A
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
Sheet 1
A
Sheet reference
number:
G-001
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
1
Pr
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ectEngi
neer
/
Ar
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ect
: Jef
fCoul
st
on
RSW
Dat
e:
Dr
awi
ng code:
Revi
si
ons
MODULAR STORAGE MAGAZINE,
BOX-TYPE STD 421-80-07 WITH 10’-8" DOOR
Descr
i
pt
i
on
Dat
e
US Army Corps
AS SHOW N
No.
Appr
.
D
Checked by:
C
2 DECEM BER 2011
2
Scal
e:
Dat
e:
3
JM U
JM U
4
Dr
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Desi
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5
COVER SHEET
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
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
B
*** 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
2 DECEM BER 2011
CUTTING PLANE
STRUCTURAL
A
ELECTRICAL
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-101
4
XXXXXX
FOUNDATION PLAN
S-102
5
XXXXXX
ROOF FRAMING PLAN
S-201
6
XXXXXX
ELEVATIONS
S-202
7
XXXXXX
ELEVATIONS
S-301
8
XXXXXX
BUILDING SECTION
S-302
9
XXXXXX
BUILDING SECTION
S-303
10
XXXXXX
SECTIONS
S-501
11
XXXXXX
TYPICAL DETAILS
S-701
12
XXXXXX
DOOR FRAME ELEVATION & DETAILS
S-701 (A)
13
XXXXXX
DOOR FRAME ELEVATION & DETAILS
S-702
14
XXXXXX
DOOR ELEVATIONS
S-702 (A)
15
XXXXXX
DOOR ELEVATIONS
S-703
16
XXXXXX
DOOR SECTIONS
S-703 (A)
17
XXXXXX
DOOR SECTIONS
S-704
18
XXXXXX
DOOR DETAILS
S-704 (A)
19
XXXXXX
DOOR DETAILS
S-705
20
XXXXXX
HIGH SECURITY HASP
S-705 (A)
21
XXXXXX
INTERNAL LOCKING DEVICES
E-101
22
XXXXXX
LIGHTNING PROTECTION SYSTEM
E-102
23
XXXXXX
LIGHTNING PROTECTION SYSTEM
E-103
24
XXXXXX
LIGHTNING PROTECTION SYSTEM
4
3
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2
Dat
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: Jef
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on
Checked by:
A
Sheet reference
number:
G-002
Sheet 2
5
B
1
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
GENERAL
SHEET NO.
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
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 WHERE
SECTION IS TAKEN
Dr
awi
ng code:
Dat
e:
A-104 A-104
AS SHOW N
1
C
Scal
e:
REFERENCE NO.
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
UNO
VIF
WWF
WWR
W/
WP
Appr
.
Huntsville Center
*** SAFETY FIRST ***
4
6.4 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.
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.
1. AMERICAN CONCRETE INSTITUTE (ACI 318)
2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION
3. AMERICAN WELDING SOCIETY, A.W.S.
3.2 MAXIMUM ASSUMED NET SOIL BEARING PRESSURE USED FOR DESIGN: 3000 PSF .
B. LIVE LOADS
D
3.3 ASSUMED UNIT WEIGHT OF SOIL USED FOR DESIGN: 110 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:
GROUND SNOW LOAD (Pg) = 60 PSF
IMPORTANCE FACTOR (I) = 1.1
EXPOSURE CATEGORY (Ce) = 1.0
THERMAL CATEGORY (Ct) = 1.0
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.
3.6 ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH LEAN CONCRETE.
US Army Corps
6.5 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.
BASIC WIND SPEED: 130 MPH
IMPORTANCE FACTOR (I): 1.15
EXPOSURE CATEGORY: C
ENCLOSURE CLASSIFICATION: ENCLOSED
6.7 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.
6.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 3/8" THICK, UNLESS OTHERWISE NOTED.
7.0 STRUCTURAL PRECAST CONCRETE
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.
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.
2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF.
SHOP DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS,
DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO
THE ATTENTION OF THE CONTRACTING OFFICIER.
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.
4.8 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.
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.
2. FOUNDATIONS SHALL BE REVISED TO REFLECT SPECIFIC SITE SOIL CONDITIONS INCLUDING
LOCAL SITING, TOPOGRAPHIC CONDITIONS, AND FROST PENETRATION DEPTHS.
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.
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 OFFICIER, 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.
4.13 A CLASS C FINISH IS REQUIRED FOR EXPOSED FORMED SURFACES OF PRECAST PANELS. A CLASS D
FINISH IS REQUIRED FOR SURFACES WHICH WILL BE BELOW GRADE OR NOT EXPOSED TO VIEW
AFTER FINAL ASSEMBLY.
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
OFFICIER THE CORRECT LOCKING SYSTEM REQUIRED AND REMOVE THE REDUNDANT
SHEETS FROM THE CONSTRUCTION CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
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.
STRUCTURAL DESIGNATION (7-BAR) NOTES:
6.0 STRUCTURAL STEEL
6.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO
A.I.S.C.’S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."
A
6.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:
W SHAPES............................................................................ASTM A992
STEEL CHANNELS, ANGLES, PLATES AND BARS: .........ASTM A36
RECTANGULAR, SQUARE, AND ROUND HSS..................ASTM A500, GRADE B
STEEL PIPE (HSS)...............................................................ASTM A53, GRADE B
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.
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.
6.3 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)
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
1. THIS STANDARD DESIGN DRAWING DATED DECEMBER 2, 2011; STD 421-80-07 SHEETS 1-24,
UPDATE AND SUPERSEDE THE STANDARD DESIGN OF AIR FORCE MODULAR STORAGE
MAGAZINE, BOX TYPE, STD 421-80-06 (MODIFIED).
2
1
Dat
e:
Dr
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Dat
e:
4.9 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH SIZE AND SPACING OF VERTICAL
REINFORCING AT ALL PEDESTALS, WALLS, AND COLUMNS.
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
DONT MEET CURRENT BUILDING CODES.
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 OFFICIER OF DISCREPANCIES AND OBTAIN DIRECTION
PRIOR TO PROCEEDING.
DESIGNER NOTES: TO BE REMOVED WHEN PREPARING CONSTRUCTION DRAWINGS
FOR SITE ADAPTION OF THIS DESIGN.
B
A
Sheet reference
number:
S-001
Sheet 3
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
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.
Pr
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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
RSW
2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO
CONSTRUCTION/FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICIER
OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
GENERAL NOTES
4.7 CONCRETE COVERAGE OF REINFORCEMENT U.ON.:
Checked by:
2.0 GENERAL
8.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, PRECAST WALLS AND ROOF PANELS,
LOUVERS, VENTILATORS, DOORS AND DOOR FRAME, SHALL BE MADE ELECTRICALLY CONTINUOUS
BY BONDING (BRAZING OR WELDING) AT 5 LINEAR FEET INTERVALS. ELECTRICAL CONTINUITY
SHALL BE PROVIDED ACROSS FLOOR EXPANSION AND ISOLATION JOINTS TO FOUNDATION
PEDESTALS AND PRECAST ROOF PANELS, AND BETWEEN PRECAST WALLS AND CONCRETE PEDESTAL
FOOTING SHALL BE PROVIDED DURING CONSTRUCTION. ACCEPTABLE CONTINUITY METHODS ARE
REINFORCING BARS, COPPER STRAPS, ETC. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION REGARDING LPS.
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
4.6 REINFORCING SHALL BE CONTINUOUS WITH CLASS "B" TENSION LAP SPLICES, U.O.N.
8.0 LIGHTNING PROTECTION SYSTEM (LPS)
JM U
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.
Desi
gned by:
»¿SOIL DENSITY (˛‡): 110
»¿ANGLE OF INTERNAL FRICTION OF THE SOIL (ˇ) : 30 DEG
EFP: 60 PSF PER FOOT OF DEPTH
7.5 ALL GROUT SHALL BE NON-SHRINK, NON-METALLIC WITH F’c = 6000 PSI.
AS SHOW N
7.4 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT DAYS OF 4000 PSI.
C
Scal
e:
4.3 REINFORCING BARS SHALL BE DEFORMED TYPE CONFORMING TO ASTM A615 GRADE 60 U.O.N.
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.
5
Descr
i
pt
i
on
7.3 THERE SHALL BE NO FIELD CUTTING OF PRECAST ELEMENTS WITHOUT THE APPROVAL OF THE
CONTRACTING OFFICIER.
JM U
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.
7.2 THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DISCIPLINES AS
THEY EFFECT THE PRECAST ELEMENTS.
Dr
awn by:
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"
No.
OCCUPANCY CATEGORY=III
Ie=
1.25
Ss= 0.65
Sds= 0.49
S1= 0.18
Sd1= 0.19
SITE CLASS: C
BASIC SEISMIC-FORCE RESISTING SYSTEM= IMTERMEDIATE PRECAST SHEAR WALLS
SEISMIC DESIGN CATEGORY= C
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
7.1 ALL PRECAST ELEMENTS NOT DETAILED ON DRAWINGS SHALL BE DESIGNED FOR THE SPAN AND
CONCRETE AND CONSTRUCTION LOADING CONDITIONS SHOWN ON THE DRAWINGS BY A LICENSED
STRUCTURAL ENGINEER. ALL DESIGN CALCULATIONS, INCLUDING THE DESIGN OF ALL STRUCTURAL
ELEMENTS AND LIFTING POINTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICIER FOR REVIEW
PRIOR TO THE START OF FABRICATION.
