Dat
e:
TYP.
1/2"x10"x9'-11 3/8"
LONG PL. EACH END
OF EACH PANEL
1"
1'
2"
1"
Scal
e:
(
T
YP.
)
Dat
e:
C
JM U
2
"
Dr
awn by:
C
JUNE 2013
1"
#4 STIRRUPS AT 4" O.C.,
TYP. ENCLOSE HORIZ.
REINFORCEMENT WITHIN
STIRRUPS
10"
1
S-301
Sheet 9
of 26
*** SAFETY FIRST ***
4
DEPTH GAUGE, SEE
DETAIL F/S501. REFER
TO ROOF PLAN
FOR LOCATIONS
CONT. SEALANT
ELASTOMERIC MEMBRANE
3x3 (MIN.) CANT STRIP CONT.,
ENSURE CANT STRIP ADEQUATELY
RECESSES BOLT HEADS.
CAST-IN-PLACE
CONC. EARTH
BARRIER
#5 STIRRUPS AT
12" O.C.
1/4
of Engineers
Huntsville Center
NOTE:
EARTH FILL SHALL CONTAIN NO
STONES HEAVIER THAN 10 POUNDS OR
LARGER THAN 6" (15.2) IN ANY DIMENSION
WATERPROOFING MEMBRANE,
TYP. AT ROOF AND WALLS
#4 BAR AT 5'-0" O.C.
WELDED TO BENT PL.
AND STIRRUPS FOR
ELECTRICAL CONTINUITY.
US Army Corps
D
2 MIN.
1
6" TYP. EA. EMBED
Revi
si
ons
5'
0"
REASONABLY COHESIVE
SOILS ONLY. SOLID OR
WET CLAY SHALL NOT BE USED.
24 GA. GALV. COUNTERFLASHING
LAP 4" MIN.
(16) #5 HORZ. CONT.
AS SHOWN
D
1
Appr
.
1'-2"
2
2'
0"M I
N.
1'-0"
3
Dat
e
5
1 1/
2"
5/8" DIA. x 8" HEADED
STUDS AT 12" O.C.,
STAGGERED SPACING
#4 BAR AT 5'-0" O.C. WELDED
TO ANGLE AND HORIZ. REINF.
FOR ELECTRICAL CONTINUITY.
(SEE NOTE 6 ON S102)
(2) #5 HORZ. CONT.
TOP & BOTT. TYP. AT
TOP OF WALLS
(TYP.)
1/4
60 MIL WATERPROOFING MEMBRANE
1'
2"
6" SAND MATERIAL (SW)
#5 HORZ. AT 12" O.C. W/
SEISMIC HOOK EACH END, TYP.
3" DIAMETER GALV. CORRUGATED
STEEL CONDUIT (24 GAUGE MIN.).
GROUT SHALL BE 5000 PSI
HIGH STRENGTH, NON-SHRINK
#8 VERT. AT 12" O.C., TYP.
5000 PSI HIGH STRENGTH
NON-SHRINK GROUT
4"
1 1/2"
TYP.
#7 DOWELS AT 12" O.C.
ALTERNATE HOOK DIRECTION.
L6 x 3 1/2 x 3/8 (LLV) W/ 1/2" DIA. x 4"
HEADED STUDS AT 12" O..C.
HSS 8x8x1/4
5 1/2 "
SLAB-ON-GRADE
SEE PLAN
#5 DOWELS x 8'-0" LONG
AT 1'-0" O.C.
8 1/2 "
FILTER FABRIC
2'
1"
1'
6"
4 " 1"
1
3
2'-0"
6 #5 BARS CONT
AS SHOWN
A
#4 BARS AT
3'-0" O.C.
S101 S302
S102
S201
SECTION
GRAVEL MATERIAL (GW)
SCALE: 3/4"=1'-0"
#5 CONT. AT 12" O.C.
TOP AND BOTT.
2'-9 1/2 "
1'-11"
#5 TRANSVERSE BARS AT
12" O.C. TOP AND BOTT.
#6 HORZ. CONT.
AT 12" O .C.
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
RSW
JM U
Sheet reference
number:
1'-9 1/2 "
6'-6"
5
B
1'
0"
CONCRETE APRON,
MAINTAIN SLOPE
AWAY FROM DOOR
FOR 13'-0" MIN..
11 1/
2"
2'
1"
A
6" DIA. PERFORATED FOOTING
DRAIN PIPE, TYP. (TURN
PERFORATIONS DOWN)
WRAP END OF WEEPS
WITH FILTER FABRIC, TYP.
SL
OPEDN.
OPEDN.
SL
#4 BAR AT 5'-0" O.C. BRAZED
OR WELDED TO REINF.
(
EM BEDM ENT)
CAULK VOIDS AROUND
DOOR FRAME
#5 DOWELS AT 12" O.C.
4'
1"
NOTE:
PROVIDE RAMPS, FOR EXAMPLE,
PRESSURE TREATED 2x MEMBERS
SLOPED AS REQUIRED TO ALLOW
FORKLIFTS TO SAFELY TRANSPORT
MUNITIONS OVER DOOR SILL.
VARI
ES
FROM 3"TO 4"
1 1/2" DIA. WEEPS AT
1'-8" O.C.
Checked by:
PRECAST WALL PANELS
Dr
awn by:
NOTE:
STAGGER REBAR LAYERS TO
FORM A 6"x6" SQUARE MESH
PATTERN OF #5 AND #8 REBAR.
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.,
STAGGERED
Desi
gned by:
WATERPROOFING MEMBRANE
(60 MIL), TYP. AT ROOF
AND WALLS
(TYP.)
JM U
1'-0"
C12x20.7 CONT.
BUI
LDI
NG SECTI
ON
B
3/8
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
EXTENTS OF DOOR FRAME,
SEE DETAILS ON S701
1/2" x 9" PL. CONT.
VARI
ES FROM
1 1/
2"TO 2 1/
2"
DOOR, SEE
ELEVATIONS
ON S702
#4 BAR AT 5'-0" O.C. WELDED
TO CHANNELS AND VERT. REINF.
FOR ELECTRICAL CONTINUITY.
PRECAST ROOF PANEL,
SEE TYP. DETAILS
(
14'
8"AT SI
DES AND 14'
7"AT CENTER)
VARI
ES FROM W /FLOOR SLOPE
1/4
Dat
e:
L6x6x1/2" x 26'-8" LONG (LLV)
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.,
START 5" FROM END
C
#4 STIRRUPS AT 4" O.C.,
TYP. ENCLOSE HORIZ.
REINFORCEMENT WITHIN
STIRRUPS
10"
Dr
awi
ng code:
PROVIDE HIGH -STRENGTH
NON -SHRINK GROUT
JUNE 2013
C
Dat
e:
SEE DETAIL 4/S303
No.
1"
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
DOOR FRAME,
SEE ELEVATIONS
ON S701
AS SHOW N
PRECAST ROOF PANELS,
SEE TYP. DETAILS
Scal
e:
14" x 1'-5" x 3/8 BENT
PL. (LLV) CONT.
DRIP EDGE
Descr
i
pt
i
on
6"
1
S-302
Sheet 10 of 26
A
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
3/4" CHAMFER
CONCRETE APRON,
MAINTAIN SLOPE
AWAY FROM DOOR
FOR 13'-0" MIN..
2'-9"
BOTTOM
"D"
#4 BARS AT 12" O.C.
TOP AND BOTTOM
RW-2
#7 AT 11" #7 AT 11" #7 AT 11" #5 AT 11"
RW-3
#5 AT 12" #5 AT 12" #5 AT 12" #5 AT 12"
THICKEN FOOTING AS
REQ'D AT RETAINING
WALL FOOTING.
1'
2"
NOTES:
1. FRONT SIDE OF WALL MUST BE
BACKFILLED AND COMPACTED
BEFORE BACKFILLING BEHIND WALL.
NOTE:
FOOTING DEPTH OF RETAINING WALL
FOOTING WILL VARY DEPENDING ON
PROJECT SITE. FOOTING MAY BE PLACED
MONOLITHICALLY WITH SIDE WALL
FOOTING IF PLACED AT THE SAME ELEVATION.
