US Army Corps
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Huntsville Center
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G-001
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STD 421-80-13 WITH SLIDING DOORBOX-TYPE , EUROPEAN VERSION MODULAR STORAGE MAGAZINE,
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GENERAL ABBREVIATIONS DRAWING SYMBOLS
S-104
1
S-104
REFERENCE NO.
ELEVATION REFERENCE
ELEVATION IS TAKENSHEET WHERE
ELEVATION IS DRAWNSHEET WHERE
1
S-501S-101
REFERENCE NO.
DETAIL REFERENCE
DETAIL IS DRAWNSHEET WHERE
DETAIL IS TAKENSHEET WHERE
S-104
1
S-104
REFERENCE NO.
CUTTING PLANE
SECTION CUT
SECTION IS TAKENSHEET WHERE
SECTION IS DRAWNSHEET WHERE
G-002
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DRAWING INDEXSHEET NO. DRAWING CODE SHEET TITLE
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REF. NO. SHEET DISCIPLINE
STRUCTURAL
ELECTRICAL
GENERALG-001 COVER SHEET
G-002 INDEX, SYMBOLS, & ABBREVIATIONS
S-001
S-101
S-102
FOUNDATION PLAN
ROOF FRAMING PLAN
GENERAL NOTES
1
2
5
6
7
8
9
11
10
12
13
3
S-201
S-202
S-301
S-302
S-303 SECTIONS/DETAILS
BUILDING SECTION
BUILDING SECTION
ELEVATIONS
ELEVATIONS
S-501
S-502
S-505
TYPICAL DETAILS
E-101
E-102
22
23
LIGHTNING PROTECTION SYSTEM
LIGHTNING PROTECTION SYSTEM
S-503 XXXXXX14
15
16
17
18
XXXXXXS-504
XXXXXX
E-103 24 XXXXXX LIGHTNING PROTECTION SYSTEM
WORKING POINTWITHWELDED WIRE REINFORCEMENTWELDED WIRE FABRICVERIFY IN FIELDUNLESS OTHERWISE NOTEDTYPICALSTIFFENERSLAB-ON-GRADESIMILARSHEETSQUARE FEETREQUIREDREINFORCEMENTRADIUSOPPOSITE HANDOUTSIDE DIAMETERON CENTERNOT TO SCALEMANUFACTURERMINIMUMLONG-LEG VERTICALLONG-LEG HORIZONTALINSIDE DIAMETERINTERIORHEIGHTHEADEDGALVANIZEDFIELD VERIFYFOOTINGEXTERIOREXISTINGEACH WAYEQUALEXPANSION JOINTEACH FACEELEVATIONEACHDIMENSIONDIAGONALDIAMETERCONTINUE, CONTINUOUSCONCRETECOORDINATECOLUMNCENTER POINTCONCRETE MASONRY UNITCENTER LINECONTROL JOINTCAST-IN-PLACEBEARINGBOTTOMBUILDINGAPPROXIMATELYALUMINUMABOVE FINISHED FLOOR
WPW/WWRWWFVIFUONTYPSTIFFSOGSIMSHTSFREQ'DREINFROHODO.C.NTSMANFMINLLVLLHIDINTHTHDGALVFVFTGEXT(E) OR EXISTE.W.EQEJEFELEVEADIMDIAGDIACONTCONCCOORDCOLCPCMUCLCJCIPBRGBOTTBLDGAPPROXALUMAFF
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E-104 25 XXXXXX LIGHTNING PROTECTION SYSTEM
S-002 4 XXXXXX SPECIAL INSPECTIONS
XXXXXX
XXXXXX
S-701
S-704
S-702
XXXXXX DOOR PLATE ELEVATIONS
XXXXXX
S-703
DOOR DETAILS
DOOR FRAMING ELEVATION
20
21
19
S-704 (A)
PRECAST WALL PANEL DETAILS
CANOPY SUPPORT DETAILS
DOOR TRENCH COVER DETAILS
RAIL SUPPORT BRACKET DETAILS
HIGH SECURITY HASP
INTERNAL LOCKING DEVICE
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Huntsville Center
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SHEETS FROM THE CONSTRUCTION CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.
OFFICER THE CORRECT LOCKING SYSTEM REQUIRED AND REMOVE THE REDUNDANT
LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY WITH THE CONTRACTING
4. SHEETS S704 (HIGH SECURITY HASP) AND S704(A) (ILD) IDENTIFY TWO DIFFERENT
DETERMINED TO BE ADEQUATE FOR THE DESIGN CRITERIA LISTED ON THIS SHEET.
AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH). STRUCTURE HAS BEEN
THE CONTRACTING OFFICER, WHO SHOULD CONSULT WITH THE U.S. ARMY ENGINEERING
SLAB-ON-GRADE, AND WING WALLS SHALL NOT BE MODIFIED WITHOUT THE APPROVAL OF
3. STRUCTURAL COMPONENTS, WITH THE EXCEPTION OF THE FOUNDATION (FOOTINGS),
LOCAL SITING, TOPOGRAPHIC CONDITIONS, AND FROST PENETRATION DEPTHS.
2. FOUNDATIONS SHALL BE REVISED TO REFLECT SPECIFIC SITE SOIL CONDITIONS INCLUDING
DO NOT MEET CURRENT BUILDING CODES.
THESE LISTED ON THIS SHEET, THE DESIGNER SHOULD ADDRESS ALL DEFICIENCIES THAT
STRUCTURE FOR THE SITE-SPECIFIC LOADING CRITERIA. IF SITE-SPECIFIC LOADS EXCEED
TO BE ADEQUATE UNDER THESE LOADINGS. HOWEVER, THE DESIGNER SHOULD VERIFY THE
1. THE MAGAZINE HAS BEEN ANALYZED FOR THE LOADS LISTED ON THIS SHEET AND DETERMINED
FOR SITE ADAPTION OF THIS DESIGN.
DESIGNER NOTES: TO BE REMOVED WHEN PREPARING CONSTRUCTION DRAWINGS
2.9 ALL DIMENSIONS SHOWN ARE IN MILLIMETERS (MM) UNLESS OTHERWISE SHOWN.
THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.
REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
WORK, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE
2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL
PRIOR TO PROCEEDING.
SHALL NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES AND OBTAIN DIRECTION
GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR
2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR
WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 0.0, U.O.N.
ELEVATIONS (F.F.E.) FOR ALL BUILDINGS. ELEVATIONS SHOWN IN STRUCTURAL DOCUMENTS
2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTION) FOR ACTUAL FINISHED FLOOR
THE ATTENTION OF THE CONTRACTING OFFICER.
DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO
SHOP DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS,
2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF.
TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED.
2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED
STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.
THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN THE
PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION.
2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS,
NOTED ABOVE.
CONSTRUCTION LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE DESIGN LOADS
IN-PLACE DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING
2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT
OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
CONSTRUCTION/FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO
2.0 GENERAL
EQUIVALENT FLUID PRESSURE (EFP) ACTIVE : 195 Kpa (40 PSF) PER FOOT OF DEPTH
EQUIVALENT FLUID PRESSURE (EFP) AT-REST : 293 Kpa (60 PSF) PER FOOT OF DEPTH
ANGLE OF INTERNAL FRICTION OF THE SOIL (Φ) : 30 DEGREESSOIL DENSITY (Ɣ): 1922 kg/m3 (120 PCF)
E. SOILS
ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE
SEISMIC DESIGN CATEGORY= D
INTERMEDIATE PRECAST SHEAR WALLS, R = 4
BASIC SEISMIC-FORCE RESISTING SYSTEM=
SITE CLASS: D (ASSUMED)
Sd1 = 0.52
S1 = 0.52
Sds= 0.78
Ss= 1.1
Ie= 1.25
RISK CATEGORY=III
D. EARTHQUAKE:
ENCLOSURE CLASSIFICATION: ENCLOSED
EXPOSURE CATEGORY: C
IMPORTANCE FACTOR (I): 1.15
BASIC WIND SPEED: 225 km/h (140 MPH)
C. WIND LOAD:
THERMAL CATEGORY (Ct) = 1.0
EXPOSURE CATEGORY (Ce) = 1.0
IMPORTANCE FACTOR (I) = 1.2
GROUND SNOW LOAD (Pg) = 2.87 kPa (60 PSF)
SNOW LOAD:
FLOOR--------------------4.80 kPa (100 PSF)
ROOF--------------------- 4.80 kPa (100 PSF)
B. LIVE LOADS
4. AMERICAN WELDING SOCIETY, A.W.S.
3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 13th ED.)
2. AMERICAN CONCRETE INSTITUTE (ACI 318)
1. INTERNATIONAL BUILDING CODE 2015 (IBC) AS MODIFIED BY UFC 1-200-01
A. BUILDING CODES AND SPECIFICATIONS:
1.0 DESIGN CRITERIA:
RECTANGULAR, SQUARE, AND ROUND HSS....................BS EN 10025, S235
STEEL CHANNELS, ANGLES, PLATES AND BARS.............BS EN 10025, S235
W SHAPES..............................................................................BS EN 10025, S235
CONSTRUCTION:
5.3 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS FOR ALL OTHER
RECTANGULAR, SQUARE, AND ROUND HSS.....................BS EN 10025, S355
STEEL CHANNELS, ANGLES, PLATES AND BARS..............BS EN 10025, S355
CONSTRUCTION:
5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS FOR THE DOOR
A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" OR EUROPEAN EQUIVALENT.
5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO
5.0 STRUCTURAL STEEL
FOR SLAB ON GRADE WORK.