2 DECEM BER 2011
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
Huntsville Center
6.6 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).
C. WIND LOAD:
3.7 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS
SUBJECTED TO WATER.
of Engineers
Appr
.
A. BUILDING CODES AND SPECIFICATIONS:
1
Dat
e
3.0 FOUNDATIONS
2
Revi
si
ons
1.0 DESIGN CRITERIA:
3
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
5
*** SAFETY FIRST ***
4
5
3
2
1
26’-4"
8"
25’-0"
8"
US Army Corps
B
DRAIN TO REAR
IF REQ’D
of Engineers
Huntsville Center
1
S101S201
TYP.
Appr
.
S101S303
D
2 DECEM BER 2011
SCALE:14"=1’-0"
Dat
e:
A
1. TOP OF SLAB (FINISH FLOOR ELEVATION) = 100’-0" U.O.N.
S101S202
C.J.
B
6. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING
INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..
20’
0"M I
N.-80’
0"M AX.
(
NOM I
NAL BUNKER LENGTH)
C.
J.
S101S301
7. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE
DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.
8. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR PRECAST
AT THE JOB-SITE.
2
TYP.
S101S303
3
JM U
Checked by:
5. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
WITH EARTH FILL AFTER SHELTER IS ERECTED.
A
Dr
awn by:
Desi
gned by:
4. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
1" SLOPE
FROM CENTER
1" SLOPE
FROM CENTER
JM U
3. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 18’-0" O.C. (MAX.). CONTROL JOINTS
SHALL BE COMPLETED AS SOON AS POSSIBLE.
RSW
2. SLAB-ON-GRADE: 6" CONCRETE ON 4" CAPILLARY WATER BARRIER AND VAPOR BARRIER,
REINFORCED WITH 6x6 W2.9xW2.9 WWF SUPPORTED 2" FROM TOP OF SLAB UNO.
B
TYP.
A
A
20’-0"
B
A
S101S303
S101S303
S101S302
8’-10"
26’-1"
A
B
S101S303
S101S303
8’-10"
Sheet reference
number:
8" DIA. PIPE BOLLARD WITH
DOOR BUMPER (INDUSTRIAL GRADE)
AND CHAIN (OPTIONAL)
S-101
S101S201
5
4
A
20’-0"
(NOTCH FOR DOOR FRAME)
A
FOUNDATI
ON PLAN
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
10’
2"
0"
2’
7" 2’
EY
L
L
A
V
4’
0"
VA
L
L
EY
1"
SLOPE
1"
SLOPE
5’
7"
S101S303
Sheet 4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
Dat
e:
C.
J.
FOUNDATION PLAN
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
N
C
AS SHOW N
CONTROL JOINT (C.J.)
SEE TYP. DETAILS
Dr
awi
ng code:
WALL JOINT, TYP.
SEE ELEVATIONS
Scal
e:
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.
1" SLOPE
FROM CENTER
C
Descr
i
pt
i
on
Revi
si
ons
Dat
e
D
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Huntsville Center
1" OVERHANG
26’-4"
Appr
.
26’-6"
1" OVERHANG
D
D
Dat
e
B
S102 S201
PRECAST ROOF
PANEL SPAN
Revi
si
ons
8"
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
2 DECEM BER 2011
No.
PRECAST ROOF PANEL,
SEE TYP. DETAILS
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
3’-0"
5. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR
PRECAST AT THE JOB-SITE.
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’-0"
PRECAST ROOF
PANEL SPAN
2’-6"
VENTILATOR,
SEE TYP. DETAILS
3’-0"
(TYP.)
PORTAL WALL
CAP PANEL
A
A
JM U
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
(TYP.)
Dat
e:
B
A
A
S102S302
S102 S201
Sheet reference
number:
S-102
Sheet 5
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
2. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
WITH EARTH FILL AFTER SHELTER IS ERECTED.
ROOF FRAM NG PLAN
1. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.
Checked by:
PRECAST ROOF
PANEL SPAN
Dr
awn by:
JM U
SCALE:14"=1’-0"
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Desi
gned by:
ROOF FRAMING PLAN
RSW
N
S102S202
A
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
Dr
awi
ng code:
TYP.
S102S303
AS SHOW N
5
PRECAST ROOF
PANEL SPAN
C
Scal
e:
C
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
43’-9"
D
28’-7"
7’-7"
D-RING ANCHOR, BOLTED
TO CIP CONC. WALL FOR
DOOR CATCH WHEN DOOR
IS OPEN, TYP. (IF BOLLARD
OPTION ISN’T CHOSEN)
Descr
i
pt
i
on
A
A
B
S201S303
S201S302
S201S303
S201S303
SCALE:14"=1’-0"
S101S201
S102
A
S201S302
VENT ASSEMBLY,
SEE TYP. DETAILS
B
EXTENTS OF FRONT WALL
ELEVATION BEYOND.
LIFTING INSERT (TYP.),
BY PRECAST MANF.
26’-4"
A
WALL ELEVATION
SCALE:14"=1’-0"
Dat
e:
AS SHOW N
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
9’
0"
11’
0"
12’-2"
BACK WALL PANEL
No.
A
WALL ELEVATION
B
A
B
Sheet reference
number:
S101S201
S102
S-201
Sheet 6
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
A
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
(NOTCH FOR DOOR FRAME)
RSW
4"
ELEVATI
ONS
20’-0"
Dr
awi
ng code:
8’-10"
JM U
S201S303
PRECAST MANF.:
COORDINATE LOCATION
OF WEEPS TO MINIMIZE
INTERFERENCE WITH REINF.
AND HEADED STUDS
26’-1"
Desi
gned by:
B
8’-10"
Checked by:
20’-0"
4"
CAST-IN-PLACE
CONCRETE WALL
C
Scal
e:
C
1’
0"
1’
3"
3" DIA. PVC
WEEPS
FINISHED GRADE
2 DECEM BER 2011
1’-6"
3" DIA. PVC
WEEPS
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
9’-0"
D-RING ANCHOR, WELDED
TO DOOR FOR DOOR CATCH
WHEN DOOR IS OPEN, TYP.
LIFTING INSERT (TYP.),
BY PRECAST MANF.
Dat
e:
SEE ELEVATION A/S701
FOR DOOR FRAME ELEV.
PORTAL WALL PANEL
11’
4"
RIGHT DOOR, SEE
ELEV. B/S702
DOOR HANDLE,
SEE DETAIL 12/S704
OR 1/S704 (A)
4"
11’
4"
LEFT DOOR, SEE
ELEV. A/S702
10’
1"
BETWEEN DOORS
JM U
1/2" MARGIN
PORTAL WALL PANEL
Revi
si
ons
PANEL-TO
PANEL
TBD
DOOR HANDLE, SEE DETAIL
8/S704 (HASP OPTION)
3/8"
3/8"
2’
6"
CAP WALL PANEL
3’
10"
PRECAST ROOF
PANEL BEYOND
3"
MI
N.
8" DIA. PIPE BOLLARD
WITH DOOR BUMPER
(INDUSTRIAL GRADE)
AND CHAIN (OPTIONAL)
Dat
e
VENT ASSEMBLY,
SEE TYP. DETAILS
Dr
awn by:
7’-7"
D
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
VENT ASSEMBLY,
SEE TYP. DETAILS
A
SEE DETAIL 4/S303
S202 S301
Descr
i
pt
i
on
2 DECEM BER 2011
No.
2’-0"
2’
0"
SIDE WALL PANEL
11’
0"
LIFTING INSERT,
(TYP.), BY PRECAST
MANF.
PANEL-TO
PANEL
PANEL JOI
NT
EXTENTS OF SIDE
WALL PANEL
Revi
si
ons
PRECAST ROOF PANELS,
SEE TYP. DETAILS
3/8"
3/8"
D
Dat
e
D
Dat
e:
RSW
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
A
B
ELEVATI
ONS
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
B
A
Sheet reference
number:
S-202
Sheet 7
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
Dr
awn by:
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Desi
gned by:
Dr
awi
ng code:
S101S202
S102
JM U
SCALE:14"=1’-0"
Dat
e:
A
WALL ELEVATION
Checked by:
(TYP. SIDE WALL PANEL LENGTH)
AS SHOW N
LENGTH AS REQ’D
Scal
e:
20’-0"
C
JM U
C
*** SAFETY FIRST ***
4
5
3
2
1
L3 1/2"x 3 1/2" x 3/8 x 24’-0"
LG. W/ 3/4" DIA. x 5" LG.
EPOXY ANCHORS AT 1’-0" O.C.
1/4
6"
TYP. EA. EMBED
PRECAST ROOF PANEL,
SEE TYP. DETAILS
US Army Corps
PROVIDE HIGH -STRENGTH
NON -SHRINK GROUT
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF. FOR
ELECTRICAL CONTINUITY.
of Engineers
Huntsville Center
1/4
PRECAST ROOF PANEL,
SEE TYP. DETAILS
2"
WATERPROOFING MEMBRANE (60 MIL)
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
D
Appr
.
PROVIDE HIGH -STRENGTH
NON -SHRINK GROUT
D
L6x4x1/2" x 26’-0" LONG (LLV)
C6x13 CONT.