RETAINING WALL FOOTING,
SEE SECTION A/S303
FOR REINFORCING
S101 S303
S201
SECTION
B
SCALE: 3/4"=1'-0"
S101 S303
S201
SECTION
SCALE: 3/4"=1'-0"
3" DIAMETER GALV.
CORRUGATED STEEL
CONDUIT (24 GAUGE MIN.)
AT 12" O.C.
B
FOUNDATION STEM WALL,
SEE SECTIONS
PRECAST WALL PANELS,
SEE SECTONS FOR REINF.
5"
4"x0'-6"x3/8" PL.
AT EACH EMBED
C12x20.7 CONT.
3/8
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.,
STAGGERED.
#4 BAR AT 5'-0" O.C. WELDED
TO CHANNELS AND REINF.
(EA. FACE) FOR ELECTRICAL
CONTINUITY.
3" DIAMETER GALV.
CORRUGATED STEEL
CONDUIT (24 GAUGE MIN.)
AT 12" O.C.
C12x20.7 CONT.
1/2" x 1'-2" x 15'-0" LG. PL.
W/ 5/8" DIA. x 5 1/2" HEADED
STUDS AT 12" O.C.
5/8" DIA. x 8" HEADED
STUD AT 12" O.C.
1/4
WATERPROOFING MEMBRANE
(60 MIL), TYP AT WALLS & ROOF.
1/4
1/4
1/4
5/8" GAP
4"x0'-6"x3/8" PL.
AT EACH EMBED
1/2" DIA. x 4" HEADED
STUD AT 12" O.C.
6"
L4x3x3/8 x 0'-8" LG.
SEE PLAN FOR
SPACING
PRECAST ROOF
PANELS
#4 BAR TO
ANGLE
CAST-IN-PLACE
CONCRETE WALL,
SEE SECTION A/S303.
DOOR FRAME, SEE
DETAILS ON S701
SLAB EDGE AT
DOOR OPENING
B
WATERPROOFING
MEMBRANE (60 MIL), TYP
AT WALLS & ROOF.
L4x3x3/8 x 0'-8" LG.
SEE PLAN FOR
SPACING
#5 VERT.
8"
FOUNDATION STEM WALL,
SEE SECTIONS
CHANNEL
TO PLATE
#4 BAR AT 5'-0" O.C. WELDED
TO CHANNELS AND REINF. (EA. FACE)
FOR ELECTRICAL CONTINUITY.
SEE PLAN
"
4
2
PRECAST WALL PANELS,
SEE SECTONS FOR REINF.
WATERPROOFING
MEMBRANE, TYP AT
WALLS & ROOF.
2
4
"
#4 A706 REBAR TYP.,
PLACE 1 1/2" FROM TOP
OF ROOF PANEL.
1/2" DIA. x 8" HEADED STUDS
AT 12" O.C., STAGGERED.
Dr
awn by:
A
PRECAST ROOF PANELS,
SEE TYP. DETAILS
PROVIDE HIGH -STRENGTH
NON -SHRINK GROUT
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
BOTT. REINF. "D" ,
SEE SCHED.
Desi
gned by:
JM U
VARIES 4'-10" TO 10'-0" (SEE PLAN)
Dat
e:
RW-1 #7 AT 512" #7 AT 11" #7 AT 512" #5 AT 11"
DOWELS TO MATCH
VERT. REINF.
A
C
Dat
e:
1'-10"
TOP
"C"
FOUNDATION STEM WALL
FOOTING, SEE SECTION A/S301
FOR REINFORCING
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
TOP REINF. "C" W/ 90 DEG
STD. HOOK, SEE SCHED.
WALL REINF.
RSW
STEM REINF.
WALL
TYPE DOWELS VERTICAL
"A"
"B"
EXTENTS OF TURNDOWN
SLAB AT DOOR, SEE
SECTION A/S302
SECTI
ONS
RETAINING WALL SCHED.
#5 BARS x 36" LONG AT 12" O.C.
Dr
awi
ng code:
3"M I
N.
FINISHED GRADE
EXTENTS OF TURNDOWN
SLAB AT DOOR OPENING
No.
DOWELS "A", SEE SCHED.
JUNE 2013
2" DIA. PVC WEEPS
SEE ELEV. A/S201
2H/
3
CLASS "D" FINISH
Checked by:
#5 VERT. AT 12" O.C.
CONC. FOUNDATION
STEM WALL, SEE SECTION A/S301
AS SHOW N
FILTER FABRIC AROUND
DRAINAGE ROCK, TYP.
CLASS "C" FINISH
RETAINING WALL,
SEE SECTION A/S303
FOR REINFORCING
Scal
e:
WASHED DRAINAGE FILL,
1'-0" MIN. AT BASE
Revi
si
ons
DOOR, SEE
ELEVATIONS
ON S702
Descr
i
pt
i
on
VERTICAL REINF. "B",
SEE SCHED.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
C
HEI
GHT (
H)VARI
ES,SEE ELEV.A/
S201
2'
0"
6"
DOOR FRAME, SEE
DETAILS ON S701
JM U
1'-2"
#5 HORZ. AT 12" O.C.
D
Dat
e
D
RETAINING WALL
FOOTING, SEE PLAN
AND SECTIONS
1
S101 S303
DETAIL
2
SCALE: 3/4"=1'-0"
S102 S303
DETAIL
3
SCALE: 3/4"=1'-0"
S101 S303
DETAIL
4
SCALE: 3/4"=1'-0"
S102 S303
S202
S302
Sheet reference
number:
DETAIL
SCALE: 3/4"=1'-0"
S-303
Sheet 11 of 26
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
A
*** SAFETY FIRST ***
4
5
3
2
SAWCUT JOINT 1/4" WIDE x
1/4 SLAB THICKNESS. FILL
WITH JOINT FILLER
REINF. DISCONT.
AT JOINT
of Engineers
Appr
.
Huntsville Center
FINISH FL.
NO.
#3
#4
#5
#6
#7
#8
#9
#10
PIPE FLANGE
4" CAPILLARY WATER
BARRIER
SLAB REINF.,
SEE PLAN
SLAB-ON-GRADE DETAIL
A
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
S501
GALVANIZED DUCT
CAP W/ INSECT
SCREEN
6"
6"
2
KEYED CONTROL JOINT
SUB-GRADE MATERIAL
AS APPROVED
VENTILATOR FLAME
PLATE DETAIL
1
3"
NOTE:
CLASS 150 FORGED FLANGES
MAY BE SUBSTITUTED FOR
FABRICATED PLATE FLANGES
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
B
SCALE: 3/4"=1'-0"
S501
NOTES:
REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE
PREPARATION AND EARTHWORK RECOMMENDATIONS.
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"
DEVELOPMENT
LENGTHS
fc= 4000 PSI
BARS
B
TOP BARS
19"
25"
31"
37"
54"
60"
78"
85"
19"
25"
31"
37"
54"
62"
70"
79"
OTHER BARS
15"
19"
24"
29"
42"
48"
54"
61"
Revi
si
ons
BAR
SIZE
#4 BAR AT 5'-0" O.C. BRAZED
OR WELDED TO WWF.
Dat
e
SPLICE LENGTHS
TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON
CONCRETE CAST BELOW THE REINF.
C
S501
Descr
i
pt
i
on
1 7/16" DIA. HOLES
AT 1 9/16" O.C.
SAWCUT JOINT 1/4" WIDE x
1/4 SLAB THICKNESS. FILL
WITH JOINT FILLER
REINF. DISCONT.
AT JOINT
VAPOR BARRIER
D
SAWED CONTROL JOINT
CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT
WHERE EPOXY COATING IS USED.
USE EITHER AT CONTRACTOR'S OPTION
No.
SLAB REINF.,
SEE PLAN
SLAB REINF.,
SEE PLAN
FLAME PLATE
US Army Corps
"
1
'
-0
1
ID /4
(12) 1" DIA. HOLES FOR
7/8" DIA. S.S. BOLTS ON 17"
DIA. BOLT CIRCLE (TYP.)