4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE PREPARATION
METER LENGTH WHEN MEASURED WITH A STRAIGHT EDGE.
GRADE OR NOT EXPOSED TO VIEW SHALL HAVE SURFACE IRREGULARITIES LESS THAN 25mm WITHIN A 1.5
LESS THAN 13 mm WITHIN A 1.5 METER LENGTH WHEN MEASURED WITH A STRAIGHT EDGE. CONCRETE BELOW
4.12 ALL FORMED CONCRETE SURFACES THAT ARE EXPOSED TO VIEW SHALL HAVE SURFACE IRREGULARITIES
THROUGH ALL CONTROL JOINTS, U.O.N..
4.11 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT DISCONTINUOUS
MATERIAL. BARS WITH WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.
4.10 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE
ONE OPERATION). ANY STOP IN CONCRETE WORK SHALL BE BULKHEAD AND KEYED, U.O.N.
4.9 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS (POURED TO THEIR FULL DEPTHS IN
REINFORCING AT ALL PEDESTALS, WALLS, AND COLUMNS.
4.8 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH SIZE AND SPACING OF VERTICAL
TO CLASS "A" TENSION LAP SPLICE U.O.N.
REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE LEG LENGTH EQUIVALENT
4.7 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE HORIZONTAL
SLAB ON GRADE.....................................................................MID-DEPTH OF SLAB
BEAMS AND COLUMNS..........................................................40 mm (1 1/2 INCHES)
SLABS, WALLS, JOISTS.........................................................25mm (1 INCHES)
CONCRETE NOT EXPOSED TO WEATHER:
ø14 BAR AND SMALLER.........................................................40mm (1 1/2 INCHES)
ø16 BAR AND LARGER...........................................................50mm (2 INCHES)
FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
CONCRETE CAST AGAINST EARTH:..............................................75mm (3 INCHES)
4.6 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST-IN-PLACE CONSTRUCTION U.O.N.:
WITH ACI 318M, U.O.N.
4.5 REINFORCING BARS SHALL BE CONTINUOUS WITH CLASS "B" TENSION LAP SPLICES COMPLYING
IN ANY MANNER U.O.N. IN CONSTRUCTION DOCUMENTS.
OF STANDARD PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED
4.4 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL
GRADE B500C REQUIRED IN PRECAST ROOF PANELS.
4.3 REINFORCING BARS SHALL BE DEFORMED TYPE CONFORMING TO BS EN 10080, GRADE B500A OR B500C.
ALL CONCRETE SHALL CONFORM TO EN 1992-1-1, SECTION 3.1.
4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 30 Mpa (C30/37) AT 28 DAYS, U.O.N.
ACI 318---------------"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
STRUCTURES"
ACI 315---------------"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
ACI 301---------------"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
EUROPEAN EQUIVALENT:
HANDLING, PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS OR
4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING,
4.0 CONCRETE
SUBJECTED TO WATER.
3.7 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS
3.6 ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH LEAN CONCRETE.
EXCEEDS THAT SPECIFIED ABOVE.
COMPACTED ENGINEERED FILL HAVING A SOIL BEARING PRESSURE THAT MEETS OR
3.5 ALL FOOTINGS SHALL PROJECT AT LEAST 460 INTO UNDISTURBED NATURAL SOIL OR
PRESSURES NOTE ABOVE.
ENGINEER PRIOR TO PLACING CONCRETE TO ENSURE THEIR COMPLIANCE WITH THE
3.4 ALL FOUNDATION BEARING SURFACES SHALL BE REVIEWED BY THE GEOTECHNICAL
3.3 ASSUMED UNIT WEIGHT OF SOIL USED FOR DESIGN: 1922 kg/m^3 (120 PCF)
3.2 MAXIMUM ASSUMED NET SOIL BEARING PRESSURE USED FOR DESIGN: 192 kPa (4000 PSF)
UNSUITABLE MATERIALS.
SOILS BENEATH STRUCTURES, BACK FILL REQUIREMENTS FOR OVER EXCAVATION AND REMOVAL OF
PREPARATION OF FOUNDATIONS INCLUDING THE REMOVAL OF ORGANIC MATERIALS, COMPACTING
3.1 SEE CIVIL DRAWINGS AND SPECIFICATIONS (PART OF SITE ADAPTION) FOR EARTHWORK
3.0 FOUNDATIONS
THIS DESIGNATION IN NO WAY IMPLIES VALIDATION OF THE DESIGN AGAINST OTHER LOAD CASES.
CRITERIA FOR A 7-BAR STRUCTURAL DESIGNATION PER DOD 6055.09-M AND NATO AASTP-1.
2. IF CONSTRUCTED PER THESE DRAWINGS, FACILITY MEETS BLAST-RESISTANT DESIGN
SEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.
MAY REQUIRE THE MAGAZINE TO BE CONSIDERED AN UNDEFINED MAGAZINE AND MAY
APPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB)
HEADWALL, STEEL DOOR, CONCRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTEN
1. ANY DEVIATION FROM THE STANDARD APPROVED DESIGN DRAWINGS FOR THE CONCRETE
STRUCTURAL DESIGNATION (7-BAR) NOTES:
COPPER STRAPS, ETC. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LPS.
CONTINUITY METHODS ARE REINFORCING BARS (MINIMUM OVERLAP SHALL BE 20 BAR DIAMETERS),
CONCRETE PEDESTAL FOOTING SHALL BE PROVIDED DURING CONSTRUCTION. ACCEPTABLE
TO FOUNDATION PEDESTALS AND PRECAST ROOF PANELS, AND BETWEEN PRECAST WALLS AND
ELECTRICAL CONTINUITY SHALL BE PROVIDED ACROSS FLOOR EXPANSION AND ISOLATION JOINTS
BY BONDING (CLIPPING, BRAZING OR TACK WELDING) AT 1500 LINEAR MILLIMETERS INTERVALS.
LOUVERS, VENTILATORS, DOORS AND DOOR FRAME, SHALL BE MADE ELECTRICALLY CONTINUOUS
7.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, PRECAST WALLS AND ROOF PANELS,
7.0 LIGHTNING PROTECTION SYSTEM (LPS)
6.5 ALL GROUT SHALL BE NON-SHRINK, NON-METALLIC WITH F'c = 35 Mpa (5000 PSI).
30 MPa (C30/37).
6.4 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT DAYS OF
CONTRACTING OFFICER.
6.3 THERE SHALL BE NO FIELD CUTTING OF PRECAST ELEMENTS WITHOUT THE APPROVAL OF THE
THEY EFFECT THE PRECAST ELEMENTS.
6.2 THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DISCIPLINES AS
PRIOR TO THE START OF FABRICATION.
ELEMENTS AND LIFTING POINTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW
STRUCTURAL ENGINEER. ALL DESIGN CALCULATIONS, INCLUDING THE DESIGN OF ALL STRUCTURAL
CONCRETE AND CONSTRUCTION LOADING CONDITIONS SHOWN ON THE DRAWINGS BY A LICENSED
6.1 ALL PRECAST ELEMENTS NOT DETAILED ON DRAWINGS SHALL BE DESIGNED FOR THE SPAN AND
6.0 STRUCTURAL PRECAST CONCRETE
5.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 10 THICK, UNLESS OTHERWISE NOTED.
WITH 2 COATS OF COAL TAR EPOXY. EPOXY COATING SHALL BE IN ACCORDANCE WITH EN ISO 12944-5.
SHEAR STUDS. PROVIDE 75 MINIMUM CONCRETE COVER FOR ALL STEEL BELOW GRADE AND PAINT
PRIMER PAINT. DO NOT PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED
MEMBERS NOT REQUIRED FOR CORROSION PROTECTION SHALL RECEIVE ONE COAT OF STANDARD
5.7 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED, UON.
WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS.
SIZE FILLET WELDS SHALL BE 5 UNLESS OTHERWISE NOTED AND ELECTRODES SHALL BE E70xx.
5.6 WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". MINIMUM
BOLTS SHALL BE M20[10.9] UNLESS OTHERWISE NOTED.
5.5 BOLTED CONNECTIONS SHALL CONFORM TO BS EN ISO 898-1:2013. ALL HIGH-STRENGTH
HEADED STUDS.................................ISO 13918:2008 (414 MPa MIN. TENSILE STRENGTH)
5.4 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING DESIGNATION:
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RELATED ITEMS' SHALL BE INSPECTED AS SHOWN ON THIS SCHEDULE.
HOWEVER, AT A MINIMUM THE SPECIAL ITEMS RELATED TO THE 'OTHER EXPLOSIVES SAFETY
REQUIREMENTS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE;
1. SPECIAL INSPECTION SCHEDULE SHALL BE REVISED TO REFLECT SPECIFIC PROJECT
FOR SITE ADAPTION OF THIS DESIGN.
DESIGNER NOTES: TO BE REMOVED WHEN PREPARING CONSTRUCTION DRAWINGS
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FOUNDATION PLAN
S101
S302S101S101
S301S101
BS201S101
S201S101
S202S101
A
A
A
A
S303
S303
S101
1
S101S303
AA
FROM CENTERSLOPE 25
FROM CENTERSLOPE 25
S101
SCALE: 1:50
SEE TYP. DETAILSCONTROL JOINT (C.J.)
C.J.
SEE ELEVATIONSWALL JOINT, TYP.
RID
GE
TYP.
TYP.C.J.
C.J.