Dat
e
1/4
1/4
C8x18.75 CONT.
1/4
1/4
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
REASONABLY COHESIVE
SOILS ONLY. SOLID OR
WET CLAY SHALL NOT BE USED.
HSS 8x8x1/4 DOOR
FRAME
PRECAST PORTAL
WALL CAP PANEL
NOTE:
EARTH FILL SHALL CONTAIN NO
STONES HEAVIER THAN 10 POUNDS OR
LARGER THAN 6" (15.2) IN ANY DIMENSION
6"
(TYP.)
WATERPROOFING MEMBRANE
(60 MIL), TYP. AT ROOF AND
WALLS
2 LAYERS 30# FELT
MOP IN PLACE WITH
COAL TAR PITCH
2 MIN.
1
No.
#5 HORZ. AT
12" O.C., TYP.
Revi
si
ons
1"
2"
L6x4x1/2" x 26’-0" LONG (LLV)
SET FIRMLY AGAINST ROOF PANELS
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF. FOR
ELECTRICAL CONTINUITY.
Descr
i
pt
i
on
C6x13 CONT.
DEPTH GAUGE, SEE
DETAIL F/S501. REFER
TO ROOF PLAN
FOR LOCATIONS
2’
0"M I
N.
1/
2"
3/16" THICK BENT
PL. CONT.
25"
8.
3/16
2"
GRIND SMOOTH
& SEAL WELD
1 5/8"
2 DECEM BER 2011
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF. FOR
ELECTRICAL CONTINUITY.
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
C8x18.75 CONT.
1 1/2" DIA. WEEPS AT
1’-8" O.C.
1/2" x 10" PL. CONT.
W/ 1/2" DIA. x 6" HEADED
STUDS AT 12" O.C.
NOTE:
PROVIDE RAMPS, I.E., PRESSURE
TREATED 2x MEMBERS SLOPED
AS REQUIRED TO ALLOW FORKLIFTS
TO SAFELY TRANSPORT MUNITIONS
OVER DOOR SILL.
TYP.
#6 DOWELS AT 12" O.C.
6" DIA. PERFORATED FOOTING
DRAIN PIPE, TYP. (TURN
PERFORATIONS DOWN)
L6 x 3 1/2 x 3/8 (LLV) W/ 1/2" DIA. x 4"
HEADED STUDS AT 12" O..C.
FILTER FABRIC
#5 DOWELS x 8’-0" LONG
AT 1’-0" O.C.
HSS 6x8x1/4
5 1/2 "
3/8
3/8
SLAB-ON-GRADE
SEE PLAN
8 1/2 "
WRAP END OF WEEPS
WITH FILTER FABRIC, TYP.
SL
OPEDN.
1’
6"
2’
1"
11 1/
2"
1
1’
0"
CONCRETE APRON,
MAINTAIN SLOPE
AWAY FROM DOOR
FOR 13’-0" MIN..
1’
11 1/
2"
1
42 "
OPEDN.
SL
#4 BAR AT 5’-0" O.C. BRAZED
OR WELDED TO WWF,
REINF., AND HEADED STUDS
3
#4 BARS AT
3’-0" O.C.
2’-0"
6 #5 BARS CONT
AS SHOWN
A
S101 S302
S102
S201
SECTION
GRAVEL MATERIAL (GW)
SCALE: 3/4"=1’-0"
#6 CONT. AT 12" O.C.
TOP AND BOTT.
2’-5"
1’-6"
#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
Dat
e:
RSW
Checked by:
A
Sheet reference
number:
1’-7"
5’-6"
5
B
1
S-302
Sheet 9
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
6" SAND MATERIAL (SW)
B
BUI
LDI
NG SECTI
ON
#7 VERT. AT 12" O.C., TYP.
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
11’
0"
#5 HORZ. AT 12" O.C. W/
SEISMIC HOOK EACH END,
TYP.
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
(TYP.)
EXTENTS OF DOOR FRAME,
SEE DETAILS ON S701
A
JM U
JM U
PRECAST WALL PANELS
8"
Desi
gned by:
NOTE:
STAGGER REBAR LAYERS TO
FORM A 6"x6" SQUARE MESH
PATTERN OF #5 AND #7 REBAR.
DOOR, SEE
ELEVATIONS
ON S702
AS SHOW N
WATERPROOFING MEMBRANE
(60 MIL), TYP. AT ROOF AND
WALLS
10"
SEE DETAIL 4/S303
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
#4 STIRRUPS AT 4" O.C.,
TYP. TOP & BOTT. ENCLOSE
HORZ. REINF. WITHIN
1"
STIRRUPS
7"
(TYP.)
Dr
awn by:
PRECAST ROOF PANELS,
SEE TYP. DETAILS
Dat
e:
(2) #5 HORZ. CONT.
TOP & BOTT. TYP. AT
TOP AND BOTTOM OF
WALLS
C
Scal
e:
C
Dr
awi
ng code:
#7 VERT. AT
12" O.C., TYP.
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Huntsville Center
1’-2"
NOTE:
STAGGER REBAR LAYERS TO
FORM A 6"x6" SQUARE MESH
PATTERN OF #5 AND #7 REBAR.
WATERPROOFING MEMBRANE,
TYP.
#6 BARS AT 6" O.C. (WALL HT. > 9’-0")
#6 BARS AT 12" O.C. (WALL HT. < 9’-0")
S101 S303
S201
NOTES:
DETAIL
5
SCALE: 3/4"=1’-0"
S102 S303
SCALE: 3/4"=1’-0"
Desi
gned by:
JM U
1. THE SAND AND GRAVEL MATERIALS SHOWN IN THE SECTIONAL VIEW
THROUGH WING WALL SHOULD BE TERMINATED AT THE POINT WHERE THE
WING WALL HEIGHT IS INSUFFICIENT TO MAINTAIN THE 2’-3’ COHESIONLESS
FILL MATERIAL. PLACE COVER OVER AT LEAST 6" OF SAND MATERIAL. PAST
THIS POINT, AN ADDITIONAL 6" OF SAND MATERIAL SHOULD BE ADDED TO
"CLOSE IN" THE END OF GRAVEL MATERIAL.
2. AS AN OPTION, DEPENDING ON THE SITE SPECIFIC CONDITIONS, THE
WEEPHOLES THROUGH THE WING WALLS MAY BE REPLACED WITH PERFORATED
PIPE DRAINS PLACED IN THE GRAVEL MATERIAL RUNNING LATERALLY BEHIND
THE WING WALLS AND PORTAL WALL PANELS AND CONNECTED TO THE
PERIMETER FOOTING DRAIN.
FOUNDATION STEM WALL,
SEE SECTIONS
B
2 LAYERS #30 FELT
MOP IN PLACE WITH
COAL TAR PITCH
FOUNDATION STEM WALL,
SEE SECTIONS
WATERPROOFING MEMBRANE
(60 MIL), TYP AT WALLS
& ROOF.
ON-SITE CAST WALL,
SEE SECTIONS FOR REINF.
1’-0"
WATERPROOFING
MEMBRANE (60 MIL),
TYP AT WALLS & ROOF.
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF.
(EA. FACE) FOR ELECTRICAL
CONTINUITY.
1/2" x 10" PL. CONT.
W/ 1/2" DIA. x 6" HEADED
STUDS AT 12" O.C.
1/4
5/8" GAP
WATERPROOFING
MEMBRANE (60 MIL),
TYP AT WALLS & ROOF.
1/4
1/4
DOOR FRAME, SEE
DETAILS ON S701
L4x3x3/8 x 0’-8" LG.
SEE PLAN FOR
SPACING
3/8
NOTE:
WELD SIDE WALL PANEL
TO DOOR FRAME PRIOR
TO PLACEMENT OF
PORTAL WALL PANEL
3/8
3/8
3/8
4"x0’-6"x3/8" PL.
AT EACH EMBED
C8x18.75 CONT.
PRECAST WALL PANELS,
SEE SECTONS FOR REINF.
1’-6"
C8x18.75 CONT.
TYP.
WATERPROOFING
MEMBRANE (60 MIL),
TYP AT WALLS & ROOF.
1/2" x 10" PL. CONT.
W/ 1/2" DIA. x 6" HEADED
STUDS AT 12" O.C.
PRECAST WALL PANEL,
SEE SECTIONS FOR REINF.
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF. (EA. FACE)
FOR ELECTRICAL CONTINUITY.
8"
PRECAST WALL PANELS,
SEE SECTONS FOR REINF.
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF.
(EA. FACE) FOR ELECTRICAL
CONTINUITY.
REFER TO DETAIL 5/S303
FOR PLAN VIEW
SLAB EDGE AT
DOOR OPENING
1/4
1/4
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
C8x18.75 CONT.
PRECAST ROOF PANELS,
SEE TYP. DETAILS
1/2" x 10" PL. CONT.
W/ 1/2" DIA. x 6" HEADED
STUDS AT 12" O.C.
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF. (EA. FACE)
FOR ELECTRICAL CONTINUITY.