D
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.
#4 BAR AT 5'-0" O.C.
BRAZED OR WELDED
TO WWF.
1/4" THICK x 19" DIA.
STEEL PLATE (TYP.)
1
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
SAWCUT JOINTS AS EARLY AS ALLOWED
HAND- TOOL AREAS INACCESSIBLE BY SAW
10'-2 3/8 "
2
"
T
YP.
TBD I
N FI
ELD
1'
0"
4 1/2 "
1" RADIUS, TYP.
#4 STIRRUPS
6 1/4 "
6 1/4 "
TOP OF PRECAST
ROOF PANEL
#4 STIRRUPS
STIRRUP TYPE "1"
STIRRUP TYPE "2"
STIRRUP TYPE "3"
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
D
18"x18"x3/8"
FIBERGLASS PLATE
1" RADIUS, TYP.
DEPTH GAUGE DETAIL
WATERPROOFING
MEMBRANE (60 MIL)
TYP. AT WALLS & ROOF
SCALE: 3/4"=1'-0"
F
S501
Dat
e:
RSW
JM U
Scal
e:
Dr
awi
ng code:
B
S501
2 1/2"
4"8 3/4 "
8'-4"
3'-4 1/2 "
(10 SPACES AT 10" O.C.)
NOTE:
PROVIDE ELECTRICAL CONTINUITY BY WELDING
VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPE
(3 SPACES AT 1'-1 1/2" O.C.)
3'-4 1/2 "
8'-4"
(3 SPACES AT 1'-1 1/2" O.C.)
8 3/4 "4"
2 1/2"
(10 SPACES AT 10" O.C.)
# 6 BAR CONT., TYP.
(NO SPLICE ALLOWED)
1'
4"
#4 STIRRUPS,
SEE CROSS SECTION
1'-2 1/2 "
A
TYPI
CAL DETAI
LS
27'-2"
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
SCALE: 3/4"=1'-0"
1" RADIUS, TYP.
3 3/
4"
1'
0"
3"
6 1/4 "
METAL FLASHING
TYPICAL VENT DETAIL
4 1/2 "
#4 STIRRUPS
SEALANT
PRECAST WALL
PANELS SEE SECTIONS
1'-2 1/4 "
1'
0"
5 3/32"
1/2 CUBIC YARD CAPILLARY
WATER BARRIER MATERIAL
AT OPEN END OF PIPE
1/4
135 DEGREE HOOK
4 1/
2"
1'
6"
SCALE: 3/4"=1'-0"
AS SHOW N
JUNE 2013
(4) #10 BARS CONT.
AS SHOWN, TYP.
CROSS SECTION
3" DIA. PVC PIPE BONDED
TO FIBERGLASS PLATE.
PAINT PIPE BRIGHT
ORANGE
JM U
Dat
e:
1/2" DIA. x 4" LG. HEADED
STUDS AT 12" O.C.
(START 8" FROM END)
10 3/8 "
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
TYP.
4 1/2 "
Y
Checked by:
TYP.
MARK AND LABEL PIPE
IN 1" INCREMENTS TO
INDICATE HEIGHT ABOVE
TOP OF CONCRETE
Dr
awn by:
2 1/8 "
L 3 1/2" x 6" x 3/8" LLH
x 27'-2" LG. (TYP.)
Desi
gned by:
TYP. TYP.
3 3/4 "
REMOVABLE CAP
1'
6"
8"
3"
L4x3x3/8 x 0'-8" LG. (LLV)
SEE PLAN FOR SPACING
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
TYP.
3"
6"
9"
10"
TYP.
6 3/
4"
3 1/8 "
3"
87
12" SCH. 20 (MIN.)
GALVANIZED STEEL PIPE
TYP.
5 1/
8"
5 1/16 "
1/2" DIA. ROD
WELDED INSIDE OF
PIPE ON CENTERLINE
EACH DIRECTION TO
FORM A CROSSING
PATTERN
TYP.
Y
(3 EQ. SP.)(2 EQ. SP.)
1'-6"
(4) 1/2" DIA. x 6"
HEADED STUDS
AT EQ SPACING
B
# 6 BAR CONT., TYP.
10 5/8 "7 3/8 "
10"
L4x3x3/8 x 0'-8" LG.
(LLV), SEE PLAN
FOR SPACING
8"
2"
2 LAYERS OF STRIP
IN FELTS MOP IN
WITH HOT ASPHALT
3 11/16 "
4"x6"x3/8" PL.
AT EA. EMBED
1/4" x 19" DIA. STEEL
FLANGE PAIR W/ (2)
RUBBER GASKETS, SEE
DETAIL A ON THIS SHEET.
STIRRUP TYPE "1"
STIRRUP TYPE "2"
9 1/
4 "6 3/
4"
STIRRUP TYPE "3"
C
#4 BAR AT 5'-0" O.C. MAX, EACH SIDE.
WELDED TO HORIZ. REINF. AND
ANGLE FOR ELECTRICAL CONTINUITY
(SEE NOTE 6 ON S102)
#4 HORZ. REINF. AT
STIRRUP SPACING
9 1/
4"
EARTH FILL LINE
ABOVE
GRADE
C
1'
0"M I
N.
(4) 1/4" DIA.
SELF-TAPPING
SCREWS
SECTION Y-Y
#10 BARS CONT., TYP.
(NO SPLICE ALLOWED)
SCALE: 3/4"=1'-0"
Sheet reference
number:
PRECAST ROOF PANEL DETAIL
SCALE: 3/4"=1'-0"
E
S-501
S501
NOTES:
PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANEL BY BONDING
AT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE
DIRECTION. IN THE OTHER DIRECTION, FROM BOTTOM PLATE TO #4 REINFORCEMENT
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
Sheet 12 of 26
1
A
*** SAFETY FIRST ***
4
5
3
2
1
HSS 3 x1 1/2 x 3/16 x
6" LONG, SEALED
ON INSIDE END.
US Army Corps
1 16"
of Engineers
3
Huntsville Center
26'-0" (DOOR FRAME WIDTH)
Appr
.
1/2" DIA x 4" HEADED
STUD AT 12" O.C.
6 1/4"
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
6"
D
6"
1/4
1/4
Dat
e
D
TYP.
DOOR FRAME HINGE PL.,
SEE DETAIL 2/S701
5/8" DIA. x 8" LONG
HEADED STUDS AT 12" O.C.
8"
SECTION
TYP.
B
SCALE: 1 1/2"=1'-0"
S701 S701
NOTE:
PROVIDE HEAVY DUTY
WEATHER STRIPPING/ SEALING
AROUND INSIDE PERIMETER OF
DOOR GAPS
1"
7 1/2 "
1/2 "
HINGE PL., SEE
DETAIL 2/S701
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
B
SCALE: 1 1/2"=1'-0"
3/4 "
9 3/8 "
3/4 "
1"
1/4
B
1/2" RADIUS,
TYP.
1'
2"
S701S701
HSS 3 x1 1/2 x 3/16 x
6" LONG, SEALED ON
INSIDE END
HSS 3 x1 1/2 x 3/16 x
6" LONG, SEALED ON
INSIDE END
8"
1 7/16 "
8"
8"
DOOR FRAME HINGE
PL. DETAIL
1 3/16 "
SCALE: 1 1/2"=1'-0"
2
S701 S701
8"
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. WITH 3/16" WELD. WELD
TO BE GROUND SMOOTH.)
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
A
SIDE VIEW
DOOR FRAME ELEVATION
SCALE: 3/4"=1'-0"
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
NOTE:
THE 6 1/2" AND 3" DOOR OVERLAP
AT THE TOP AND BOTT. OF THE DOOR
FRAME, RESPECTIVELY SHALL NOT
BE REDUCED AS THIS IS IMPERATIVE
TO CARRY OUT THE DESIGN INTENT.
A
S201 S701
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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.
RSW
Checked by:
Sheet reference
number:
S-701
Sheet 13
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
B
2 1/64" DIA.