IF REQ'DDRAIN TO REAR
(RW-1) (RW-2) (RW-3)(RW-1)(RW-3)
FROM CENTERSLOPE 25
FROM CENTERSLOPE 25
MORE DETAILS.IS SITE ADAPTED. SEE SECTIONS FORTO BE ESTABLISHED WHEN STRUCTUREELEVATIONS, SLOPES, AND OUTLETS 150 DIA. CONT. FOOTING DRAIN.
(DOOR OPENING)
(NO
MIN
AL B
UN
KE
R L
EN
GT
H)
1
2190 M
IN. - 24380 M
AX.
TYP.
DOOR TRENCH SLOPE 1:100
7620
8220
1150011500
1740
8220
300 300
347033504680
560
400
800
7620
2800 8700
2S502
S502
300
1
TYP.EDGE OF FOOTING,
POSSIBLE.DAYLIGHT DRAINAGE ISN'T"LO" POINT OF TRENCH IFPROVIDE INLET DRAIN AT
9. ALL DIMENSIONS SHOWN ARE IN MILLIMETERS (MM) UNLESS OTHERWISE NOTED.
BE PRECAST AT THE JOB-SITE.8. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR MAY
DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.7. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE
INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..6. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING
WITH EARTH FILL AFTER SHELTER IS ERECTED.5. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
4. PROVIDE 610 OF EARTH COVER MINIMUM ON ROOF.
SHALL BE COMPLETED AS SOON AS POSSIBLE. 3. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 5400 O.C. (MAX.). CONTROL JOINTS
REINFORCED WITH ø12 AT 300 EACH WAY SUPPORTED 50 FROM TOP OF SLAB UNO.2. SLAB-ON-GRADE: 150 CONCRETE ON 100 CAPILLARY WATER BARRIER AND VAPOR BARRIER,
1. TOP OF SLAB (FINISH FLOOR ELEVATION) = 0.0 U.O.N.
VALLEY VALLEY
1200
SL
OP
E25
SL
OP
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S101S303
B
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6
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5 4 3 2 1
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number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
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25
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Date:
Project Engineer/
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hitect: Jeff C
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AU
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018
N
AS302S102
AS301S102
ROOF FRAMING PLAN
S202S102
S201S102
BS201S102
A
A
3S303S102
S102S303
2
PANEL SPANPRECAST ROOF
PANEL SPANPRECAST ROOF
PANEL SPANPRECAST ROOF
PANEL SPANPRECAST ROOF
PANEL SPANPRECAST ROOF
SEE TYP. DETAILSVENTILATOR,
BY PRECAST MANF.TYP. AT ROOF PANELSCOIL, INSERT
WALL (SLOPED)CONC. RETAINING
(TYP.)
(TYP.)
TYP.
THE ROOF AND 3 DOWN THE MIDDLE OFEACH LONGITUDINAL EDGE9 LOCATIONS. PLACE 3 ON DEPTH GAUGE, TYP AT
SEE TYP. DETAILSTHICK CONCRETE TOPPING,PRECAST ROOF PANEL W/ 100
REINF.LONGITUDINAL TOPPING ø14 AT 300 O.C.
REINF.LONGITUDINAL TOPPING ø16 AT 150 O.C.
HOOK, TYP.REINF. W/ STANDARD TERMINATE CHORD
ADJACENT BARS MIN. 1500SPLICE LOCATIONS B/T "B" LAP SPLICE. STAGGER (6) ø20 CHORD BARS W/ CLASS
(2) ø20 CHORD BARS
CONC. HEADWALLCAST-IN-PLACE
822025 OVERHANG 25 OVERHANG
12201000
900880
300
8270 (PRECAST ROOF PANEL)
SCALE: 1:50
(NO
MIN
AL B
UN
KE
R L
EN
GT
H)
12190
MIN. - 24380 M
AX.
SEE SHEETS S-503EXTENTS OF CANOPY,
S102S503
BS102S503
A USE GRADE B500C ONLY.REINFORCING IN ROOF PANELS:
17395
(CANOPY LENGTH MAY BE ADJUSTED AS NEEDED TO COVER DOOR/RAIL BEAM)
SEE DETAIL E/S501PRECAST ROOF PANEL.EMBED ANGLES IN
7. ALL DIMENSIONS SHOWN ARE IN MILLIMETERS (MM) UNLESS OTHERWISE NOTED.
DIRECTION. IN THE OTHER DIRECTION, TACK WELD #14 BAR FROM BOTTOM PLATE TO #14 REINF. AT 1500 INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE6. PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANELS BY TACK WELDING
MAY BE PRECAST AT THE JOB-SITE.5. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR
DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.4. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE
INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..3. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING
WITH EARTH FILL AFTER SHELTER IS ERECTED.2. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT
1. PROVIDE 610 OF EARTH COVER MINIMUM ON ROOF.
7
ELE
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S-201
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SCALE 1:50
1 2 3 4 5m
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*** SUPPORT VALUE ENGINEERING - IT PAYS ***
5 4 3 2 1
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number:
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Date
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Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
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Scale:
Date:
Project Engineer/
Arc
hitect: Jeff C
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BO
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N V
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STANDARD DESIGN
AU
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018
3860
3800
AS201S101
BS201S101
WALL ELEVATION
WALL ELEVATION
S102
S102
AS201S302
AS303S201
AS303S201 S302S201
A
ELEVATION BEYOND.EXTENTS OF FRONT WALL
SEE TYP. DETAILSVENT ASSEMBLY,
CONCRETE WALLCAST-IN-PLACE
BY PRECAST MANF.LIFTING INSERT (TYP.),
400
10425
2400 2400 2400 2500
2
1
2
1
2400240024002500
11600 11600
4510
(WA
LL H
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8220
4470
WEEPS50 DIA. PVC
WEEPS50 DIA. PVC
100100
7620
(DOOR OPENING)
100 THICK CONCRETE TOPPINGPRECAST ROOF PANELS W/
17995
565
EARTH FILL
EARTH FILL BEYOND
6195
2800
5195
1000
TRENCHBOTT. OF DOOR
SEE SHEET S-503EXTENTS OF CANOPY,
TOPPINGPANEL BEYOND W/ PRECAST ROOF
CLARITYNOT SHOWN FOR SLIDING DOOR
SEE SHEET S-502BACK WALL PANEL
GRADEFINISHED
BEYONDSIDE WALL FOOTINGS
1S303S201
SCALE: 1:50
SCALE: 1:50
200
300300
565
8
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S-202
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5 4 3 2 1
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number:
Sheet reference
Date
Appr.
Description
Revisio
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No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
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Date:
Project Engineer/
Arc
hitect: Jeff C
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BO
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STANDARD DESIGN
AU
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ST 2
018
AS202S101
WALL ELEVATION
(TYP. SIDE WALL PANEL LENGTH)
PA
NE
L J
OIN
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S102
AS301S202
(WA
LL H
EIG
HT)
10
10
TOPPING, SEE PLAN100 THICK CONCRETE
AT REARPRECAST WALL PANEL
WALLCONC. FOUNDATIONCAST-IN-PLACE
SEE SHEET S-502SIDE WALL PANEL
SEE TYP. DETAILSPRECAST ROOF PANELS,
SEE TYP. DETAILSVENT ASSEMBLY,
MANF.(TYP.), BY PRECASTLIFTING INSERT,
PANELPANEL-TO
SEE DETAIL 3/S303
4
470
6095 LENGTH AS REQ'D
4510
610
450
SCALE: 1:50
S702ELEVATIONS ONSLIDING DOOR, SEE
SHEET S-503CANOPY, SEE
SEE SHEET S-505RAIL SUPPORT BRACKET,
BUIL
DIN
G S
EC
TIO
N
9
S-301
JM
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W
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SCALE 1:20
1 2m
A
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5 4 3 2 1
D
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5 4 3 2 1
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number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
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Date:
Project Engineer/
Arc
hitect: Jeff C
oulsto
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BO
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YP
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N V
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STANDARD DESIGN
AU
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018
SECTIONAS301S101
S202S102
SCALE: 1:20
TYP. AT ROOF AND WALLSWATERPROOFING MEMBRANE (1.5mm),
TOPPING SLAB, SEE PLAN100 THICK CONCRETE
3030
SLOPE
300
100
300
11
SEE PLANSLAB-ON-GRADE
121
PRECAST WALL PANELS
(TYP.)
TYP.
GRAVEL MATERIAL (GW)
(TYP.)
(TYP.)
(TYP.)
MIN.
MIN.
MIN.
WET CLAY SHALL NOT BE USED.SOILS ONLY. SOLID OR REASONABLY COHESIVE
2 MIN.2 MIN.
FILTER FABRIC
FOR LOCATIONS TO ROOF PLANDETAIL F/S501. REFERDEPTH GAUGE, SEE
TYP.
WITH FILTER FABRIC, TYP.WRAP END OF WEEPS
(EM
BE
DM
EN
T)
SLOPE
1980
VA
RIE
S
610
610
4470
SEE PLAN
580 850
260
360
610
7
10
10
550
MIN. DEPTHJOINT SEALER,10
W/ JOINT FILLER10 EXP. JOINT
NON-SHRINK GROUT35 MPa HIGH STRENGTH,
LARGER THAN 150 IN ANY DIMENSIONSTONES HEAVIER THAN 5 KG OREARTH FILL SHALL CONTAIN NO NOTE:
FOOTING DRAIN PIPE. (NOT SHOWN)WALL AND TERMINATE WITHIN 150 OFDRAINS THRU FOUNDATION STEM(50 DIA.) AT 6100 O.C. MAX. RUNBOTTOM OUTLETS/DRAINSTRENCH CONT.. PROVIDE 90 (MIN.) WIDE PRE-SLOPED
200200
80
PERFORATIONS DOWN)DRAIN PIPE, TYP. (TURN 150 DIA. PERFORATED FOOTING
500 O.C.40 DIA. WEEPS AT
150 SAND MATERIAL (SW)
SEE PLANCHORD REINF.,
100
80
50400
250
30
450
50
250
30
450
1980
550580850
DETAILSPANELS, SEE TYP.PRECAST ROOF
SEISMIC HOOK EA END, TYP.ø16 HORZ. AT 300 O.C. W/
300
STIRRUP SPACINGø14 BARS TO MATCH
(START 120 FROM END)STUDS AT 300 O.C.,ø14 x 200 HEADED
(2) ø14 CONT.