PROVIDE HIGH -STRENGTH
NON -SHRINK GROUT
A
1
S101 S303
DETAIL
DETAIL
2
SCALE: 3/4"=1’-0"
S101 S303
3
SCALE: 3/4"=1’-0"
S101 S303
DETAIL
SCALE: 3/4"=1’-0"
4
S102 S303
S202
S302
DETAIL
B
SCALE: 3/4"=1’-0"
Sheet reference
number:
S-303
Sheet 10 of 24
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
SCALE: 3/4"=1’-0"
SECTION
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
B
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
S101 S303
S201
SECTION
Dat
e:
10’-2"
Dat
e:
VARIES 10’-2" TO 2’-0"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
6’-3"
C
RSW
C
1’-6"
PRECAST ROOF
PANELS
#4 BAR TO
ANGLE
SECTI
ONS
1’
0"
1’
0"
L4x3x3/8 x 0’-8" LG.
SEE PLAN FOR
SPACING
Dr
awi
ng code:
VARIES 2’-10" TO 3"
#6 BARS AT 12" O.C.
2’-5"
Revi
si
ons
4"x0’-6"x3/8" PL.
AT EACH EMBED
Checked by:
#6 HORZ. CONT.
AT 12" O .C.
1/4
#5 BARS x 36" LONG AT 12" O.C.
AS SHOW N
#6 TRANSVERSE BARS AT
24" O.C. TOP AND BOTT.
5"
GRAVEL MATERIAL (GW) (SEE NOTES 1 & 2)
Scal
e:
FINISHED GRADE
JM U
#5 DOWELS AT 24" O.C.
WRAP END OF WEEP WITH FILTER FABRIC
Dr
awn by:
#6 HORZ. CONT.
AT 12" O .C.
SAND MATERIAL (SW) (SEE NOTES 1 & 2)
3" DIA. PVC WEEP
Descr
i
pt
i
on
#4 BAR AT 5’-0" O.C. BRAZED OR
WELDED TO PEDESTAL REINFORCEMENT,
AND HEADED STUDS
6"
No.
TYP.
#4 A706 REBAR TYP.,
PLACE 1 1/2" FROM TOP
OF ROOF PANEL.
2 DECEM BER 2011
1/2" x 10" PL. CONT.
W/ 1/2" DIA. x 6" HEADED
STUDS AT 12" O.C.
CLASS "D" FINISH
"
4
2
3/8
3/8
#5 VERT. AT 12" O.C.
2
4
"
#4 BAR AT 5’-0" O.C. WELDED
TO CHANNELS AND REINF. (EA. FACE)
FOR ELECTRICAL CONTINUITY.
3"M I
N.
6" SAND MATERIAL (SW)
C8x18.75 CONT.
#6 BARS AT 6" O.C. (WALL HT. > 9’-0")
#6 BARS AT 12" O.C. (WALL HT. < 9’-0")
CLASS "C" FINISH
45
”
#7 VERT. AT 12" O.C., TYP.
1/2" DIA. x 8" HEADED
STUDS AT 12" O.C.
1’
3"
Dat
e
#5 HORZ. AT 12" O.C. W/
SEISMIC HOOK EACH END,
TYP.
PRECAST WALL PANELS
A
D
8"
VARI
ES 12’
7"TO 2’
6"
D
Appr
.
3/4" CHAMFER
#5 HORZ. AT 12" O.C.
*** SAFETY FIRST ***
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
Dat
e
USE EITHER AT CONTRACTOR’S OPTION
CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT
WHERE EPOXY COATING IS USED.
(3 EQ. SP.)(2 EQ. SP.)
Dat
e:
6"
2 1/8 "
TYP.
TYP.
TYP.
2"
6 3/
4"
TYP. TYP.
3 3/4 "
MARK AND LABEL PIPE
IN 1" INCREMENTS TO
INDICATE HEIGHT ABOVE
TOP OF CONCRETE
L 3 1/2" x 6" x 3/8" LLH
x 26’-4" LG. (TYP.)
1/2" DIA. x 4" LG. HEADED
STUDS AT 12" O.C.
(START 8" FROM END)
Y
10 3/8 "
3" DIA. PVC PIPE BONDED
TO FIBERGLASS PLATE.
PAINT PIPE BRIGHT
ORANGE
(4) #10 BARS CONT.
AS SHOWN, TYP.
6 1/4 "
METAL FLASHING
4 1/2 "
4 1/2 "
1" RADIUS, TYP.
1’
0"
1’
0"
1" RADIUS, TYP.
3 3/
4"
1’
0"
3"
TBD I
N FI
ELD
1’-2 1/4 "
#4 STIRRUPS
SEALANT
#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
B
S501
2 1/2 " 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 " 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
26’-6"
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
TYPICAL VENT DETAIL
135 DEGREE HOOK
4 1/
2"
1’
6"
SCALE: 3/4"=1’-0"
5 3/32"
C
REMOVABLE CAP
4 1/2 "
87
8"
CROSS SECTION
1/4
SCALE: 3/4"=1’-0"
9"
10"
3"
L4x3x3/8 x 0’-8" LG. (LLV)
SEE PLAN FOR SPACING
2
"
T
YP.
1/2 CUBIC YARD CAPILLARY
WATER BARRIER MATERIAL
AT OPEN END OF PIPE
PRECAST WALL
PANELS SEE SECTIONS
3 1/8 "
3"
5 1/
8"
5 1/16 "
12" SCH. 20 (MIN.)
GALVANIZED STEEL PIPE
TYP.
Y
3"
10 5/8 "7 3/8 "
1’-6"
1/2" DIA. ROD
WELDED INSIDE OF
PIPE ON CENTERLINE
EACH DIRECTION TO
FORM A CROSSING
PATTERN
TYP.
8"
# 6 BAR CONT., TYP.
10"
L4x3x3/8 x 0’-8" LG.
(LLV), SEE PLAN
FOR SPACING
(4) 1/2" DIA. x 6"
HEADED STUDS
AT EQ SPACING
B
3 11/16 "
4"x6"x3/8" PL.
AT EA. EMBED
STIRRUP TYPE "1"
STIRRUP TYPE "2"
9 1/
4 "6 3/
4"
STIRRUP TYPE "3"
1/4" x 19" DIA. STEEL
FLANGE PAIR W/ (2)
RUBBER GASKETS, SEE
DETAIL A ON THIS SHEET.
2 LAYERS OF STRIP
IN FELTS MOP IN
WITH HOT ASPHALT
BOND #4 BAR AT 5’-0" O.C., TYP.
FOR ELECTRICAL CONTINUITY
#4 HORZ. REINF. AT
STIRRUP SPACING
9 1/
4"
EARTH FILL LINE
ABOVE
GRADE
1’
0"M I
N.
C
Dat
e:
10’-2 3/8 "
(4) 1/4" DIA.
SELF-TAPPING
SCREWS
2 DECEM BER 2011
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
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
HAND- TOOL AREAS INACCESSIBLE BY SAW
RSW
SAWCUT JOINTS AS EARLY AS ALLOWED
Dr
awi
ng code:
NOTES:
REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE
PREPARATION AND EARTHWORK RECOMMENDATIONS.
TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON
CONCRETE CAST BELOW THE REINF.
S501
JM U
GALVANIZED DUCT
CAP W/ INSECT
SCREEN
S501
Desi
gned by:
S501
C
SCALE: 3/4"=1’-0"
15"
19"
24"
29"
42"
48"
54"
61"
Checked by:
SCALE: 3/4"=1’-0"
SLAB CONTROL JOINT DETAIL
B
1’
6"
SCALE: 3/4"=1’-0"
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.
2
19"
25"
31"
37"
54"
62"
70"
79"
No.
SLAB-ON-GRADE DETAIL
A
6"
KEYED CONTROL JOINT
SUB-GRADE MATERIAL
AS APPROVED
VENTILATOR FLAME
PLATE DETAIL
6"
19"
25"
31"
37"
54"
60"
78"
85"
OTHER BARS
AS SHOW N
SLAB REINF.,
SEE PLAN
#3
#4
#5
#6
#7
#8
#9
#10
TOP BARS
Dr
awn by:
4" CAPILLARY WATER
BARRIER
3"
NOTE:
CLASS 150 FORGED FLANGES
MAY BE SUBSTITUTED FOR
FABRICATED PLATE FLANGES
1
BARS
B
Scal
e:
NO.
fc= 4000 PSI
JM U
PIPE FLANGE
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"
Revi
si
ons
BAR
SIZE
Descr
i
pt
i
on
#4 BAR AT 5’-0" O.C. BRAZED
OR WELDED TO WWF.
FINISH FL.
DEVELOPMENT
LENGTHS
SPLICE LENGTHS
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
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
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
SECTION Y-Y
#10 BARS CONT., TYP.
(NO SPLICE ALLOWED)
SCALE: 3/4"=1’-0"
PRECAST ROOF PANEL DETAIL
SCALE: 3/4"=1’-0"
Sheet reference
number:
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 11 of 24
1
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
4
5
*** SAFETY FIRST ***
4
5
3
2
1
1/2" THICK PL.
CONT.
TYP.
US Army Corps
of Engineers
1/2" THICK STIFF.
PL. (2 PER HINGE)
1/4
1/4
1/4
D
3
1 16"
D
TYP.
Appr
.
HSS 3x1 1/2x 3/16 x
6" LONG, SEALED ON
INSIDE END.
Huntsville Center
Dat
e
W12x40
26’-0" (DOOR FRAME WIDTH)
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
6"
DOOR FRAME HINGE PL.,
SEE DETAIL 2/S701
SECTION
No.
TYP.
1/4
B
1/2" THICK STIFF.