3"
6"
5 7/16 "
45 DEGREE
x 1", TYP.
1'
0 1/
2"
13
3 16"
TYP.
(TYP.)
8 1/
2"
(TYP.)
2"
8 11/
16"
3'
0"
2"
4"
JM U
S701 S701
TYP.
4"
Dr
awn by:
1
1
DOOR FRAM E ELEVATI
ONS
AND DETAI
LS
1/4
GUSSET PL. DETAIL
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
TYP.
GUSSET PL., SEE
DETAIL 1/S701
JM U
DOOR, SEE
DOOR ELEV.
ON S702
1"
Desi
gned by:
W12x40
15'
3"(
DOOR FRAM E HEI
GHT)
5/8" DIA. x 8" LONG
HEADED STUDS AT
12" O.C.
13'
11"(
OPENI
NG HEI
GHT)
3'
0"
3
5
°
DOOR FRAM E CENTERLI
NE
5/8" DIA. x 8" LONG
HEADED STUDS AT
12" O.C.
13'
11"
15'
3"
3'
0"
TYP.
1'
0"
1'
0"
TYP.
Dat
e:
C
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
W12x40
Dr
awi
ng code:
C
AS SHOW N
GUSSET PL., SEE
DETAIL 1/S701
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
3'
0"
8"x 1'-4 1/2"x 1/2"
THICK PLATE, TYP.
Scal
e:
1/4
No.
HSS 8x8x1/4
Descr
i
pt
i
on
NOTE:
CONCRETE WALLS NOT SHOWN,
SEE DETAIL 3/S303 FOR WALLS
8"x 1'-4 1/2"x 1/2"
THICK PLATE, TYP.
3/16
Revi
si
ons
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
JUNE 2013
TYP.
GUSSET PL. BELOW
1/2
1/2
TYP.
Dat
e:
9"
TYP.
W12x40
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
6 1/
2"
TOP VIEW
1/4" CAP PLATE, TYP.
WELD ALL AROUND
W/ 3/16" WELD.
8"
HSS 3 x1 1/2 x 3/16 x 6" LONG,
SEALED ON INSIDE END.
TUBE TO
PLATE
of 26
A
*** SAFETY FIRST ***
4
1 7/
8"
5
*
3
2
1
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
US Army Corps
of Engineers
Huntsville Center
26'-0" (DOOR FRAME WIDTH)
Appr
.
1/2" DIA x 4" HEADED
STUD AT 12" O.C.
*
7 5/8 "
D
6"
D
6"
1/4
1/4
Dat
e
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
TYP.
DOOR FRAME HINGE PL.,
SEE DETAIL 2/S701
5/8" DIA. x 8" LONG
HEADED STUDS AT 12" O.C.
HSS 8x8x1/4
SECTION
TYP.
1/4
B
SCALE: 1 1/2"=1'-0"
S701 S701
NOTE:
PROVIDE HEAVY DUTY
WEATHER STRIPPING/ SEALING
AROUND INSIDE PERIMETER OF
DOOR GAPS
1"
7 1/2 "
1/2 "
3
5
°
1/4
HINGE PL., SEE
DETAIL 2/S701
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
B
SCALE: 1 1/2"=1'-0"
3/4 "
9 3/8 "
3/4 "
1"
1/4
B
1/2" RADIUS,
TYP.
S701S701
5 7/16 "
45 DEGREE
x 1", TYP.
1'
0 1/
2"
13
3 16"
TYP.
(TYP.)
8 1/
2"
(TYP.)
2"
8 11/
16"
3'
0"
2"
4"
8"
1 7/16 "
8"
8"
3"
1'
2"
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
SEALED ON INSIDE END
1/4
DOOR FRAME HINGE
PL. DETAIL
2 1/4 "*
SCALE: 1 1/2"=1'-0"
2
S701 S701
8"
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. WITH 3/16" WELD. WELD
TO BE GROUND SMOOTH.)
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
* DENOTES VERIFICATION
W/ ILD MANUFACTURER
A
SIDE VIEW
DOOR FRAME ELEVATION
SCALE: 3/4"=1'-0"
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
NOTE:
THE 6 1/2" AND 3" DOOR OVERLAP
AT THE TOP AND BOTT. OF THE DOOR
FRAME, RESPECTIVELY SHALL NOT
BE REDUCED AS THIS IS IMPERATIVE
TO CARRY OUT THE DESIGN INTENT.
A
S201 S701
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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.
RSW
Sheet reference
number:
S-701 (A)
Sheet 14
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
B
2 1/64" DIA.
1'-7 5/8 "*
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
SEALED ON INSIDE END
JM U
S701 S701
TYP.
4"
Checked by:
1
Dr
awn by:
GUSSET PL. DETAIL
1
DOOR FRAM E ELEVATI
ONS
AND DETAI
LS
TYP.
GUSSET PL., SEE
DETAIL 1/S701
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
DOOR, SEE
DOOR ELEV.
ON S702
1"
JM U
W12x40
15'
3"(
DOOR FRAM E HEI
GHT)
5/8" DIA. x 8" LONG
HEADED STUDS AT
12" O.C.
13'
11"(
OPENI
NG HEI
GHT)
3'
0"
DOOR FRAM E CENTERLI
NE
5/8" DIA. x 8" LONG
HEADED STUDS AT
12" O.C.
13'
11"
15'
3"
3'
0"
TYP.
1'
0"
1'
0"
TYP.
Dat
e:
C
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
W12x40
Dr
awi
ng code:
C
AS SHOW N
GUSSET PL., SEE
DETAIL 1/S701
Desi
gned by:
3'
0"
8"x 1'-4 1/2"x 1/2"
THICK PLATE, TYP.
Scal
e:
1/4
No.
8"x 1'-4 1/2"x 1/2"
THICK PLATE, TYP.
3/16
Descr
i
pt
i
on
NOTE:
CONCRETE WALLS NOT SHOWN,
SEE DETAIL 3/S303 FOR WALLS
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
9"
TYP.
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
8"
6 1/
2"
8"
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
SEALED ON INSIDE END
GUSSET PL. BELOW
1/2
1/2
TYP.
Revi
si
ons
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
1 7/8 "*
TYP.
W12x40
JUNE 2013
TOP VIEW
1/4" CAP PLATE, TYP.
WELD ALL AROUND
W/ 3/16" WELD.
Dat
e:
TUBE TO
PLATE
of 26
A
*** SAFETY FIRST ***
4
5
3
1
1/4" x 3" COVER PL.
1"
1/2" THICK PL.
2
1/4
TYP.
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
HSS 8x2x1/4
TYP.
4'-6 1/8 "
1'-0"
PLATE TO
PLATE
3/8
3/8
TOP VIEW
MITER CHANNELS AT
CORNERS, TYP.
PLATE TO
CHANNEL
5'-11 5/8" x 14'-6 1/2" x 3/8" PL.
EACH SIDE
1/2" THICK PL. 1/2" THICK PL.
1/4
1/4
TOP VIEW
6"
PLATE TO
CHANNEL
2"
7"
3/8
GUSSET HINGE PL.,
SEE DETAIL 10/S704
C8x18.75
MITER CHANNELS AT
CORNERS, TYP.
1/4
1'
2 7/
8"
3/8
3/8
3/8
HSS 8x2x1/4
PLATE TO
TUBE
DOOR HINGE PLATE
SEE DETAIL 9/S704
7"
C8x18.75, TYP.
1'-0"
TYP.
3/8
2 3/4 "
1"
DOOR HINGE PLATE
SEE DETAIL 9/S704
3/8
1/2" x 6" WIDE
SEAL PLATE
1/2" THICK PL. 1/2" THICK PL.
3/8
4'-6 1/8 " 3/8
1'-0"
4 1/4 "
1'
2 7/
8"
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
1/4
1/2 "(TYP.)
3/8
8"
TYP.
12'-1 1/4" (DOOR WIDTH)
PLATE TO
TUBE
8"
3/8
3/8
1'-0"
3"x4"x3/8" PL.