STAGGERED.STUDS AT 300 O.C.,ø14 x 200 HEADED FOR ELECTRICAL CONTINUITY.
TO CHANNELS AND VERT. REINF.ø14 BAR AT 1500 O.C. WELDED
U 300 CONT.
OF EACH PANELLONG EACH ENDPL. 12x350x3000
ø20 BARS CONT., TYP.
TOP OF WALLSTOP & BOTT. TYP. AT(2) ø16 HORZ. CONT.
STIRRUPSREINFORCEMENT WITHINTYP. ENCLOSE HORIZ.ø14 STIRRUPS AT 100 O.C.,
PATTERN OF ø16 AND ø25 REBAR.FORM A 150x150 SQUARE MESHSTAGGER REBAR LAYERS TONOTE:
ø25 VERT. AT 300 O.C., TYP.
HIGH STRENGTH, NON-SHRINKGROUT SHALL BE 35 MPaSTEEL CONDUIT (0.63mm).80 DIAMETER GALV. CORRUGATED
ALTERNATE HOOK DIRECTION.ø25 DOWELS AT 300 O.C.
HEADED STUDSWELDED TO REINF. AND ø14 BAR AT 1500 O.C. BRAZED OR
ø16 DOWELS AT 300 O.C.
AT 300 O .C.ø20 HORZ. CONT.
300 O.C. TOP AND BOTT.ø16 TRANSVERSE BARS AT
TOP AND BOTT.ø16 CONT. AT 300 O.C.
AND REINF.WELDED TO WWF ø14 BAR AT 1500 O.C.
HIGH STRENGTH, NON-SHRINKGROUT SHALL BE 35 MPaSTEEL CONDUIT (0.63mm).80 DIAMETER GALV. CORRUGATED
ALTERNATE HOOK DIRECTION.ø25 DOWELS AT 300 O.C.
OR WELDED TO REINF.ø14 BAR AT 1500 O.C. BRAZED
1380
(SEE NOTE 6 ON S102)FOR ELECTRICAL CONTINUITY.WELDED TO PL. AND REINF.ø14 BAR AT 1500 O.C. TACK
SLOPE FILLSLOPE FILL
40
TYP.40
BUIL
DIN
G S
EC
TIO
N
10
S-302
JM
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1 2m
A
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5 4 3 2 1
D
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5 4 3 2 1
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number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
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OR
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Scale:
Date:
Project Engineer/
Arc
hitect: Jeff C
oulsto
n
BO
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YP
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N V
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MO
DU
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AG
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STANDARD DESIGN
AU
GU
ST 2
018
SECTIONAS302S101
S102S201
SCALE: 1:20
100
30
(TYP.)
WET CLAY SHALL NOT BE USED.SOILS ONLY. SOLID OR REASONABLY COHESIVE
FOR LOCATIONS TO ROOF PLANDETAIL F/S501. REFERDEPTH GAUGE, SEE
STIRRUPSREINFORCEMENT WITHINTYP. ENCLOSE HORIZ.ø14 STIRRUPS AT 100 O.C.,
LARGER THAN 150 IN ANY DIMENSIONSTONES HEAVIER THAN 5 KG OREARTH FILL SHALL CONTAIN NO NOTE:
360
260
TOP OF WALLSTOP & BOTT. TYP. AT(2) ø16 HORZ. CONT.
VA
RIE
S
1200
400
300
500
750
300
300 400
300
SEE PLANTOPPING SLAB,100 THICK CONC.
15
155
(EM
BE
DM
EN
T)
FR
OM 7
5 T
O 1
00
VA
RIE
S
TYP.40
300
40 T
O 6
0
VA
RIE
S F
RO
M
300
450
L150x150x15 x 8130 LONG
150 SAND MATERIAL (SW)
1
SEE PLANSLAB-ON-GRADE
PRECAST WALL PANELS
(TYP.)
GRAVEL MATERIAL (GW)
SEE TYP. DETAILSPRECAST ROOF PANEL,
SEE TYP. DETAILSPRECAST ROOF PANELS,
ON S701ELEVATIONS DOOR, SEE
CONT. SEALANT
ELASTOMERIC MEMBRANE
TYP. EA. EMBED
2 MIN.
FILTER FABRIC
WITH FILTER FABRIC, TYP.WRAP END OF WEEPS
OR WELDED TO REINF.ø14 BAR AT 1500 O.C. BRAZED
FOR ELECTRICAL CONTINUITY.TO CHANNELS AND VERT. REINF. ø14 BAR AT 1500 O.C. WELDED
300 O.C.ø16 STIRRUPS AT LAP 100 MIN.
0.6.mm GALV. COUNTERFLASHING
7 150
AT 300 O.C.ø16 DOWELS x 2450 LONG
(4470 A
T SID
ES A
ND 4
445 A
T C
EN
TE
R)
NON-SHRINK GROUT35 MPa HIGH STRENGTH
ø25 VERT. AT 300 O.C., TYP.
AT 300 O .C.ø20 HORZ. CONT.
300 O.C. TOP AND BOTT.ø16 TRANSVERSE BARS AT
(TURN PERFORATIONS DOWN)FOOTING DRAIN PIPE, TYP. 150 DIA. PERFORATED
500 O.C.40 DIA. WEEPS AT
7
7
10
SEISMIC HOOK EACH END, TYP.ø16 HORZ. AT 300 O.C. W/
ø16 DOWELS AT 300 O.C.
PATTERN OF ø16 AND ø25 REBAR.FORM A 150x150 SQUARE MESHSTAGGER REBAR LAYERS TONOTE:
ALTERNATE HOOK DIRECTION.ø25 DOWELS AT 300 O.C.
(14) ø16 HORZ. CONT. AS SHOWN
300 O.C.ø16 DOWELS AT
SHEET S-503CANOPY, SEEEXTENTS OF
SEE PLAN FOR REINF.CONCRETE TOPPING SLAB,
OR WELDED TO REINF.ø14 BAR AT 1500 O.C. BRAZED
SEE DETAIL 3/S303
SHEET S-505BRACKET, SEE RAIL SUPPORT
75x75 (MIN.) CANT STRIP CONT.
STAGGERED SPACINGSTUDS AT 300 O.C.,ø16 x 200 HEADED
STAGGERED SPACINGHD STUDS AT 300 O.C.U 400 W/ ø16 x 200
START 130 FROM ENDSTUDS AT 300 O.C., ø14 x 200 HEADED
PL. 12 x 240 CONT.
U 300 CONT.
1.5mm WATERPROOFING MEMBRANE
STAGGEREDSTUDS AT 300 O.C., ø14 x 200 HEADED
AT ROOF AND WALLSMEMBRANE (1.5mm), TYP. WATERPROOFING
HIGH STRENGTH, NON-SHRINKGROUT SHALL BE 35 MPa STEEL CONDUIT (0.63mm).80 DIAMETER GALV. CORRUGATED
TOP AND BOTT.ø16 BARS CONT. AT 12" O.C.AS SHOWN
(15) ø16 BARS CONT
AS SHOWN(2) ø16 BARS CONT
300 O.C.ø14 BARS AT
VA
RIE
S F
RO
M W/ F
LO
OR S
LO
PE
610 M
IN.
1980
540590850
ROOF AND WALLSMEMBRANE, TYP. ATWATERPROOFING
SLOPE DN.
675
350
1380
SHEET S-504TRENCH COVER, SEE
AT 300 O.C.200 HEADED STUDS L200 x 200 x 16 W/ ø14 x
(SEE NOTE 6 ON S102)FOR ELECTRICAL CONTINUITY.TO ANGLE AND HORIZ. REINF. ø14 BAR AT 1500 O.C. TACK WELDED
ELECTRICAL CONTINUITY.STIRRUPS FORBENT PL. AND TO TACK WELDED TOø14 BAR AT 1500 O.C.
ELECTRICAL CONTINUITYREINF. AND PLATE FOR OR TACK WELDED TO BRACKET EMBED BRAZED ø14 BAR AT AT EACH
11
S-303
JM
U
JM
U
RS
W
AS S
HO
WN
SE
CTIO
NS/D
ET
AIL
S
A
B
C
D
5 4 3 2 1
D
A
B
C
D
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
5 4 3 2 1
Dra
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Desig
ned b
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Checked b
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number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
Dra
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25
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U. S.
AR
MY C
OR
PS O
F E
NGIN
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RS
Scale:
Date:
Project Engineer/
Arc
hitect: Jeff C
oulsto
n
BO
X-T
YP
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UR
OP
EA
N V
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N
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TO
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AG
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STANDARD DESIGN
AU
GU
ST 2
018
SEE PLAN FOR SPACINGL100x75x10 LG.