PL. (2 PER HINGE)
6 5/8 "
2
S701 S701
HSS 3x1 1/2x 3/16 x 4 1/2"
LONG, SEALED ON
INSIDE END
HSS 3x1 1/2x 3/16 x
4 1/2" LONG, SEALED
ON INSIDE END
1"
6"
(
TYP.
)
SCALE: 1 1/2"=1’-0"
6"
2 1/8 "
DOOR FRAME HINGE
PL. DETAIL
S701S701
1’
2 3/
8"
2.016" DIA.
2 1/8 "
(TYP.)
2 DECEM BER 2011
1 3/16 "
W12x40
8"
HSS 8x6x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
HSS 8x6x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
1/2" THICK PL.
CONT.
1/4
1/4
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
1/2" THICK STIFF.
PL.
SIDE VIEW
DOOR FRAME ELEVATION
SCALE: 3/4"=1’-0"
NOTE:
THE 3" AND 1" 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
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awi
ng code:
AS SHOW N
Scal
e:
Dat
e:
1/2" RADIUS,
TYP.
GUSSET PL.
A
JM U
RSW
B
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
DOOR FRAME HINGE
PL. DETAIL
SCALE: 1 1/2"=1’-0"
5
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
3
S701 S701
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
1
Sheet reference
number:
S-701
Sheet 12
of 24
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
(TYP.)
2"
5 7/16 "
45 DEGREE
x 1", TYP.
DOOR FRAM E ELEVATI
ONS
AND DETAI
LS
2"
1/2" THICK PL.
CONT.
4"
1"
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
(
TYP.
)
B
2’
8"
4"
3/4 "
TYP.
7"
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
9 3/8 "
S701 S701
Checked by:
1/4
3/4 "
1
JM U
GUSSET PL., SEE
DETAIL 1/S701
SCALE: 1 1/2"=1’-0"
Desi
gned by:
TYP.
GUSSET PL. DETAIL
C
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
DOOR, SEE
DOOR ELEV.
ON S702
1"
3 3/
4"
S701S701
DOOR FRAM E CENTERLI
NE
HINGE PL., SEE
DETAIL 2/S701
10’
4"(
OPENI
NG HEI
GHT)
3
NOTE:
PROVIDE HEAVY DUTY
WEATHER STRIPPING/ SEALING
AROUND INSIDE PERIMETER OF
DOOR GAPS
11’
6"(
DOOR FRAM E HEI
GHT)
(
TYP.
)
W12x40
GUSSET PL., SEE
DETAIL 1/S701
(
TYP.
)
2’
8"
2’
8"
8"x 1’-4 1/2"x 1/2"
THICK PLATE, TYP.
8"
TYP.
1/4
10 3/
4"
HSS 8x8x1/4
10"
8"x 1’-4 1/2"x 1/2"
THICK PLATE, TYP.
C
1/2 "
10"
3/16
1"
TYP.
(
TYP)
TYP.
6 3/8 "
S701 S701
Descr
i
pt
i
on
TYP.
1/4
B
SCALE: 1 1/2"=1’-0"
7 7/
16 "
TUBE TO
PLATE
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
8"
1/4" CAP PLATE, TYP.
WELD ALL AROUND
W/ 3/16" WELD.
3"
TOP VIEW
(
TYP.
)
1’
1 5/
8"
HSS 3x1 1/2x 3/16 x 6" LONG,
SEALED ON INSIDE END.
Dr
awn by:
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
6"
GUSSET PL. BELOW
1/2
1/2
TYP.
12’-6"
Revi
si
ons
6"
*** SAFETY FIRST ***
4
5
3
2
1
1/2" THICK PL.
CONT.
TYP.
US Army Corps
1/4
1/4
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
of Engineers
Huntsville Center
TYP.
Appr
.
1 7/
8"
1/2" THICK STIFF.
PL. (2 PER HINGE)
1/4
D
D
12’-4 3/8"
6"
DOOR FRAME HINGE PL.,
SEE DETAIL 2/S701
8"
No.
(TYP.)
2"
TYP.
5 7/16 "
45 DEGREE
x 1", TYP.
6 5/8 "
2 1/8 "
1/4
(TYP.)
B
DOOR FRAME HINGE
PL. DETAIL
1/2" THICK STIFF.
PL. (2 PER HINGE)
S701S701
SCALE: 1 1/2"=1’-0"
2
S701 S701
1’-7 5/8 "
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
SEALED ON INSIDE END
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
SEALED ON INSIDE END
1"
1/4
W12x40
1/2" THICK PL.
CONT.
6"
(
TYP.
)
1’
2 3/
8"
8"
HSS 8x6x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
HSS 8x6x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
1/2" THICK STIFF.
PL.
SIDE VIEW
DOOR FRAME ELEVATION
SCALE: 3/4"=1’-0"
NOTE:
THE 3" AND 1" 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
GUSSET PL.
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
DOOR FRAME HINGE
PL. DETAIL
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER 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 ***
SCALE: 1 1/2"=1’-0"
Dat
e:
AS SHOW N
Dr
awi
ng code:
B
1/4
1/4
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
2 1/4 "
Scal
e:
1"
2.016" DIA.
2 1/8 "
1/2" THICK PL.
CONT.
3/4 "
TYP.
1/2" RADIUS,
TYP.
4"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
9 3/8 "
RSW
GUSSET PL., SEE
DETAIL 1/S701
3/4 "
S701 S701
3
Sheet reference
number:
S701 S701
S-701 (A)
Sheet 13
2
1
of 24
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
2"
1/4
SCALE: 1 1/2"=1’-0"
1
DOOR FRAM E ELEVATI
ONS
AND DETAI
LS
(
TYP.
)
B
2’
8"
4"
TYP.
GUSSET PL. DETAIL
Checked by:
HINGE PL., SEE
DETAIL 2/S701
DOOR, SEE
DOOR ELEV.
ON S702
DOOR FRAM E CENTERLI
NE
(
TYP.
)
2’
8"
S701S701
1"
JM U
10’
4"(
OPENI
NG HEI
GHT)
3
NOTE:
PROVIDE HEAVY DUTY
WEATHER STRIPPING/ SEALING
AROUND INSIDE PERIMETER OF
DOOR GAPS
Dr
awn by:
GUSSET PL., SEE
DETAIL 1/S701
C
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
W12x40
2 DECEM BER 2011
(
TYP.
)
2’
8"
8"x 1’-4 1/2"x 1/2"
THICK PLATE, TYP.
Dat
e:
1/4
10 3/
4"
TYP.
10"
10"
HSS 8x8x1/4
1/4
C
3"
8"x 1’-4 1/2"x 1/2"
THICK PLATE, TYP.
3 3/
4"
3/16
1/2 "
TYP.
7"
TYP.
1"
(
TYP)
LOCK BOLT RECEIVERS,
1.5" I.D. x 1.88" O.D. x 5" LG.
SEALED ON INSIDE END
8"
(
TYP.
)
1’
1 5/
8"
TYP.
1/4
6 3/8 "
S701 S701
Descr
i
pt
i
on
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
1 7/8 "
B
SCALE: 1 1/2"=1’-0"
7 7/
16 "
TUBE TO
PLATE
11’
6"(
DOOR FRAM E HEI
GHT)
TOP VIEW
SECTION
1/4" CAP PLATE, TYP.
WELD ALL AROUND
W/ 3/16" WELD.
JM U
6"
DOOR FRAME
HINGE PL., SEE
DETAIL 2/S701
Desi
gned by:
HSS 8x8x1/4 (END TO BE CAPPED
W/ 1/4" PL. & WELD TO
BE GROUND SMOOTH.)
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
7 5/8 "
GUSSET PL. BELOW
1/2
1/2
TYP.
Revi
si
ons
26’-0" (DOOR FRAME WIDTH)
Dat
e
W12x40
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
4’-7"
TYP.
1’-0"
C6x13
3/8
3/8
2 1/4"x4"x3/8" PL.
3/8
3/8
3"x4"x3/8" PL.
L2x2x3/8" x 4" LG
UPPPER LOCK BAR,
SEE DETAIL 5/S704
3/8
3/8
TYP.
PIN 1/2" DIA. x 2 3/16" LG.
CAD PLATED (TYP.)
3/8
2’
8"
2’
8"
1/2" THICK PL.
SPACER, SEE
DETAIL 2/S704
B
B
S702S703
S702S703
2 1/4"
10’
8"(
DOOR HEI
GHT)
A
3/16
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
2’
8"
9’
8"
2’
8"
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
OH
S702S703
C
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
S702S703
HSS 6x2x1/4
C6x13
LATCH BAR, SEE
DETAIL 1/S704
NOTE:
3/8" INTERIOR PL.
NOT SHOWN
12’-0"
LOWER LOCK BAR,
SEE DETAIL 5/S704
CHANNEL
WEB
C6x13
C6x13
3/8
4"
4"
C6x13, COPE
AS REQ’D
1’
4"
2"
1/4
CHANNEL
FLANGES
1’
4"
B
1/4
1/2" x 6" WIDE
SEAL PLATE
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
2’
8"
2’
8"
HSS 6x2x1/4
"
2
12’-0"
1 1/2 "
1 1/2 "
3"
1’-0"
4’-7"
1’-0"
1’-0"
4’-7"
LOCK BAR,
SEE DETAIL
5/S704
1’-0"
B
C6x13
3 3/4 "
12’-2" (DOOR WIDTH)
L2x2x3/8" x
4" LG
LEFT DOOR ELEVATION "INSIDE VIEW"
SCALE: 3/4"=1’-0"
A
GUSSET HINGE PL.,
SEE DETAIL 10/S704
S201 S702
1/4
1/4
NOTE:
1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.