D
Dat
e
3/8
3/8
12'-1 1/4" (DOOR WIDTH)
4 1/4 "
3"
1"
GUSSET HINGE PL.,
SEE DETAIL 10/S704
D
Huntsville Center
Revi
si
ons
L2x2x3/8"
x 4" LG
1 1/
16"
3/8
3/8
of Engineers
Descr
i
pt
i
on
3/8
No.
1/2"
2 1/4"x4"x3/8" PL.
US Army Corps
Appr
.
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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 3/4"
TYP.
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
PIN 1/2" DIA. x 2 3/16" LG.
CAD PLATED (TYP.)
Dr
awi
ng code:
Dat
e:
Scal
e:
JUNE 2013
3'
0"
UPPER LOCK BAR,
SEE DETAIL 13/S704
AS SHOW N
C
3'
0"
C
L3x2x1/2 AT
45 DEGREES
3/8
NOTE:
3/8" INTERIOR PL.
NOT SHOWN
S702S703
S702S703
A
S702S703
HSS 8x2x1/4
3'
0"
S702S703
1/2" x 6" WIDE
SEAL PLATE
HSS 8x2x1/4
1/4
11'-11 3/4 "
1/4
3/8
4"
2"
C8x18.75
3"
LOCK BAR,
SEE DETAIL
5/S704
CHANNEL
WEB
C8x18.75
C8x18.75, COPE
AS REQ'D
4"
1'
5 5/
8"
LOWER LOCK BAR,
SEE DETAIL 5/S704
CHANNEL
FLANGES
1'
5 5/
8"
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
GUSSET HINGE PL.,
SEE DETAIL 10/S704
1/4
1/4
1/4
A
HSS 8x2x1/4
1'-0"
3 1/4 "
L2x2x3/8" x
4" LG
12'-1 1/4" (DOOR WIDTH)
RIGHT DOOR ELEVATION "INSIDE VIEW"
SCALE: 3/4"=1'-0"
1'-0"
B
LEFT DOOR ELEVATION "INSIDE VIEW"
NOTE:
3/8" INTERIOR PL.
NOT SHOWN
A
S201 S702
NOTE:
1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
4
4 1/4 "
SCALE: 3/4"=1'-0"
S201 S702
BEARING, THRUST
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS,
SEE DETAIL 14/S704
3/8" THICK
PL.
C8x18.75
HINGE PIN, SEE
DETAIL 4/S704
1/4
3/8
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
RSW
A
DOOR HINGE PLATE
SEE DETAIL 9/S704
1'-0"
12'-1 1/4" (DOOR WIDTH)
3"x4"x3/8" PL.
NOTE:
1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.
5
4'-6 1/8 "
4"
4 1/4 "
4'-6 1/8 "
HINGE PIN
TO PLATE
1 1/2 "
4"
1 1/2 "
1'-0"
JM U
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
5'
0"
3'
0"
C
B
DOOR ELEVATI
ONS
OH
B
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
3/16
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
13'
5 1/
2"
LATCH BAR, SEE
DETAIL 1/S704
3'
0"
HSS 8x2x1/4
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
B
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
1/2" THICK PL.
1/2" THICK PL.
3'
0"
B
14'
8 1/
2 "(
DOOR HEI
GHT)
2 1/4"
Checked by:
11'-11 3/4 "
Dr
awn by:
3/8
3/8
Desi
gned by:
TYP.
3/8
3'
0"
3
"
"
2
3'
0"
1/2" THICK PL.
3/8
3/8
JM U
SPACER, SEE
DETAIL 2/S704
2
1
Sheet reference
number:
S-702
Sheet 15
of 26
*** SAFETY FIRST ***
4
3
2
1
1"
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
1/4" x 3" COVER PL.
TYP.
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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.
HSS 8x2x1/4
1/2"
12'-1 1/4" (DOOR WIDTH)
Revi
si
ons
JUNE 2013
Dat
e:
1/2" THICK PL.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
A
S702S703
S702S703
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
3'
0"
B
S702S703
TYP.
3/8" CAP PL.,
TYP.
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
3'
0"
3'
0"
TYP.
HSS 8x2x1/4
9"*
1'-3"*
1/4
2"
CHANNEL
WEB
C8x18.75
C8x18.75, COPE
AS REQ'D
4"
4"
CHANNEL
FLANGES
1'
5 5/
8"
3'
2"
1'
5 5/
8"
1/2" x 6" WIDE
SEAL PLATE
1/4
LATCH BOLT GUIDE,
SEE ILD MANF. DWGS
C8x18.75
2'
5 1/
2"
HSS 8x2x1/4
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
1 1/2 "
GUSSET HINGE PL.,
SEE DETAIL 3/S704
1/4
1/4
1 1/2 "
A
1'-0"
4 1/4 "
4'-6 1/8 "
1'-0"
3 1/4 "
1'-0"
4'-6 1/8 "
12'-1 1/4" (DOOR WIDTH)
1/4
1'-0"
12'-1 1/4" (DOOR WIDTH)
RIGHT DOOR ELEVATION "INSIDE VIEW"
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
* DENOTES VERIFICATION
W/ ILD MANUFACTURER
NOTE:
1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.
A
3/8" THICK
PLATE
BEARING, THRUST
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS,
SEE DETAIL 6/S704
S201 S702
NOTE:
1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.
HINGE PIN
TO PLATE
C8x18.75
3/8
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
5
4
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
A
DOOR HINGE PLATE
SEE DETAIL 2/S704
4 1/4 "
LEFT DOOR ELEVATION "INSIDE VIEW"
B
S201 S702
B
DOOR ELEVATI
ONS
2'
1"
S702S703
1'
8"
*
S702S703
2'
0"
*
EXTENTS OF
EXTERIOR PL.
D
1'
8"
*
OH
2'
0"
*
B
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
3'
0"
C
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
Dr
awn by:
1/2" THICK PL.
14'
8 1/
2 "(
DOOR HEI
GHT)
3'
0"
3/8
Desi
gned by:
TYP.
B
TYP.
3/8
3/8
3/8
JM U
8'
11"
3'
0"
1/2" THICK PL.
3/8
3/8
Dat
e:
C
3'
0"
LATCH BOLT GUIDE,
SEE ILD MANF. DWGS
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
2"
7"
1'
2 7/
8"
PLATE TO
CHANNEL
RSW
3/8
C8x18.75
MITER CHANNELS AT
CORNERS, TYP.
Dr
awi
ng code:
6"
7"
1'
2 7/
8"
TOP VIEW
1/4
3'
0"
C
PLATE TO
CHANNEL
1/4
1/4
GUSSET HINGE PL.,
SEE DETAIL 3/S704
5'-11 5/8" x 14'-6 1/2" x 3/8" PL.
EACH SIDE
1/2" THICK PL. 1/2" THICK PL.
HSS 8x2x1/4
PLATE TO
TUBE
3/8
3/8
3/8
Checked by:
TOP VIEW
3/8
2 3/4 "
1/2" x 6" WIDE
SEAL PLATE
1/2" THICK PL. 1/2" THICK PL.
C8x18.75, TYP.
3/8
DOOR HINGE PLATE
SEE DETAIL 2/S704
TYP.
Descr
i
pt
i
on
PLATE TO
PLATE
1'-0"
1"
DOOR HINGE PLATE
SEE DETAIL 2/S704
1'-0"
No.
3/8
3/8
3/8
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
1/4
1/2 "(TYP.)
8"
TYP.
1'-0"
D
1"
4'-6 1/8 "
3/8
4'-6 1/8 " 3/8
8"
3/8
3/8
PLATE TO
TUBE
Dat
e
12'-1 1/4" (DOOR WIDTH)
1'-0"
Huntsville Center
TYP.
1/4
D
of Engineers
AS SHOW N
GUSSET HINGE PL.,
SEE DETAIL 3/S704
US Army Corps
Scal
e:
3/8
JM U
1/2" THICK PL.
Appr
.