NON -SHRINK GROUTPROVIDE HIGH -STRENGTH
ON S702ELEVATIONS DOOR, SEE
FOR REINFORCINGSEE SECTION A/S303RETAINING WALL,
STEM WALL, SEE SECTION A/S301CONC. FOUNDATION
FOOTING AT DOOREXTENTS OF
SIDEWALLPRECAST CONC.
SECTIONS101 S303
S303
DETAIL
S303
DETAIL
S201
S303
DETAIL2
A
S102
S302S202S102
SECTIONS101 S303
B
FOR REINFORCINGSEE SECTION A/S303RETAINING WALL FOOTING,
FOR REINFORCINGFOOTING, SEE SECTION A/S301FOUNDATION STEM WALL
WALL FOOTING.REQ'D AT RETAININGTHICKEN FOOTING AS
FOOTING IF PLACED AT THE SAME ELEVATION.MONOLITHICALLY WITH SIDE WALLPROJECT SITE. FOOTING MAY BE PLACEDFOOTING WILL VARY DEPENDING ON FOOTING DEPTH OF RETAINING WALLNOTE:
SCALE: 1:20 SCALE: 1:20
SCALE: 1:20
SCALE: 1:20
SCALE: 1:20
1
3
S201
S101
15 GAP
RETAINING WALL SCHED.
FINISHED GRADE
CLASS "C" FINISH
CLASS "D" FINISH
SEE SECTIONSFOUNDATION STEM WALL,
SEE SECTONS FOR REINF.PRECAST WALL PANELS,
WALLS & ROOF.MEMBRANE, TYP ATWATERPROOFING
SEE TYP. DETAILSPRECAST ROOF PANELS,
PANELSPRECAST ROOF
SEE SCHED.BOTT. REINF. "D" ,
SEE SCHED.VERTICAL REINF. "B",
VERT. REINF.DOWELS TO MATCH
DOWELS "A", SEE SCHED. 2H/3
DRAINAGE ROCK, TYP.FILTER FABRIC AROUND
BEFORE BACKFILLING BEHIND WALL. BACKFILLED AND COMPACTED 1. FRONT SIDE OF WALL MUST BE
NOTES:
SEE SECTION A/S303.CONCRETE WALL, CAST-IN-PLACE
AND SECTIONSFOOTING, SEE PLANRETAINING WALL
TO PLATECHANNEL
80 M
IN.
400
STD, HOOK. SEE SCHED.TOP REINF. "C" W/ 90 DEG
7
650 650
130
7
820
SEE ELEV. A/S20150 DIA. PVC WEEPS
20 CHAMFERø16 HORZ. AT 300 O.C.
TOPPING SLABCONCRETE
DOOR TRENCH
300 MIN. AT BASEWASHED DRAINAGE FILL,
SPACINGLG. SEE PLAN FOR L100x75x10 x 200
AT 300 O.C.CONDUIT (0.63mm)CORRUGATED STEEL80 DIAMETER GALV.
AT WALLS & ROOF.MEMBRANE (1.5mm), TYPWATERPROOFING
TOP AND BOTTOMø12 BARS AT 280 O.C.
300 O.C.ø16 VERT. AT
AT 300 O.C., STAGGERED.ø14 x 200 HEADED STUDS
FOR ELECTRICAL CONTINUITY.TO CHANNELS AND REINF. (EA. FACE)ø14 BAR AT 1500 O.C. WELDED
U 300 CONT.
STUDS AT 300 O.C.W/ 16 DIA. x 200 HEADEDPL. 12 x 200 x 4600 LG.
TO ANGLEø14 BAR
AT EACH EMBEDPL. 10x100x160
AT EACH EMBEDPL. 10x100x160
OF ROOF PANEL.PLACE 40 FROM TOPø14 WELDABLE REBAR TYP.,
HEADED STUDS AT 300 O.C.U 400 W/ 16 DIA. x 200
300 O.C.ø16 BARS x 1000 LONG AT
160
610
STEM REINF.
RW-1
RW-2
RW-3
TYPEWALL
"A"DOWELS
"D"BOTTOM
"C"TOP
"B"VERTICAL
7
ø25 AT 150
ø20 AT 200
ø16 AT 300
ø20 AT 150 ø25 AT 150
ø20 AT 200
ø16 AT 300 ø16 AT 300
ø20 AT 200
ø16 AT 280
ø16 AT 280
ø16 AT 300
FOOTING REINF.
SE
E P
LA
N
HEIG
HT (
H)
VA
RIE
S, S
EE E
LE
V.
A/S
201
400
VARIES 1760 TO 3500 (SEE PLAN)
800
TY
PIC
AL D
ET
AIL
S
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Description
Revisio
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of Engineers
Huntsville Center
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80
AS501
S501
TYPICAL VENT DETAIL D
VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPEPROVIDE ELECTRICAL CONTINUITY BY WELDINGNOTE:
PLATE DETAILVENTILATOR FLAME
SECTION Y-Y
SCALE: 1:20
SCALE: 1:20
SCALE: 1:20
STIRRUP TYPE "2"STIRRUP TYPE "1" STIRRUP TYPE "3"SCALE: 1:20 SCALE: 1:20 SCALE: 1:20
WITH JOINT FILLER1/4 SLAB THICKNESS. FILLSAWCUT JOINT 6 WIDE x
TO REINF.BRAZED OR WELDEDø14 BAR AT 1500 O.C.
TO PREVENT BOND WITH CONCRETE.ASPHALT PAINT AND OILED ALL AROUNDPAINT ONE SIDE OF DOWEL WITH JOINT PLACED AT MID-DEPTH OF SLAB.AT 300 O.C. CENTERED ON CONTROLø20 x 450 SMOOTH DOWELS
70 250
70
300 M
IN.
170
230
200
80 200
130
150
230
170
3070
PANELS SEE SECTIONSPRECAST WALL
SEALANT
METAL FLASHING
EARTH FILL LINE
TYP.
FABRICATED PLATE FLANGESMAY BE SUBSTITUTED FORCLASS 150 FORGED FLANGESNOTE:
SCREENCAP W/ INSECTGALVANIZED DUCT
FLAME PLATE PIPE FLANGE
7
GALVANIZED STEEL PIPE300 SCH. 20 (MIN.)
AT OPEN END OF PIPEWATER BARRIER MATERIAL1/2 CUBIC METER CAPILLARY
450 50
130
TYP. AT WALLS & ROOFMEMBRANE (1.5mm)WATERPROOFING
SEE CROSS SECTIONø14 STIRRUPS,
(NO SPLICE ALLOWED)ø20 BAR CONT., TYP.
(NO SPLICE ALLOWED)ø28 BARS CONT., TYP.
(10 SPACES AT 255 O.C.) (10 SPACES AT 255 O.C.)(3 SPACES AT 340 O.C.) (3 SPACES AT 340 O.C.)
450
230 270
60 60
400
100220 2550 1020 370 1020 2550 220100
8270
A ON THIS SHEET.(2) RUBBER GASKETS, SEE DETAIL 8 x 480 DIA. STEEL FLANGE PAIR W/
MOP IN WITH HOT ASPHALT2 LAYERS OF STRIP IN FELTS
STUDS AT EQ SPACING(4) 14 DIA. x 150 HEADED
SCREWS(4) M6 SELF-TAPPING
GR
AD
E
AB
OV
E
ø37 HOLES AT 40 O.C.
DIA. BOLT CIRCLE (TYP.)M22 S.S. BOLTS ON 435 (12) ø25 HOLES FOR
STEEL PLATE (TYP.)8 THICK x 480 DIAMETER
135 DEGREE HOOK
160
130
300
100
30 RADIUS, TYP. 300
160
115
115
160
115
300
30 RADIUS, TYP.
30 RADIUS, TYP.
ø14 STIRRUPS
ø14 STIRRUPS
ø14 STIRRUPS
360
S501
CSLAB CONTROL JOINT DETAIL
KEYED CONTROL JOINT
SAWED CONTROL JOINT
USE EITHER AT CONTRACTOR'S OPTION
SAWCUT JOINTS AS EARLY AS ALLOWED
HAND- TOOL AREAS INACCESSIBLE BY SAW
12
S501
SLAB-ON-GRADE DETAIL B
PREPARATION AND EARTHWORK RECOMMENDATIONS.REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADENOTES:
SPLICE LENGTHS
S501
EPRECAST ROOF PANEL DETAIL
CROSS SECTION
LENGTHSDEVELOPMENT
FS501
DEPTH GAUGE DETAIL
SCALE: 1:20 SCALE: 1:20
SCALE: 1:20
SCALE: 1:20
SCALE: 1:20
IN THE OTHER DIRECTION, FROM BOTTOM PLATE TO ø14 REINFORCEMENTAT 1500 INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE DIRECTION. PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANEL BY BONDINGNOTES:
87
DEVELOPMENT LENGTH OF THE LARGER BARSOF THE LAP SPLICE DIMENSION OF THE SMALLER BAR OR THEWHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LARGER
WHERE EPOXY COATING IS USED.CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT
CONCRETE CAST BELOW THE REINF.TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 300 ON
90
270 80
B
ck
A
650
770
TOP BARS
500
A B
600
1250
700
790610
540
1250 950
380
460
OTHER BARS
600
1050
900
500
1610
790
700
1550 1200 15502010
TYP.
SIZEBAR
NO.
1750 2250 1350 1750
TYP.
500
600
TOP BARS
380
460
950
540
610
OTHER BARS
790
700
1250
12001550
1750
ID
50
TYP.