SCALE: 3/4"=1’-0"
B
3"x4"x3/8" PL.
NOTE:
3/8" INTERIOR PL.
NOT SHOWN
S201 S702
NOTE:
1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.
C6x13
1/4
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
RIGHT DOOR ELEVATION "INSIDE VIEW"
HINGE PIN
TO PLATE
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
DOOR HINGE PLATE
SEE DETAIL 9/S704
A
BEARING, THRUST
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS, SEE
DETAIL 13/S704
3/8
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
1/4
HINGE PIN, SEE
DETAIL 4/S704
4
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
3/8" THICK
PLATE
5
DOOR ELEVATI
ONS
3 3/4 "
4"
12’-2" (DOOR WIDTH)
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
4"
3 1/4 "
C
RSW
1/2" THICK PL.
3
"
10’
8"(
DOOR HEI
GHT)
1/2" THICK PL.
L3x2x1/2 AT
45 DEGREES
Checked by:
C
2 DECEM BER 2011
3/8
3/8
Dat
e:
TYP.
3/8
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-702
Sheet 14
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
2"
3/8
3/8
Dat
e:
4"
4"
3"
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
PLATE TO
CHANNEL
Dr
awi
ng code:
3/8
3/8
AS SHOW N
MITER CHANNELS AT
CORNERS, TYP.
PLATE TO
CHANNEL
C6x13
TOP VIEW
Scal
e:
C6x13, TYP.
C6x13
1/2" THICK PL.
JM U
3/8
3/8
1/2" THICK PL.
Dr
awn by:
TOP VIEW
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
Revi
si
ons
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
1/2" THICK PL.
JM U
1/2" THICK PL.
1"
HSS 6x2x1/4
3/8
1/2" THICK PL.
3/8
3/8
3/8
3/8
Dat
e
TYP.
3/8
3/8
1’-0"
HINGE PLATE
SEE DETAIL 9/S704
Descr
i
pt
i
on
1’-0"
6"
3/8
3/8
3/8
3/8
6"
2 3/4 "
PLATE TO
PLATE
4’-7"
D
12’-2" (DOOR WIDTH)
Desi
gned by:
1’-0"
3 3/4 "
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
1/2" x 6" WIDE
SEAL PLATE
3 3/4 "
No.
12’-2" (DOOR WIDTH)
3/8
3/8
1 1/
16"
1/4
PLATE TO
CHANNEL
GUSSET HINGE PL.,
SEE DETAIL 10/S704
1"
D
PLATE TO
TUBE
Appr
.
Huntsville Center
*** SAFETY FIRST ***
4
5
3
2
1
1/2" THICK PL.
TYP.
US Army Corps
of Engineers
HSS 6x2x1/4
TYP.
4’-7"
PLATE TO
PLATE
3/8
1/2" THICK PL.
PLATE TO
CHANNEL
1/2" THICK PL.
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
1/2" THICK PL.
TOP VIEW
C6x13
1/4
3/8
3/8
PLATE TO
CHANNEL
Descr
i
pt
i
on
1"
6"
MITER CHANNELS AT
CORNERS, TYP.
2"
4"
4"
No.
LATCH BOLT GUIDE,
SEE ILD MANF. DWGS
2’
8"
1/2" THICK PL.
1/2" THICK PL.
Dat
e:
A
S702S703
C
HSS 6x2x1/4
1/4
CHANNEL
WEB
C6x13
C6x13, COPE
AS REQ’D
4"
4"
2"
LATCH BOLT GUIDE,
SEE ILD MANF. DWGS
CHANNEL
FLANGES
1 1/2 "
1 1/2 "
1’-0"
3 3/4 "
4’-7"
1’-0"
3 1/4 "
1’-0"
4’-7"
12’-2" (DOOR WIDTH)
12’-2" (DOOR WIDTH)
SCALE: 3/4"=1’-0"
LEFT DOOR ELEVATION "INSIDE VIEW"
B
SCALE: 3/4"=1’-0"
S201 S702
3 3/4 "
1/4
1/4
A
S201 S702
HINGE PIN
TO PLATE
NOTE:
1. SEE DOOR PLATE ELEVATIONS E/S703 & F/S703 FOR INNER DOOR SUPPORT FRAMING.
NOTE:
1. SEE DOOR PLATE ELEVATIONS E/S703 & F/S703 FOR INNER DOOR SUPPORT FRAMING.
1/4
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.
DOOR HINGE PLATE
SEE DETAIL 2/S704
A
RSW
JM U
1’-0"
GUSSET HINGE PL.,
SEE DETAIL 3/S704
RIGHT DOOR ELEVATION "INSIDE VIEW"
3/8" THICK
PLATE
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
BEARING, THRUST
5" O.D. x 2 1/32" I.D.x 5/8"
OIL IMPREGNATED
SINTERED BRASS,
SEE DETAIL 6/S704
C6x13
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
3/8
3/8
1/4
HINGE PIN, SEE
DETAIL 4/S704
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
A
Sheet reference
number:
S-702 (A)
Sheet 15
5
B
DOOR ELEVATI
ONS
3’
2"
B
1/4
1/2" x 6" WIDE
SEAL PLATE
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
1’
4"
2’
8"
9"
1’-3"
1’
4"
2’
8"
HSS 6x2x1/4
U.S.ARM Y CORPS OF ENGI
NEERS
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
Checked by:
TYP.
Dr
awn by:
JM U
S702S703
3/8" CAP PL.,
TYP.
TYP.
Desi
gned by:
1’
8"
1’
8"
S702S703
B
2’
0"
EXTENTS OF
EXTERIOR
DOOR PLATE
D
S702S703
9’
8"
OH
2’
0"
B
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
S702S703
2’
8"
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
2’
8"
10’
8"(
DOOR HEI
GHT)
1/2" THICK PL.
C
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
3/8
2’
8"
C
Dat
e:
TYP.
3/8
3/8
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
TYP.
3/8
2 DECEM BER 2011
3/8
3/8
Dr
awi
ng code:
3/8
3/8
DOOR HINGE PLATE
SEE DETAIL 2/S704
3/8
3/8
HSS 6x2x1/4
PLATE TO
TUBE
D
AS SHOW N
TOP VIEW
1’-0"
TYP.
3/8
TYP.
1/2" THICK PL.
C6x13, TYP.
3/8
3/8
4’-7"
1/2 "
3/8
3/8
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
1/4
1/4
1’-0"
2 3/4 "
3/8
6"
TYP.
1/2" x 6" WIDE
SEAL PLATE
1’-0"
3 3/4 "
Scal
e:
3/8
3/8
1’-0"
DOOR HINGE PLATE
SEE DETAIL 2/S704
12’-2" (DOOR WIDTH)
GUSSET HINGE PL.,
SEE DETAIL 3/S704
Dat
e
12’-2" (DOOR WIDTH)
1/4
1"
3 3/4 "
PLATE TO
TUBE
6"
GUSSET HINGE PL.,
SEE DETAIL 3/S704
Revi
si
ons
1/4
D
Huntsville Center
Appr
.
3/8
*** SAFETY FIRST ***
4
3
2
1
HANDLE, SEE
DETAIL 8/S704
Appr
.
D
S703 S703
.509" x .523 O.D. x 1/8"
THICK LOCK WASHER,
CAD PLATED
1/4
1/2"-13UNC-2A
x 1 1/4" LG SCREW,
CAD PLATED
DOOR HINGE PL., SEE
DETAIL 9/S704
3/8
3/8
3/16
GUSSET HINGE PL.,
SEE DETAIL 10/S704
SECTION
A
SCALE: 1 1/2"=1’-0"
S702 S703
SECTION
B
SECTION
C
SCALE: 1 1/2"=1’-0"
S702 S703
NOTE:
L3x2x 1/2" (LATCH STOP ANGLE)
NOT SHOWN FOR CLARITY
SCALE: 1 1/2"=1’-0"
S702 S703
D
S703 S703
2 DECEM BER 2011
SCALE: 1 1/2"=1’-0"
1/2"-13UNC-2A x 1 1/4" LG
SCREW, CAD PLATED
NOTE:
THE HANDLE IS TURNED UP
IN THE "UNLOCK" POSITION
1/2" x 6" x 9’-8" PLATE
SECTION
SHAFT, SEE
DETAIL 6/S704
SPACER, SEE
DETAIL 2/S704
1/4
4-12
L2x2x1/4 x 0’-2" LG., TYP.
6"
45
1/4" x 6" WIDE
BAR
1/2
NOTCH PL., TYP.
1" DIA. HOLES
AS REQ’D TO FILL
DOOR W/ INSULATION.
OMIT IF NOT REQUIRED.
(NOT ALL HOLES SHOWN)
X
Desi
gned by:
.28"
COPE 6" WIDE BAR AS REQ’D
TO ALLOW CONNECTION TO
WEB OF CHANNEL
PLATE TO
ANGLE
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
X
SECTION X-X
L2x2x1/4, TYP.