5
HINGE PIN, SEE
DETAIL 4/S704
1/4
1
Sheet reference
number:
S-702 (A)
Sheet 16
of 26
*** SAFETY FIRST ***
4
5
3
2
1
HANDLE, SEE
DETAIL 8/S704
EXTERIOR
1/2" THICK PL.
.515" x 7/8" x 1/16 THICK
FLAT WASHER, CAD
PLATED (TYP.)
1/4
1/2"-13UNC-2A
x 1 1/4" LG SCREW,
CAD PLATED
C8x18.75 CONT.
DOOR HINGE PL., SEE
DETAIL 9/S704
3/16
GUSSET HINGE PL.,
SEE DETAIL 10/S704
NOTE:
THE HANDLE IS TURNED UP
IN THE "UNLOCK" POSITION
NOTE:
CONCRETE WALLS NOT SHOWN,
SEE DETAIL 3/S303 FOR WALLS
SCALE: 1 1/2"=1'-0"
S702 S703
SECTION
C
D
SCALE: 1 1/2"=1'-0"
S702 S703
S703 S703
NOTCH PL., TYP.
SCALE: 1 1/2"=1'-0"
1/4
NOTCH PL., TYP.
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
SECTION X-X
SECTION Y-Y
SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
X
1
'
-1
"
Y
1"
INT. PLATE
TO ANGLE, TYP.
45 DEGREE MITER
10 1/
8"
X
/4
1
1/4
6
B
SEE ISOMETRIC VIEW
OF CROSS BARS ON
THIS SHEET
"
)
-0
'
.
"
1
P
4
Y
3/
2
(T
"
Y
1/4" x 8" WIDE BAR
CONT. EACH DIRECTION.
SLOT EACH BAR AT
INTERSECTION TO ALLOW
BARS TO INTERLOCK AND
FIT FLUSH.
1/4" x 8" WIDE BAR
CONT. EACH
DIRECTION
AT CORNERS, TYP.
1/4" x 8" WIDE BAR
(
TYP.
)
8 1/
2"
L3x3x1/4
CONT. EACH DIRECTION.
1/4
SLOT EACH BAR AT
BARS TO INTERLOCK AND
FIT FLUSH.
PL. TO
CROSS BAR
INT. PLATE
TO ANGLE, TYP.
X
1/4
°
45
Y
1/4
A
TYP.
X
"ISOMETRIC VIEW" OF WELDS AT CROSS BARS
SCALE: 1 1/2" = 1'-0"
8 1/2 "
1"
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
1 1/2 "
LEFT DOOR PLATE ELEVATION "INSIDE VIEW"
SCALE: 3/4"=1'-0"
E
S702 S703
NOTE: RIGHT DOOR PLATE ELEVATION IS THE SAME AS THE LEFT
5
4
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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.
7 7/8 "
A
1 1/2 "
(TYP.)
1" DIA. HOLES AS REQ'D
SLOTTED HOLE IN
TO FILL DOOR W/ INSULATION.
INTERIOR PLATE FOR
OMIT IF NOT REQUIRED.
FILLET WELD, TYP. AT
(NOT ALL HOLES SHOWN)
DETAIL
SCALE: 1 1/2"=1'-0"
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
L3x3x1/4
1 1/2 "
S703 S703
1/2" RADIUS
L3x3x1/4 x 3" LG., TYP.
3
A
1"
1/4
B
INTERSECTION TO ALLOW
Y
1/4
Dat
e:
PLATE TO
ANGLE
DOOR SECTI
ONS
TYPICAL WELDED CONNECTION
AT INTERSECTION OF CROSS BARS
PLATE TO
ANGLE
1/4
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
1/4"+1/64" MIN.
RSW
1/4" x 8" WIDE
BAR
Dr
awi
ng code:
2"
1/4
TYP. AT
CROSS BARS
C
L3x3x1/4 x 0'-3"
LG., TYP.
1/4
1/4" x 8" WIDE
BAR
1/4
L3x3x1/4 x 0'-3"
LG., TYP.
3 SIDES
L3x3x1/4 x 0'-3"
LG., TYP.
1/4"+1/64 MIN.
3/8" THICK EXT.
PLATE
Checked by:
1/4
1/4
PLATE TO
CROSS BAR
AS SHOW N
PLATE TO
CROSS BAR
3/8" THICK EXT.
PLATE
3 SIDES
1/4
1/4
1/4
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
2"
°
45
4"
1/4" x 8" WIDE BAR
CONT. EACH
DIRECTION
JUNE 2013
1'-0"
Scal
e:
PLATE TO
CROSS BAR
4"
1/4
1/4
EXTENTS OF
DOOR FRAME
4"
1/2" THICK PL.
No.
L3x3x1/4 x 3" LG., TYP.
JM U
SCALE: 1 1/2"=1'-0"
COPE 8" WIDE BAR AS
REQ'D TO ALLOW CONNECTION
TO WEB OF CHANNEL
C
SECTION
B
8"
EXTENTS OF 3/8" THICK PLATE
SECTION
S703S703
TYP.
SCALE: 1 1/2"=1'-0"
1"
A
A
TYP.
SECTION
1" DIA. HOLES AS REQ'D
TO FILL DOOR W/ INSULATION.
OMIT IF NOT REQUIRED.
S702 S703 (NOT ALL HOLES SHOWN)
NOTE:
L3x2x 1/2" (LATCH STOP ANGLE)
NOT SHOWN FOR CLARITY
Dr
awn by:
1/2" x 6" SEAL PLATE
1/2"-13UNC-2A x 1 1/4" LG
SCREW, CAD PLATED
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
3/8
3/8
WASHER, SEE
DETAIL 3/S704
Dat
e:
INTERIOR
TYP. PLATE
TO CHANNEL
4"
1/2"x 12" x 14'-2 1/2"
PLATE EACH SIDE
TUBE SUPPORT, SEE DETAIL 11/S704.
INSTALL TUBE SUPPORTS INSTALLED
EVERY 17" APART.
SHAFT, SEE
DETAIL 6/S704
SPACER, SEE
DETAIL 2/S704
8"
3/8
3/8
INTERIOR
.509" x .523 O.D. x 1/8"
THICK LOCK WASHER,
CAD PLATED
6
"
TYP.
SPACER, SEE
DETAIL 2/S704
1/2" DIA. x 2 3/16" LG.
PIN, CAD PLATED (TYP.)
3/8" THICK PL.
(OUTSIDE)
1
'
(T -0
Y "
P
.)
PLATE
TO PLATE
2 1/2 "
LATCH BAR, SEE
DETAIL 1/S704
Dat
e
.509" x .523 O.D. x 1/8"
THICK LOCK WASHER,
CAD PLATED
1/4
1/4
1/2 "
D
S703 S703
1/8
1/4
HSS 8x2x1/4
D
Revi
si
ons
LEFT DOOR
Huntsville Center
Descr
i
pt
i
on
BAR TO
CHANNEL
SLEEVE, SEE
DETAIL 7/S04
.09" DIA. x 1 1/2" LG.
COTTER PIN, CAD
PLATED (TYP.)
JM U
3/8
SLEEVE, SEE
DETAIL 7/S704
WASHER, SEE
DETAIL 3/S704
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
of Engineers
Appr
.
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
US Army Corps
Desi
gned by:
RIGHT DOOR
LOCK BAR, SEE
DETAIL 5/S704
3/8" THICK PL.
(OUTSIDE)
8"
1"
D
3/8
EXTERIOR
SHAFT, SEE
DETAIL 6/S704
HANDLE, SEE
DETAIL 8/S704
LATCH BAR, SEE
DETAIL 1/S704
4"
PLATE TO
TUBE, TYP. 1/4
TYP.
1/2" THICK PL.
U.S.ARM Y CORPS OF ENGI
NEERS
1/2"x 12" x 13'-9 1/2"
PLATE EACH SIDE
1/4" x 3" COVER PLATE
DOOR FRAME ASSEMBLY,
SEE DETAIL B/S701 FOR
INFORMATION
8" x 1/4" BAR (SKEWED),
COPE ENDS AS REQ'D
TO ALLOW CONNECTION
TO WEB OF CHANNEL
2
1
Sheet reference
number:
S-703
Sheet 17
of 26
*** SAFETY FIRST ***
4
PLATE
TO TUBE
1/4
1"
RIGHT DOOR
TYP.