50
90
190
1350
FOR SPACING(LLV), SEE PLANL100x75x10 x 200 LG.
x 8160 LG. (TYP.)L100x75x10 LLH
SEE PLAN FOR SPACINGL100x75x10 x 200 LG. (LLV)
ø10ø12ø14ø16ø20ø25ø28
(f = 30 MPa)C30/37 (f = 30 MPa)ckC30/37
SEE PLANSLAB REINF.,
AT JOINTREINF. DISCONT.
AT JOINTREINF. DISCONT.
SEE PLANSLAB REINF.,
FINISH FL.
VAPOR BARRIER
AS APPROVEDSUB-GRADE MATERIAL
TYP.TYP.
(3 EQ. SP.)
TYP.
(2 EQ. SP.)
TY
P.
TY
P.
STIRRUP TYPE "1"STIRRUP TYPE "2"
Y
Y
REMOVABLE CAP
ROOF PANELTOP OF PRECAST
SEE PLANSLAB REINF.,BARRIER
100 CAPILLARY WATER
WITH JOINT FILLER1/4 SLAB THICKNESS. FILLSAWCUT JOINT 6 WIDE x
250
110
460
ORANGEPAINT PIPE BRIGHTTO FIBERGLASS PLATE. 75 DIA. PVC PIPE BONDED
FIBERGLASS PLATE350x350x10
AT EA. EMBED100x160x10 PL.
STIRRUP TYPE "3"
(START 200 FROM END)STUDS AT 300 O.C. 14 DIA. x 100 LG. HEADED
OR WELDED TO REINF.ø14 BAR AT 1500 O.C. BRAZED
TO PREVENT BOND WITH CONCRETE.ASPHALT PAINT AND OILED ALL AROUNDPAINT ONE SIDE OF DOWEL WITH JOINT PLACED AT MID-DEPTH OF SLAB.AT 300 O.C. CENTERED ON CONTROLø20 x 450 SMOOTH DOWELS
STIRRUP SPACINGø14 HORZ. REINF. AT
ø20 BAR CONT., TYP.
AS SHOWN, TYP.(4) ø28 BARS CONT.
310
80 150150
IN FIE
LD
T
BD
CROSSING PATTERNEACH DIRECTION TO FORM A OF PIPE ON CENTERLINE 12 DIA. ROD WELDED INSIDE
USE GRADE B500C ONLY.REINFORCING IN ROOF PANELS:
TOP OF CONCRETEINDICATE HEIGHT ABOVEIN 25 INCREMENTS TO MARK AND LABEL PIPE
(SEE NOTE 6 ON S102)ANGLE FOR ELECTRICAL CONTINUITYTACK WELDED TO HORIZ. REINF. AND ø14 BAR AT 1500 O.C. MAX, EACH SIDE.
13
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1 2 3 4 5m
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Revisio
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of Engineers
Huntsville Center
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AU
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4510
NOTE:
BONDING REQUIREMENTSFOR REINFORCING STEELSEE ELECTRICAL DRAWINGS
6095
TUBE SPACING
4510
8220
ø25 DOWELS ø25 DOWELS
150
TUBE SPACING
1380
BONDING REQUIREMENTSFOR REINFORCING STEELSEE ELECTRICAL DRAWINGS
NOTE:
150AT 300 OC150
150AT 300 OC 80 DIA. GROUT
80 DIA. GROUT
SEE TYP. DETAILSVENT ASSEMBLY,
SEE TYP. DETAILSVENT ASSEMBLY,
STUDS AT 300 OCW/ (2)-14 DIA. x 200 HEADED U 300 CONT. (3 SIDES)
STUDS AT 300 OCW/ (2)-14 DIA. x 200 HEADED U 300 CONT. (3 SIDES)
ø16 AT 300 OC HORIZ EA FACE, STAGGEREDø25 AT 300 OC VERT EA FACE, STAGGEREDTYP. PANEL REINFORCING:
ø16 AT 300 OC HORIZ EA FACE, STAGGEREDø25 AT 300 OC VERT EA FACE, STAGGEREDTYP. PANEL REINFORCING:
1380
BS502A
S502SCALE: 1:50
SCALE: 1:50SIDE WALL PANEL ELEVATION
BACK WALL PANEL ELEVATION
S101 S502
2SCALE: 1:10
S101 S502
1SCALE: 1:10
PANEL DETAIL
TYPICAL PANEL-TO-
(AT CORNER) DETAIL
TYPICAL PANEL-TO-PANEL
STAGGERED.x 200 HEADED STUDS AT 300 O.C., U 300 CONT. W/ 14 DIA.
U 300 CONT.
SEE SECTONS FOR REINF.PRECAST WALL PANELS,
(1.5mm)WATERPROOFING MEMBRANE
(1.5mm), TYP AT WALLS & ROOF.WATERPROOFING MEMBRANE
CONTINUITY.(EA. FACE) FOR ELECTRICAL TO CHANNELS AND REINF. ø14 BAR AT 1500 O.C. WELDED
SEE SECTONS FOR REINF.PRECAST WALL PANELS,
STAGGERED.STUDS AT 300 O.C., 14 DIA. x 200 HEADED
AT 300 O.C.CONDUIT (0.63mm)CORRUGATED STEEL80 DIAMETER GALV.
10
10
10
INTERIOR SIDE
EXTERIOR SIDE
W/ SEISMIC HOOKSTERMINATE HORIZ. REINF.
W/ SEISMIC HOOKSTERMINATE HORIZ. REINF.
14
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1 2m
1m
0.5 1.5
0.25 0.750.5
A
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Description
Revisio
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Huntsville Center
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1000
NOTES:
& C DOOR RAILC.G. DOOR
L
1
~
S503S503
(SEE SHEET S505 FOR DETAILS)RAIL SUPPORT BRACKET,
S503
FACE OF WALL
3S503
S503S503
1S503S503
2C
OPENING ELEV.MATCH DOOR
7
12 PLATE
7
125
L/2
L/2
"L"
PER DOOR MANUF.RAIL BEAM ELEV.
3. FOR SUPPORT BRACKET DETAILS, SEE DWG S-505. ANGLES WITH TWO ø16 HIGH-STRENGTH BOLTS (TYP).2. ALL PURLINS AND GIRTS TO BE U 100 AND FASTENED TO BRACKET SPACING SHOWN ON SHEET S-505 U.N.O. SUPPORT ANGLE FRAME SPACING SHALL MATCH RAIL SUPPORT 1. CANOPY SUPPORT ANGLES TO BE L130x130x12 U.N.O.. CANOPY
1
POINTWORKING
POINTWORKING
1000
150
150
1212
ELEV. & DOOR MANUF.VERIFY W/ RAIL BEAM6100 A.F.F.
ASECTIONSCALE: 1:20
BSECTIONSCALE: 1:20 S503S503
SCALE: 1:5
1S503
SIDINGMETAL
CLOSURENEOPRENE
5
U 100
TO CHANNEL)SHIM (WELD
121
150
ROOFINGMETAL
CLOSURENEOPRENE
SCALE: 1:5
2S503
U 100
EMBEDMENTSTYP FOR ALLPL 12x250x250
200
SCALE: 1:5
3S503
200x12 PL CONT
DETAIL DETAIL DETAIL
50
150
50
50 AT 300
FLASHINGEAVE
ROOFINGMETAL
7
77
7
77
L130x130x12L130x130x12, TYP
AT 150 OC, TYPHEADED STUDS(2) 16 DIA. x150 LG
AT 300 O.C.HEADED STUD14 DIA x 200 LONG
WELD 6 ALL EDGESPL AT 300 O.C.50x25x12 GUSSET
DOOR IF NEEDEDCORNERS FORL50x50x6 CONT GRIND
METAL PARAPET CAP
121
CSECTIONSCALE: 1:10 S503
25
TYP
U 100
OF SIDINGINSIDE FACE
CL
L130x130x12
(SUPPORT FRAME)L130x130x12
(SUPPORT FRAME)ADD'L L130x130x12
(SUPPORT FRAME)ADD'L L130x130x12
FLASHINGGABLE
135
50
(BACK OF L130x130x12)SUPPORT FRAME
(TYP) 5
TYP7
15
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SCALE 1:5SCALE 1:2.5
0.5m0.25m 0.1 0.2 0.3 0.40.05 0.10 0.15 0.20
A
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Date
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Description
Revisio
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No.