B
SCALE: 1 1/2"=1’-0"
Y
1/4
L2x2x1/4 x 0’-2" LG., TYP.
1/4" x 6" WIDE
BAR
.28"
1/2
NOTCH PL., TYP.
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
1/2
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
1/2" DIA. HOLE IN
INTERIOR PLATE
FOR PLUG WELD,
TYP. AT L2x2x1/4
45
1/4
3.
1"
Y
1/4" x 6" WIDE BAR CONT.
EACH DIRECTION. SLOT EACH
BAR AT INTERSECTION TO ALLOW
BARS TO INTERLOCK AND FIT FLUSH.
3/8" THICK EXT.
PLATE
4-12
PLATE TO
ANGLE
3/8" THICK INSIDE
PLATE
SECTION Y-Y
INT. PLATE
TO ANGLE, TYP.
SCALE: 1 1/2"=1’-0"
A
SCALE: 3/4"=1’-0"
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
E
S702 S703
NOTE: RIGHT DOOR PLATE ELEVATION IS THE SAME AS THE LEFT
5
4
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
1 1/2 "
LEFT DOOR PLATE ELEVATION "INSIDE VIEW"
B
6"
3 SIDES
C
3 SIDES
1/4
3.
1"
1"
1/2" THICK PL.
3/8" THICK EXT.
PLATE
"
/4
.
1
P
Y
T
6
Dat
e:
"
/4
1
6
EXTENTS OF 3/8"
THICK PLATE
T
Y
P
.
EXTENTS OF
DOOR FRAME
"
-0 .
’
P
1
Y
T
1
’
T -0"
Y
P
.
1
’
-1
"
C
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
1
Sheet reference
number:
S-703
Sheet 16
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
TYP. PLATE
TO CHANNEL
WASHER, SEE
DETAIL 3/S704
AS SHOW N
EXTERIOR
TUBE SUPPORT, SEE DETAIL 11/S704.
INSTALL THE FIRST TUBE SUPPORT 21.5"
FROM THE BOTTOM OF THE DOOR FRAME
WITH THE REMAINING TUBE SUPPORTS
INSTALLED EVERY 16.81" APART.
INTERIOR
.509" x .523 O.D. x 1/8"
THICK LOCK WASHER,
CAD PLATED
Dat
e:
2 3/4 "
Scal
e:
3/8
3/8" THICK PL.
(OUTSIDE)
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
C6x13 CONT.
JM U
PLATE
TO PLATE
SPACER, SEE
DETAIL 2/S704
1/2" DIA. x 2 3/16" LG.
PIN, CAD PLATED (TYP.)
RSW
1/4
LATCH BAR, SEE
DETAIL 1/S704
DOOR SECTI
ONS
1/4
1/4
.515" x 7/8" x 1/16 THICK
FLAT WASHER, CAD
PLATED (TYP.)
Dr
awi
ng code:
HSS 6x2x1/4
Checked by:
1/8
Dr
awn by:
BAR TO
CHANNEL
Dat
e
TYP.
D
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
1/2 "
WASHER, SEE
DETAIL 3/S704
.09" DIA. x 1 1/2" LG.
COTTER PIN, CAD
PLATED (TYP.)
Revi
si
ons
1/4
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
SLEEVE, SEE
DETAIL 7/S704
Descr
i
pt
i
on
PLATE
TO TUBE
1/2" THICK STIFF.
PL. (2 PER HINGE)
Huntsville Center
3/8" THICK PL.
(OUTSIDE)
SHAFT, SEE
DETAIL 6/S704
HANDLE, SEE
DETAIL 8/S704
LATCH BAR, SEE
DETAIL 1/S704
LOCK BAR, SEE
DETAIL 5/S704
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
3/8
INTERIOR
1/2" THICK PL.
of Engineers
No.
D
DOOR FRAME ASSEMBLY,
SEE DETAIL B/S701 FOR
INFORMATION
1/2" THICK PL.
EXTERIOR
JM U
1/2"x 12" x 10’-0" PLATE
EACH SIDE
6" x 1/4" BAR (SKEWED),
COPE ENDS AS REQ’D
TO ALLOW CONNECTION
TO WEB OF CHANNEL
US Army Corps
U.S.ARM Y CORPS OF ENGI
NEERS
5
*** SAFETY FIRST ***
6" x 1/4" BAR (SKEWED),
COPE ENDS AS REQ’D
TO ALLOW CONNECTION
TO WEB OF CHANNEL
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
1/2 " 1/2 "
BAR TO
CHANNEL
TYP.
LEFT DOOR
D
1/2" THICK PL.
3/8" THICK PL.
1/2" THICK STIFF.
PL. (2 PER HINGE)
HSS 6x2x1/4,
WITH 3/8" CAP PL.
EACH END
1/8
INTERIOR
1/2"
1’-5"
11"
HSS 6x2x1/4
TYP.
RIGHT DOOR
3/8" THICK PL.
2 3/4 "
TYP. PLATE
TO CHANNEL
DOOR HINGE PL., SEE
DETAIL 2/S704
3/8
3/8
LEFT DOOR
D
3/8" THICK PL.
INTERIOR
ILD SYSTEM,
SEE ILD MANUF.
DRAWINGS
TYP.
TUBE SUPPORT, SEE DETAIL 5/S704.
INSTALL THE FIRST TUBE SUPPORT 21.5"
FROM THE BOTTOM OF THE DOOR FRAME
WITH THE REMAINING TUBE SUPPORTS
INSTALLED EVERY 16.81" APART.
EXTERIOR
Huntsville Center
EXTERIOR
ILD SYSTEM,
SEE ILD MANUF.
DRAWINGS
C6x13 CONT.
3/8
1/2" THICK PL.
of Engineers
1/4
1/4
PLATE
TO PLATE
US Army Corps
EXTERIOR
1/4
HSS 6x2x1/4
DOOR HANDLE, SEE
DETAIL 1/S704. MOUNT
VERT. AT 44" ABOVE
BOTTOM OF DOOR TO
CENTER OF HANDLE
L3x3x3/8
Revi
si
ons
RIGHT DOOR
1
1/2" THICK PL.
GUSSET HINGE PL.,
SEE DETAIL 3/S704
Dat
e
PLATE TO
TUBE,TYP. 1/4
DOOR FRAME ASSEMBLY,
SEE DETAIL B/S701 FOR
INFORMATION
6’-0" x 10’-6" x 3/8" PL.
EACH SIDE
3/8
2
1’
8"
1/2"x 12" x 10’-0" PLATE
EACH SIDE
INTERIOR
3
Appr
.
4
5
1/2" x 6" x 9’-8" PLATE
SECTION
A
SCALE: 1 1/2"=1’-0"
S702 S703
SCALE: 1 1/2"=1’-0"
S702 S703
SECTION
C
D
SCALE: 1 1/2"=1’-0"
S702 S703
S702 S703
3 SIDES
1/4
L2x2x1/4 x 0’-2"
LG., TYP.
1/4" x 6" WIDE
BAR
.28"
3.
1"
INT. PLATE
TO ANGLE, TYP.
1/2
NOTCH PL., TYP.
1 1/2 "
A
LEFT DOOR PLATE ELEVATION "INSIDE VIEW"
SCALE: 3/4"=1’-0"
E
S702 S703
SCALE: 3/4"=1’-0"
PLATE TO
ANGLE
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
LEFT DOOR PLATE ELEVATION "OUTSIDE VIEW"
3/8" THICK EXT.
PLATE
4-12
SECTION Y-Y
F
SCALE: 1 1/2"=1’-0"
S702 S703
NOTE: RIGHT DOOR PLATE ELEVATION IS SIMILAR (DOOR NOTCH IS GREATER)
NOTE: RIGHT DOOR PLATE ELEVATION IS SIMILAR (DOOR NOTCH IS GREATER
&1/2" THICK COVER PL. TERMINATES FOR ILD HANDLE AND KEYS)
4
3
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
2
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Checked by:
Dr
awn by:
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER THE CORRECT
LOCKING SYSTEM REQUIRED AND REMOVE THE
REDUNDANT SHEETS FROM THE CONSTRUCTION
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
5
A
1
Sheet reference
number:
S-703 (A)
Sheet 17
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
1/4
6"
1/2" DIA. HOLE IN
INTERIOR PLATE
FOR PLUG WELD,
TYP. AT L2x2x1/4
B
DOOR SECTI
ONS
Y
DOOR HANDLE, SEE DETAIL 1/S704
MOUNT VERT. AT 44" ABOVE
BOTTOM OF DOOR TO CENTER
OF HANDLE
1/4" x 6" WIDE BAR
CONT. EACH DIRECTION.
SLOT EACH BAR AT
INTERSECTION TO ALLOW
BARS TO INTERLOCK AND
FIT FLUSH.
JM U
1/2" THICK PL. CONT.
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
Y
1/2" THICK SEAL PL.
(NOT REQUIRED FOR
RIGHT DOOR)
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
SCALE: 1 1/2"=1’-0"
JM U
SECTION X-X
Desi
gned by:
3/8" THICK INSIDE
PLATE
NOTE:
CROSS BAR NOT
SHOWN FOR CLARITY
RSW
PLATE TO
ANGLE
U.S.ARM Y CORPS OF ENGI
NEERS
1/2
NOTCH PL., TYP.
L2x2x1/4, TYP.