3/8
EXTERIOR
BAR TO
CHANNEL
LEFT DOOR
HSS 8x2x1/4
DOOR HANDLE, SEE
DETAIL 1/S704. MOUNT
VERT. AT 44" ABOVE
BOTTOM OF DOOR TO
CENTER OF HANDLE
US Army Corps
EXTERIOR
of Engineers
3/8" THICK PL.
HSS 8x2x1/4,
WITH 3/8" CAP PL.
EACH END
1/8
1/2"
Huntsville Center
1/2" THICK PL.
1'-5"
INTERIOR
1/4
D
1
1/2" THICK PL.
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
5'-11 5/8" x 14'-6 1/2"
x 3/8" PL. EACH SIDE
3/8
DOOR FRAME ASSEMBLY,
SEE DETAIL B/S701 FOR
INFORMATION
8" x 1/4" BAR (SKEWED),
COPE ENDS AS REQ'D
TO ALLOW CONNECTION
TO WEB OF CHANNEL
2
11"
Appr
.
1/2"x 12" x 13'-9 1/2"
PLATE EACH SIDE
1/4" x 3" COVER PLATE
3
1'
8"
5
HSS 8x2x1/4
EXTERIOR
Dat
e
1/4
ILD SYSTEM,
SEE ILD MANUF.
DRAWINGS
3/8
1/2"x 12" x 14'-2 1/2"
PLATE EACH SIDE
2 1/2 "
TYP.
INTERIOR
TYP.
C8x18.75 CONT.
3/8
RIGHT DOOR
3/8" THICK PL.
TYP.
TUBE SUPPORT, SEE DETAIL 5/S704.
INSTALL TUBE SUPPORTS INSTALLED
EVERY 17" APART.
TYP. PLATE
TO CHANNEL
1/2" x 6" SEAL PLATE
3/8" THICK PL.
ILD SYSTEM,
SEE ILD MANUF.
DRAWINGS
DOOR HINGE PL., SEE
DETAIL 2/S704
3/8
3/8
LEFT DOOR
INTERIOR
Revi
si
ons
1/2 "
PLATE
TO PLATE
D
1/4
1/2" THICK PL.
GUSSET HINGE PL.,
SEE DETAIL 3/S704
SECTION X-X
SECTION Y-Y
SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
6
"
1
'
(T -0
Y "
P
.)
THIS SHEET
1"
X
/4
1
Y
OF CROSS BARS ON
6
SEE ISOMETRIC VIEW
1/4" x 8" WIDE BAR
CONT. EACH DIRECTION.
SLOT EACH BAR AT
INTERSECTION TO ALLOW
BARS TO INTERLOCK AND
FIT FLUSH.
"
)
-0
'
.
"
1
P
4
Y
3/
2
(T
"
X
Y
1
'
-1
"
L3x3x1/4 x 3" LG., TYP.
B
45 DEGREE MITER
10 1/
8"
1/4
INT. PLATE
TO ANGLE, TYP.
1/4" x 8" WIDE BAR
CONT. EACH
DIRECTION
AT CORNERS, TYP.
1/4" x 8" WIDE BAR
(
TYP.
)
8 1/
2"
L3x3x1/4
CONT. EACH DIRECTION.
SLOT EACH BAR AT
1/4
FIT FLUSH.
PL. TO
CROSS BAR
INT. PLATE
TO ANGLE, TYP.
X
°
45
Y
1/4
TYP.
SCALE: 1 1/2" = 1'-0"
8 1/2 "
1"
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
1 1/2 "
LEFT DOOR PLATE ELEVATION "INSIDE VIEW"
SCALE: 3/4"=1'-0"
E
S702 S703
NOTE: RIGHT DOOR PLATE ELEVATION IS SIMILAR (DOOR NOTCH IS GREATER)
5
4
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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.
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
7 7/8 "
Dr
awi
ng code:
A
1 1/2 "
(TYP.)
1" DIA. HOLES AS REQ'D
SLOTTED HOLE IN
TO FILL DOOR W/ INSULATION.
INTERIOR PLATE FOR
OMIT IF NOT REQUIRED.
FILLET WELD, TYP. AT
(NOT ALL HOLES SHOWN)
DETAIL
SCALE: 1 1/2"=1'-0"
A
L3x3x1/4
Sheet reference
number:
1 1/2 "
1"
"ISOMETRIC VIEW" OF WELDS AT CROSS BARS
X
A
AS SHOW N
BARS TO INTERLOCK AND
1/4
1/4
B
INTERSECTION TO ALLOW
Y
1/4
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
SCALE: 1 1/2"=1'-0"
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
RSW
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
DOOR SECTI
ONS
TYPICAL WELDED CONNECTION
AT INTERSECTION OF CROSS BARS
NOTCH PL., TYP.
PLATE TO
ANGLE
Checked by:
NOTCH PL., TYP.
1/4
JM U
1/4
PLATE TO
ANGLE
1/4
Dr
awn by:
TYP. AT
CROSS BARS
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
1/4
Scal
e:
1/4"+1/64" MIN.
Dat
e:
C
1/4" x 8" WIDE
BAR
L3x3x1/4 x 0'-3"
LG., TYP.
No.
L3x3x1/4 x 0'-3"
LG., TYP.
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
8"
3/8" THICK EXT.
PLATE
1/4
1/4" x 8" WIDE
BAR
4"
2"
3 SIDES
L3x3x1/4 x 0'-3"
LG., TYP.
1/4"+1/64 MIN.
PLATE TO
CROSS BAR
JUNE 2013
1/4
1/4
8"
°
45
4"
C
PLATE TO
CROSS BAR
3/8" THICK EXT.
PLATE
3 SIDES
1/4
1/4
1/4
Dat
e:
EXTENTS OF
DOOR FRAME
2"
1"
COPE 8" WIDE BAR AS REQ'D
TO ALLOW CONNECTION TO
WEB OF CHANNEL
1/4" x 8" WIDE BAR
CONT. EACH
DIRECTION
JM U
1'-0"
1/2" THICK PL.
S702 S703
Desi
gned by:
S703S703
S702 S703
PLATE TO
CROSS BAR
U.S.ARM Y CORPS OF ENGI
NEERS
1/4
1/4
D
SCALE: 1 1/2"=1'-0"
8"
SCALE: 1 1/2"=1'-0"
S702 S703
4"
SCALE: 1 1/2"=1'-0"
SECTION
C
4"
EXTENTS OF 3/8" THICK PLATE
A
SECTION
B
4"
S702 S703
SECTION
1" DIA. HOLES AS REQ'D
TO FILL DOOR W/ INSULATION.
OMIT IF NOT REQUIRED.
(NOT ALL HOLES SHOWN)
TYP.
SCALE: 1 1/2"=1'-0"
A
TYP.
SECTION
Descr
i
pt
i
on
NOTE:
CONCRETE WALLS NOT SHOWN,
SEE DETAIL 3/S303 FOR WALLS
S703 S703
L3x3x1/4 x 3" LG., TYP.
S-703 (A)
Sheet 18
1/2" RADIUS
2
1
of 26
*** SAFETY FIRST ***
4
1/
2"
2
2" DIA.
(+0.000/-0.002)
2 1/8 "
3 1/2" DIA.
of Engineers
Huntsville Center
1 1/
2"
1 1/4 "
45 DEGREE x 1/2",
TYP.
1/
2"
.516" DIA.
45 DEGREES
x 3/8"
4"
TAP FOR 1/4" GREASE
FITTING. PROVIDE
GREASE FITTING AND
GREASE AFTER ASSEMBLY
1"
DRILL 1/4" DIA.
D
Dat
e
3"
US Army Corps
1.016" DIA.
1"
D
3/8" RADIUS
3/4 "
.
766
SQ.
3/
4"
6"
4"DI
A.
1 1/2" DIA.
3/4 "
1
Appr
.
7 1/2 "
3
15
°
5
.516" DIA.
TYP.
2 1/2 "
SCALE: 3"=1'-0"
SPACER DETAIL
1
SCALE: 3"=1'-0"
S702 S704
S703
WASHER DETAIL
2
SCALE: 3"=1'-0"
S702 S704
S703
HINGE PIN DETAIL
3
SCALE: 3"=1'-0"
S702 S704
S703
4
S702 S704
Revi
si
ons
LATCH BAR DETAIL
3/16" RADIUS,
TYP.
Descr
i
pt
i
on
1'-4 1/2 "
1'
2"
1"x 1 1/2" x 3'-6" LONG
BAR, CENTERED ON
LOCK BAR
.516" DIA.
1"
3/4 "
1'
2"
1 1/
2"
2" RADIUS,
TYP.
2"
3" DIA.
10 7/8 "
2 3/4 "
3/8 "
1"
3/4 "
SQ.
3" DIA.
No.
3/
4"
1/2 "
5'-1"
1 1/2" DIA.
4"
/
3
.
SQ
3/4 "
1/2 "
SCALE: 3"=1'-0"
S703 S704
HANDLE DETAIL
7
SCALE: 3"=1'-0"
S703 S704
8
S201 S704
S703
AS SHOW N
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
SCALE: 3"=1'-0"
S702 S704
S703
SLEEVE DETAIL
6
Dr
awi
ng code:
SCALE: 3"=1'-0"
SHAFT DETAIL
5
1" DIA.
1/16" RADIUS,
TYP.
.500-13UNF-2B
THREAD DEPTH = 3/4"
45 DEGREE
x 1/2", TYP.
Scal
e:
LOWER LOCK BAR DETAIL
1" DIA.
C
2"
JUNE 2013
30°
1"
.219"
Dat
e:
C
2"
8 3/4 "
45 DEGREE
x 1/2", TYP.
8"
8"
8"
1"
1 1/
2"
GUSSET HINGE PL. DETAIL
9
SCALE: 3"=1'-0"
S702 S704
S703
10
S702 S704
S703
TUBE SUPPORT PL. DETAIL
SCALE: 3"=1'-0"
HANDLE DETAIL
11
SCALE: 3"=1'-0"
S703 S704
5/
8"
1 1/
2"
.516" DIA.
3/
4"
BORE AND TAP
FOR 1/4" GREASE
FITTING
8'-10"
A
45 DEGREE
x 1/2", TYP.
THRUST BEARING
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS
UPPER LOCK BAR DETAIL
SCALE: 3"=1'-0"
5
THRUST BEARING
DETAIL
13
S702 S704
SCALE: 3"=1'-0"
4
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
30°
1"
3/4 "
Checked by:
S201 S704
5"
3/4 "
Dr
awn by:
12
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
DOOR HINGE PL. DETAIL
SCALE: 3"=1'-0"
3"
4"
1"
2 1/32" DIA.
1"
45 DEGREE
x 1", TYP.
B
DOOR DETAI
LS
10"
10"
4"
1/2" THICK PLATE
60
5" RADIUS,
TYP.
JM U
1 1/4 "
B
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
4"
FACE OF
DOOR
JM U
1"
1/
4"
4 1/4 "
3/4 "
1"
4"
4 1/4 "
Desi
gned by:
1"
3"
1/
2"
45 DEGREE
x 3/4", TYP.
9 1/4 "
U.S.ARM Y CORPS OF ENGI
NEERS
3/4" DIA. ROD, MOUNT VERT.
AT 44" ABOVE BOTTOM OF
DOOR TO CENTER OF HANDLE
5"
RSW
3"
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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.
14
S702 S704
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-704
Sheet 19
of 26
*** SAFETY FIRST ***
4
5
3
2
1
3"
3/4" DIA. ROD, MOUNT VERT.
AT 44" ABOVE BOTTOM OF
DOOR TO CENTER OF HANDLE
45 DEGREE
x 3/4", TYP.
9 1/4 "
Huntsville Center
1"
15
°
4 1/4 "
of Engineers
3/4 "
1"
4"
4 1/4 "
1/
4"
1"
US Army Corps
D
2 1/8 "
2" DIA.
(+0.000/-0.002)
Appr
.
1/
2"
3"
5"
D
1 1/4 "
3/8" RADIUS
8"
HANDLE DETAIL
SCALE: 3"=1'-0"
1 1/
2"
2 1/32" DIA.
DOOR HINGE PL. DETAIL
1
SCALE: 3"=1'-0"
SCALE: 3"=1'-0"
S702 S704
S703
HINGE PIN DETAIL
3
SCALE: 3"=1'-0"
S702 S704
S703
4
S702 S704
No.
S201 S704
S703
TAP FOR 1/4" GREASE
FITTING. PROVIDE
GREASE FITTING AND
GREASE AFTER ASSEMBLY
45 DEGREE
x 1", TYP.
GUSSET HINGE PL. DETAIL
2
1"
Revi
si
ons
4"
4"
DRILL 1/4" DIA.
1"
3"
5" RADIUS,
TYP.
Dat
e
1 1/4 "
Descr
i
pt
i
on
10"
60
10"
4"
4"DI
A.
8"
FACE OF
DOOR
5"
4"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awi
ng code:
RSW
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
B
A
B
DOOR DETAI
LS
S702 S704
Dr
awn by:
6
Checked by:
JM U
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
SCALE: 3"=1'-0"
S703 S704
JM U
5
Desi
gned by:
TUBE SUPPORT PL. DETAIL
THRUST BEARING
DETAIL
U.S.ARM Y CORPS OF ENGI
NEERS
1"
THRUST BEARING
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS
1"
SCALE: 3"=1'-0"
Scal
e:
8"
Dat
e:
1/2" THICK PLATE
AS SHOW N
JUNE 2013
BORE AND TAP
FOR 1/4" GREASE
FITTING
Dat
e:
C
5/
8"
C
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-704 (A)
Sheet 20
of 26
*** SAFETY FIRST ***
5
4
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
D
No.
Descr
i
pt
i
on
Revi
si
ons
Dat
e
D
HIGH SECURITY HASP NOTES:
1. HIGH SECURITY HASPS SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-29181C,
STYLE 1-HASP (M29181-01) FOR RIGHT HAND SWINGING DOOR AND 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).
HIGH SECURITY HASP
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.
S705
4. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701 - S704.
A
RSW
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awi
ng code:
AS SHOW N
Scal
e:
Dr
awn by:
Checked by:
B
HI
GH SECURI
TY HASP
B
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
S705
JM U
Dat
e:
JM U
Desi
gned by:
B
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
HIGH SECURITY HASP
Dat
e:
C
JUNE 2013
C
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-705
Sheet 21 of 26
A
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
D
Revi
si
ons
Dat
e
D
LEFT DOOR
No.
Descr
i
pt
i
on
RIGHT DOOR
A
S705
B
INTERNAL LOCKING DEVICE (ILD) NOTES:
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.
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).
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(A) - S704(A).
A
RSW
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awi
ng code:
AS SHOW N
Scal
e:
JM U
Dr
awn by:
Checked by:
B
I
NTERNAL LOCKI
NG DEVI
CES
SCALE: NTS
VIEW FROM INSIDE OF MAGAZINE
FOOT & HEAD BOLT SHOWN DISENGAGED
DETAILS ARE SHOWN FOR GENERAL
INFORMATION ONLY. SEE ILD MANUF.
DRAWINGS FOR A COMPLETE SET
OF DETAILS AND REQUIREMENTS.
S705
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218008
INTERNAL LOCKING DEVICE (ILD)
SCALE: NTS
VIEW FROM INSIDE OF MAGAZINE
FOOT & HEAD BOLT SHOWN DISENGAGED
B
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
INTERNAL LOCKING DEVICE (ILD)
Desi
gned by:
JM U
Dat
e:
ILD SYSTEM,
SEE MANF. DRAWINGS
Dat
e:
C
JUNE 2013
C
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASPS) 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
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-705(A)
Sheet 22 of 26
A