1/2
Dr
awi
ng code:
1/4" x 6" WIDE
BAR
X
X
6"
45
.28"
1" DIA. HOLES AS REQ’D
TO FILL DOOR W/ INSULATION.
OMIT IF NOT REQUIRED.
(NOT ALL HOLES SHOWN)
45
AS SHOW N
L2x2x1/4 x 0’-2"
LG., TYP.
C
Scal
e:
3 SIDES
1/4
4-12
3.
1"
1/4
COPE 6" WIDE BAR AS
REQ’D TO ALLOW
CONNECTION TO
WEB OF CHANNEL
B
2 DECEM BER 2011
3/8" THICK EXT.
PLATE
Dat
e:
6
1
/4
T
Y
P "
.
1
’
-1
"
T
Y
P
.
1
’
T -0"
Y
P
.
1"
1/2" THICK PL.
1
/4
"
.
P
Y
T
6
6
"
-0 .
’
1
P
Y
T
"
/4
1
"
-1
’
1
1/2" THICK PL.
"
/4
.
1
P
Y
T
EXTENTS OF 3/8"
THICK PLATE
6
C
"
-0 .
’
P
1
Y
T
EXTENTS OF
DOOR FRAME
1
T ’
Y 0"
P
.
No.
SCALE: 1 1/2"=1’-0"
SECTION
B
Descr
i
pt
i
on
SECTION
*** SAFETY FIRST ***
4
1/
2"
2
2" DIA.
(+0.000/-0.002)
2 1/8 "
US Army Corps
of Engineers
3 1/2" DIA.
Huntsville Center
3/8" RADIUS
3/4 "
1 1/4 "
.516" DIA.
45 DEGREE x 1/2",
TYP.
4"
TAP FOR 1/4" GREASE
FITTING. PROVIDE
GREASE FITTING AND
GREASE AFTER ASSEMBLY
1"
DRILL 1/4" DIA.
D
Dat
e
45 DEGREES
x 3/8"
1"
3"
1.016" DIA.
1 1/
2"
.
766
SQ.
3/
4"
D
1/
2"
6"
Appr
.
1 1/2" DIA.
3/4 "
1
4"DI
A.
7 1/2 "
3
15
5
.516" DIA.
TYP.
LATCH BAR DETAIL
SCALE: 3"=1’-0"
SPACER DETAIL
1
SCALE: 3"=1’-0"
S702 S704
WASHER DETAIL
2
SCALE: 3"=1’-0"
S702 S704
HINGE PIN DETAIL
3
SCALE: 3"=1’-0"
S702 S704
Revi
si
ons
2 1/2 "
4
S702 S704
Descr
i
pt
i
on
3/16" RADIUS,
TYP.
1"
No.
1’-2 1/2 "
1’
2"
1/2"x 1" x 8" LONG
BAR, CENTERED ON
UPPER LOCK BAR ONLY
.516" DIA.
3/4 "
1’
2"
1"
SCALE: 3"=1’-0"
SCALE: 3"=1’-0"
S702 S704
SLEEVE DETAIL
6
SCALE: 3"=1’-0"
S703 S704
HANDLE DETAIL
7
SCALE: 3"=1’-0"
S702 S704
S703 S704
3"
3/4" DIA. ROD, MOUNT VERT.
AT 44" ABOVE BOTTOM OF
DOOR TO CENTER OF HANDLE
3/4 "
1"
4"
1"
1 1/4 "
3"
6"
3"
1"
1 1/
2"
1"
2.015" DIA.
DOOR HINGE PL. DETAIL
SCALE: 3"=1’-0"
THRUST BEARING
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS
1"
3"
8"
8"
8"
1/2" THICK PLATE
60
4" RADIUS,
TYP.
BORE AND TAP
FOR 1/4" GREASE
FITTING
8"
FACE OF
DOOR
B
9
S702 S704
45 DEGREE
x 1", TYP.
GUSSET HINGE PL. DETAIL
SCALE: 3"=1’-0"
10
S702 S704
TUBE SUPPORT PL. DETAIL
SCALE: 3"=1’-0"
11
S703 S704
HANDLE DETAIL
SCALE: 3"=1’-0"
12
S201 S704
THRUST BEARING
DETAIL
SCALE: 3"=1’-0"
13
S702 S704
A
DOOR DETAI
LS
3 3/4 "
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
4"
5/
8"
1"
B
5"
1/
4"
45 DEGREE
x 3/4", TYP.
8 3/4 "
4 1/4 "
3"
1/
2"
5"
Dat
e:
8
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER 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
Sheet 18
of 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
SHAFT DETAIL
5
45 DEGREE
x 1/2", TYP.
RSW
LOCK BAR DETAIL
.500-13UNF-2B
THREAD DEPTH = 3/4"
2"
1" DIA.
1/16" RADIUS,
TYP.
Desi
gned by:
30
1"
1" DIA.
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
1/2 "
.219"
Dr
awi
ng code:
3/4 "
C
Checked by:
1 1/2" DIA.
45 DEGREE
x 1/2", TYP.
4"
/
3
.
SQ
AS SHOW N
6 3/4 "
JM U
5’-2"
Scal
e:
3" DIA.
Dr
awn by:
3/4 "
SQ.
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
3/8 "
2 DECEM BER 2011
C
2 3/4 "
Dat
e:
3" DIA.
8 7/8 "
JM U
2"
2"
3/
4"
1/2 "
U.S.ARM Y CORPS OF ENGI
NEERS
1 1/
2"
2" RADIUS,
TYP.
*** SAFETY FIRST ***
4
5
3
2
1
3"
3/4" DIA. ROD, MOUNT VERT.
AT 44" ABOVE BOTTOM OF
DOOR TO CENTER OF HANDLE
1"
4"
3 3/4 "
1"
2 1/8 "
2" DIA.
(+0.000/-0.002)
3"
SCALE: 3"=1’-0"
45 DEGREE
x 1", TYP.
GUSSET HINGE PL. DETAIL
2
SCALE: 3"=1’-0"
SCALE: 3"=1’-0"
S702 S704
4
S702 S704
No.
S702 S704
HINGE PIN DETAIL
3
Descr
i
pt
i
on
2.015" DIA.
DOOR HINGE PL. DETAIL
1
S201 S704
S703
SCALE: 3"=1’-0"
1 1/
2"
1"
3"
HANDLE DETAIL
TAP FOR 1/4" GREASE
FITTING. PROVIDE
GREASE FITTING AND
GREASE AFTER ASSEMBLY
1"
DRILL 1/4" DIA.
Revi
si
ons
1 1/4 "
4"
4" RADIUS,
TYP.
D
Dat
e
4"DI
A.
3/8" RADIUS
8"
8"
60
8"
3"
8"
FACE OF
DOOR
Huntsville Center
1 1/4 "
1"
D
of Engineers
3/4 "
15
8 3/4 "
4 1/4 "
1/
4"
45 DEGREE
x 3/4", TYP.
US Army Corps
Appr
.
3"
1/
2"
5"
Dat
e:
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
1"
THRUST BEARING
5" O.D. x 2 1/32" I.D. x 5/8"
OIL IMPREGNATED
SINTERED BRASS
JM U
ENGI
NEERI
NG AND
SUPPORT CENTER,
HUNTSVI
LLE,ALABAM A
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
B
A
B
DOOR DETAI
LS
S702 S704
Dr
awn by:
6
Checked by:
JM U
SCALE: 3"=1’-0"
S703 S704
Desi
gned by:
SCALE: 3"=1’-0"
5
U.S.ARM Y CORPS OF ENGI
NEERS
TUBE SUPPORT PL. DETAIL
THRUST BEARING
DETAIL
RSW
1"
A
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER 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 24
STANDARD DESI
GN DRAW I
NGS -FI
NAL
6"
Dat
e:
1/2" THICK PLATE
Dr
awi
ng code:
BORE AND TAP
FOR 1/4" GREASE
FITTING
C
AS SHOW N
4"
Scal
e:
5/
8"
C
2 DECEM BER 2011
5"
*** SAFETY FIRST ***
5
4
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
D
2 DECEM BER 2011
No.
Descr
i
pt
i
on
Revi
si
ons
Dat
e
D
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
Dat
e:
RSW
Pr
oj
ectEngi
neer
/
Ar
chi
t
ect
: Jef
fCoul
st
on
Dr
awi
ng code:
Checked by:
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER 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 20 of 24
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
HIGH SECURITY HASP NOTES:
B
HI
GH SECURI
TY HASP
B
M ODULAR STORAGE M AGAZI
NE
BOXTYPE,STD 4218007
S705
Dr
awn by:
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
JM U
Scal
e:
AS SHOW N
C
JM U
Dat
e:
C
*** SAFETY FIRST ***
4
5
3
2
1
US Army Corps
of Engineers
Appr
.
Huntsville Center
D
Revi
si
ons
Dat
e
D
LEFT DOOR
2 DECEM BER 2011
No.
Descr
i
pt
i
on
RIGHT DOOR
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
Dat
e:
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
DESIGNER NOTE: TO BE REMOVED WHEN PREPARING
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN
SHEETS S701 - S705 (HIGH SECURITY HASP) AND
S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY
WITH THE CONTRACTING OFFICIER 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 21 of 24
A
STANDARD DESI
GN DRAW I
NGS -FI
NAL
A
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 4218007
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
C
JM U
C