US Army Corps
of Engineers
Huntsville Center
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AU
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SCALE: 1:50
TRENCH COVER LAYOUT PLAN
POSITIONDOOR IN CLOSED
DETAIL 1/S504
SECTION C
32
w/ 13 PIN(OD=30, ID=14)CIRCULAR TUBE
30x82 BAR CONT
15x25 BAR
SCALE: 1:2.5
SECTIONSCALE: 1:2.5
D
S504
S504
PL 1
5P
L 1
5
15x25 BAR
w/ 13 PIN(OD=30, ID=14)CIRCULAR TUBE
FOR 13 PINPROVIDE 16 HOLES25 LINK PL
L200x200x16
L200x200x16
38168010
200
52510
38168010
200
52510
30
SECTIONSCALE: 1:5
BSECTIONSCALE: 1:5
LINK
L
C STIFFENERL
SEE PLANB/ TRENCH
2
1 (TYP)
S504
S504
BS504S504
AS504S504
DS504S504 S504S504
C
3
95
760
(TYP)3 CL
25 LINK (TYP)
300
1313
200
L200x200x16
EL 0.0T/15 CHECKERED PL
WEATHERSTRIPNEOPRENE
(6 REQ'D)15 STIFF PL
AND PINS SHALL BE GALVANIZED.2. TRENCH COVER PLATES AND ATTACHMENTS INCLUDING HINGES1. TRENCH COVER PLATES SHALL HAVE A MINIMUM fy = 250 MPaNOTES:
A
T/CHECKERED PL
TYP
1SCALE: 1:5 S504
TRENCH COVER PARTIAL PLAN
105100100150100100105
200
(MIN.) T
O 2
80 (M
AX)
V
ARIE
S F
RO
M 2
00
AT 300 OC, (TYP)14 DIA. x 200 LGWELDING STUDS
L200x200x16
ø16 BAR
BARø16 BENT
16 STIFFENER PL.
2514014014014014025
75
50
160
160
125
16
100
101401040
65
700
380
C ø16 BAR
15
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SCALE 1:5SCALE 1:2.5
0.5m0.25m 0.1 0.2 0.3 0.40.05 0.10 0.15 0.20
RAIL S
UP
PO
RT B
RA
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ET D
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S
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5 4 3 2 1
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Sheet reference
Date
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Description
Revisio
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No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
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AU
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018
SCALE: 1:50
DOOR ELEVATION VIEW
EXTENTS OF FRONT WALL
CENTERLINE OF MAGAZINE
SEE DETAILS ON THIS SHEETRAIL SUPPORT BRACKET,
TROLLEY
DOOR OPERATOR
AS505S505
NOT SHOWN FOR CLARITYCANOPY SUPPORT FRAMING
FINISH FLOOR
TYP.STOPS AT EACH END, ADJUSTABLE TROLLEY
SLIDING DOOR
~
~
EDGE OF DOOR 100 PAST DOOR OPENING.ADJUST TROLLEY STOP TO STOP LEADING MINOR ADJUST OF DOOR OPERATION. TO 13 EITHER DIRECTION TO ALLOW FOR TROLLEY STOPS SHALL BE ADJUSTABLE UP NOTE:
1200
TYP.
595
ENVIRONMENTAL CONDITIONS SUCH AS EXPOSURE TO CORROSIVE ENVIRONMENTS.DESIGNED/RATED FOR OUTDOOR USE TAKING INTO CONSIDERATION SITE SPECIFIC
7. COMPLETE DOOR OPERATOR SYSTEM (MOTOR, DRIVE GEARS, CHAIN, ETC.) SHALL BE
6. LIMIT SWITCH SHALL STOP DOOR AT END OF TRAVEL (OPEN AND CLOSED POSITIONS)
CAPACITY.5. MOTOR SHALL OPERATE NORMALLY AT NO MORE THAN 75 PERCENT OF RATED
MANUFACTURER'S RECOMMENDATIONS.SPEED OF DOOR SHALL NOT EXCEED DOOR OPERATOR AND DOOR
4. DOOR OPERATOR SHALL MOVE DOOR AT A SPEED OF 4 TO 5.5 M//MIN. MAXIMUM
THE OPERATOR.3. A MEANS OF MANUAL OPERATION SHALL BE MADE AVAILABLE IF POWER IS LOST TO
TO ENSURE THAT THE OPERATOR AND DOOR ARE COMPATIBLE.2. DOOR OPERATOR MANUFACTURER SHALL COORDINATE WITH DOOR MANUFACTURER
TROLLEY, MANUAL.DETERMINE THE PREFERRED MEANS OF DOOR OPERATION, I.E., CHAIN DRIVE, REPRESENTATION ONLY. DESIGN ENGINEER SHALL COORDINATE WITH USER TO
1. DOOR OPERATOR FOR OPENING AND CLOSING THE DOOR IS SHOWN FOR
DOOR OPERATOR NOTES:
FINAL RAIL BEAM LENGTH TBD BY DOOR MANUFACTURER
IPN 400
BY DOOR MANUFACTURERRAIL BEAM (IPN 400) TO BE VERIFIED LOCATION AND FINAL SIZING OF NOTE:
750
400
50
300
50
7515015075
450
50
150
150
50
400
130
7
7
STIFFENER PL12 FITTED
WALLFACE RETAINING
SEE DETAIL 1/S505EMBED PLATE,
RAIL BEAM ELEVATION
SHOWN FOR CLARITYCONCRETE WALL NOT
HEM 300
HEM 300
STUDSWELDED HEADED (4) ø24 x 300 LG
PLATE25 THICK EMBED
STRENGTH BOLTS, TYP(4) M20[10.9] HIGH
(SEE NOTE 1)IPN 400
950
15
S505S505
C
CORNERS TO CHANNELTACK WELD ATPLATE 12 x 200 x 200,
12 STIFFENER PL
300
VE
RIF
Y W/
DO
OR M
AN
F.
BY DOOR MANUFACTURERLOCATION AND FINAL SIZING OF RAIL BEAM TO BE VERIFIED NOTE 1:
1SCALE: 1:10
CSECTIONSCALE: 1:10
ASECTIONSCALE: 1:10 S505
S505
S505
DETAIL
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AS201SCALE: 1:20 S701
DOOR FRAMING ELEVATION "OUTSIDE VIEW"
TYP.
CORNERS, TYP.MITER CHANNELS AT
TYPICAL
2
S702S701
U 200
VERTICAL STIFFENERS, TYP.SHS200x200x12.5
14
1
S702S701
SIM.
7820
600510 510
4900
2. SEE DOOR LOCKING DEVICES ON SHEET S704 FOR ADDITIONAL REQUIREMENTS.
1. SEE DOOR PLATE ELEVATIONS ON SHEET S703 FOR ATTACHMENT TO FRAMING.NOTE:
S702
1S701
S702
4S701
GRADES SHALL BE PERMITTED.MATERIAL SUBSTITUTION OF OTHER DOOR CONSTRUCTION. NO SHALL BE GRADE S355 FOR THE ALL STEEL SHAPES OR PLATES
18
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1m0.50.25 0.75
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SHALL BE PERMITTED.SUBSTITUTION OF OTHER GRADES CONSTRUCTION. NO MATERIAL SHALL BE GRADE S355 FOR THE DOOR ALL STEEL SHAPES OR PLATES
2 DETAIL
13
25
1 DETAIL
4 DETAIL3 DETAIL
5 COVER PLATE SPLICE DETAILS703 S702
S703 S702 S702S701
S701 S702 S701 S702
POINTSHOLES AT 1/3 13 DIA. WEEP
TO TUBEINT. PLATE
100
80
DETAILS702
6
160
TY
P.
OUTSIDE
INSIDE
SCALE: 1: 10 SCALE: 1: 10
SCALE: 1: 10SCALE: 1: 10
SCALE: 1: 10SCALE: 1: 10
TYP.
S703
DETAILS702
7SCALE: 1: 10S703
6
13
PLATE15 THICK
PLATE15 THICK
PLATE15 THICK
PLATE15 THICK
U 200
U 200
SHS200x200x12.5
PLATE15 THICK
PLATE15 THICK
U 200
PLATE15 THICK EXTERIOR
PLATE15 THICK INTERIOR
12 RADIUS
SHS200x200x12.5
10
10
10
13
EDGE OF DOOR FRAMEPLATEEDGE OF DOOR
TO TUBEINT. PLATE
OUTSIDE
INSIDE
PLATE15 THICK
15 THICK PLATE
SHS200x200x12.5
15 THICK PLATE
15 THICK PLATE
6
AT INTERIOR PLATETYP. AT VERT. SEAMS
AT EXTERIOR PLATETYP. AT VERT. SEAMS
8 DETAILS703 S702 SCALE: 1: 10
INSIDETO TUBEINT. PLATE
PLATE15 THICK
OUTSIDE
15 THICK PLATE
SHS200x200x12.5
90° CW.NOTE: AT SIM. CONDITION ROTATE
DETAIL 6 ON THIS SHEETFILLET WELD. SEE INTERIOR PLATE FOR SLOTTED HOLES IN
DETAIL 6 ON THIS SHEETFILLET WELD. SEE INTERIOR PLATE FOR SLOTTED HOLES IN
14
14
14
TYP.
14
16
14
14
14
30
16
16
19
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S703SCALE: 1:25
DOOR PLATE ELEVATION "INSIDE VIEW" BS703
S703SCALE: 1:25
AS703
DOOR PLATE ELEVATION "OUTSIDE VIEW"
7S702S703
TO TUBE, TYP.INT. PLATE
CHANNELPLATE TO
10
CHANNELPLATE TO
10
13
5S703S702
3S703S702
1794 x 4862 x 15 PL. 1794 x 4862 x 15 PL. 1794 x 4862 x 15 PL. 1794 x 4862 x 15 PL. 594 x 4862 x 15 PL.
582 x 4925 x 15 PL.
AND SIDESTYP. AT TOP
EXT. SEAMTYP. AT
6S702S703
8S703S702
25
25
13
INT. SEAMTYP. AT
50
TOP OF CHANNELEXTEND PLATE BEYOND
(TYP. 3 PLACES)1770 x 4925 x 15 PL.
1782 x 4925 x 15 PL.
EDGE OF DOOR FRAME
14
PERMITTED.OF OTHER GRADES SHALL BE NO MATERIAL SUBSTITUTION THE DOOR CONSTRUCTION. SHALL BE GRADE S355 FOR ALL STEEL SHAPES OR PLATES
20
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HIG
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S704
AHIGH SECURITY HASP
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.REDUNDANT SHEETS FROM THE CONSTRUCTIONLOCKING SYSTEM REQUIRED AND REMOVE THEWITH THE CONTRACTING OFFICER THE CORRECT LOCKING SYSTEMS. THE DESIGNER SHALL VERIFYS704 (A) (ILD) IDENTIFY TWO DIFFERENTSHEET S704 (HIGH SECURITY HASPS) AND
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGNDESIGNER NOTE: TO BE REMOVED WHEN PREPARING
4. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701 - S703.
ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE HIGH SECURITY HASPS.
ATTACHMENT DETAILS OF THE HASPS AND PROVIDE THE NECESSARY STIFFENERS AND
3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ON INSTALLATION AND
U.S. ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).
DRAWINGS IS PERMITTED TO ACCOMMODATE THE HIGH SECURITY HASP UNLESS APPROVED BY THE
2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD
SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-43607J.
STYLE 2-HASP (M29181-02) FOR LEFT HAND SWINGING DOOR. HIGH SECURITY PADLOCKS
1. HIGH SECURITY HASPS SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-29181C,
HIGH SECURITY HASP NOTES:
STYLE 2, MK 2 MOD 9
SCALE: 1:10
0.25 0.5 0.75 1.0m
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ELEVATION VIEW
300
300
20
DOOR WIDTH
FL
OO
R1220 m
m A
BO
VE
25
I 240
PLAN VIEW
DOOR WIDTH
235
OPENINGCLEAR DOOR
100
TYP.
TYP.
12012030
1S701S704
HASPS DETAILHIGH SECURITY
AROUNDWELD TO DOOR ALL SHIM PLATE IF NEEDED,
SEE NOTES ON THIS SHEETHIGH SECURITY HASPS,
ON THIS SHEETHASPS, SEE NOTESHIGH SECURITY
AROUNDTO DOOR ALL NEEDED, WELDSHIM PLATE IF
SCALE: 1:10
30
300 300x300x20 PL.
6" VERTICALLY)PER ROW. ROWS SPACEDSTUDS (2 ROWS OF 3 STUDS(6) 22 DIA. x 300 LG. HEADED
300 x 300 x 20 PL.
SLIDING DOOR
7
122 x 280 x 12 PLATE
7
10 THICK PL.
100
20
125
25
ON THREE SIDES7mm FILLET WELD WELDED TO I240 W/ 120 x 280 x 15 PLATE
I 240
7
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EVIC
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https://portal.navfac.navy.mil/portal/page/portal/navfac/navfac_ww_pp/navfac_nfesc_pp/locks/)
5. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS S701-S703.
IN THESE DRAWINGS.
4. SEE ILD MANUFACTURERS INSTALLATION DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN
ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE ILD.
ATTACHMENT DETAILS OF THE ILD AND PROVIDE THE NECESSARY STIFFENERS AND
3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT ON INSTALLATION AND
ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).
DRAWINGS ARE PERMITTED TO ACCOMMODATE THE ILD UNLESS APPROVED BY THE U.S. ARMY
2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD
FOR ORDERING INFORMATION.
OR THEIR WEBSITE (
ENGINEERING DIVISION. CONTACT CAN BE MADE VIA PHONE BY CALLING 805-982-1212
COORDINATION OF NAVAL FACILITIES ENGINEERING SERVICE CENTER (NAVFAC ESC) SECURITY
THE ILD SYSTEM SHALL BE PURCHASED FROM A GOVERNMENT APPROVED ILD MANUFACTURER WITH
1. INTERNAL LOCKING DEVICE IS A U.S. GOVERNMENT DESIGNED AND PATENTED LOCKING SYSTEM.
INTERNAL LOCKING DEVICE (ILD) NOTES:
S704
AINTERNAL LOCKING DEVICE (ILD)
SEE MANF. DRAWINGSILD, SEE SYSTEM,
FOR ILD LOCKRECEIVER PLATE
CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.REDUNDANT SHEETS FROM THE CONSTRUCTIONLOCKING SYSTEM REQUIRED AND REMOVE THEWITH THE CONTRACTING OFFICER THE CORRECT LOCKING SYSTEMS. THE DESIGNER SHALL VERIFYS704(A) (ILD) IDENTIFY TWO DIFFERENTSHEET S704 (HIGH SECURITY HASPS) AND
CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGNDESIGNER NOTE: TO BE REMOVED WHEN PREPARING
SCALE 1:10
1m0.25 0.5 0.75
21
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SLIDING DOOR
DOOR WIDTH
OPENINGCLEAR DOOR
1S701S704
ILD DETAIL
SEE MANF. DRAWINGSILD, SEE SYSTEM,
FOR MOUNTING INFORMATIONINSTALLATION DRAWINGSREFER TO ILD MANF.
FOR ILD LOCKRECEIVER PLATE
100
ALL AROUNDWELD TO EMBED PL. SHIM PLATE IF NEEDED,
SCALE: 1:10
30 120 120 30
300
150 VERTICALLY)PER ROW. ROWS SPACEDSTUDS (2 ROWS OF 3 STUDS(6) 22 DIA. x 300 LG. HEADED
100
300 x 300 x 20 PL
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HEADWALL (TYP OF 5)TO TOP EDGE OF AIR TERMINAL, MOUNT (QUANTITY VARIES)
STRUCTURES EDGE (TYP)AIR TERMINAL ALONG
(TYP)MAIN CONDUCTOR 70MM² BARE COPPER
VENTILATORBONDED TO AIR TERMINAL
CONDUCTOR (TYP)70MM² BARE COPPER DOWN
3
(IF REQ'D)POWER PANEL
2
1
6
EXAMPLE ONLY)SHOWN FOR MOUND (VARIES - EDGE OF EARTH
4
KEYED NOTES
N.T.S.
EXOTHERMIC BOND (TYP).
DETAIL B, DWG E-102.
THE TEST WELL SHALL BE BOLTED-TYPE CONNECTIONS. SEE
GROUND TEST WELL WITH GROUND ROD. ALL BONDS WITHIN
CONDUCTOR SIZED PER NEC IN PVC CONDUIT.
WHEN POWER IS REQUIRED, PROVIDE GROUNDING ELECTRODE
DWG E-102.
DISTANCES NOT TO EXCEED 18 M). SEE DETAIL C,
IT PASSES THROUGH CONCRETE (TYP EACH CORNER AND
WITH 120MM² BCC. INSTALL CABLE IN PLASTIC CONDUIT WHERE
BOND FOUNDATION REBAR TO GROUNDING SYSTEM
EDGE OF EARTH MOUND.
CONTACT WITH EARTH, 762MM MIN. BELOW GRADE AND 1M FROM
SYSTEM ENCIRCLING STRUCTURE’S PERIMETER. INSTALL IN DIRECT 120MM² BARE COPPER CONDUCTOR (BCC) GROUNDING
SYSTEM (SEE S-302). DOOR NOT SHOWN FOR CLARITY.
DOOR TO THE RAIL BEAM, WHICH IS ELECTRICALLY BONDED TO THE GROUNDING
NFPA 780 OR EQUIVALENT. BONDING SHALL ELECTRICALLY CONNECT THE SLIDING
OF COMPATABLE MATERIAL AND MEET SURFACE AND THICKNESS REQUIREMENTS OF
780 CLASS I BONDING CONDUCTOR. BONDING PLATE ATTACHED TO DOOR SHALL BE
AND REMAIN IN TENSION WHEN EXTENDED. CABLE MUST BE EQUIVALENT TO NFPA
PERMITS FULL RANGE DOOR OPERATION. BONDING CABLE SHALL BE STAINLESS STEEL
BOND SLIDING DOOR USING A CABLE TYPE SYSTEM OR SPRING LOADED REEL THAT
N.T.S.
SHOWN FOR CLARITY.NOTE: STRUCTURE NOT
4
3
2
1
5
6
6
6
E-101
CORROSION AS SPECIFIED IN UL 96.
3. THE LPS SHALL BE MADE OF MATERIALS ACCEPTABLY PROTECTED AGAINST
PROTECTED OBJECT.
4. MINIMUM AIR TERMINAL HEIGHT IS AS SHOWN IN METERS, ABOVE THE
NOTES: (APPLICABLE TO DRAWINGS E-101, E-102, E-103, E-104)
A UL MASTER LABEL CERTIFICATE OR EQUIVALENT.
FUNCTIONAL DESIGN. THE COMPLETED LPS INSTALLATION SHALL RECEIVE
AND CONSULT THE BELOW LISTED CRITERIA TO ENSURE A COMPLETE AND
DESIGNER SHALL ADAPT THE STANDARDS TO UNIQUE SITE CONDITIONS,
THESE DRAWINGS DO NOT CONSTITUTE A COMPLETE LPS DESIGN.
SYSTEM (LPS) DESIGN APPLICABLE TO EARTH COVERED MAGAZINES (ECM).
ENGINEERS (USACE) STANDARD GUIDANCE FOR LIGHTNING PROTECTION
DRAWINGS E-101, E-102, E-103, AND E-104 ARE US ARMY CORPS OF 1.
E-104 FOR TYPICAL RSM ANALYSIS
(RSM) ANALYSIS OF 30.5M RADIUS. SEE DRAWINGS E-103 AND
MUST BE DOCUMENTED USING THE ROLLING SPHERE METHOD
30.5M RADIUS STRIKING DISTANCE. THE ZONE OF PROTECTION
2. THE LPS MUST PROVIDE A ZONE OF PROTECTION BASED ON A
VENTILATORATTACH TO
3
2
3
(IF REQ'D)PANELPOWER
14
ROD (TYP)GROUND
HEADWALL (TYP FOR 5)AIR TERMINAL ON
(QUANTITY VARIES)AIR TERMINAL (TYP)
(TYP)MAIN CONDUCTOR 70 MM² BARE COPPER
22
LIG
HT
NIN
G P
RO
TE
CTIO
N S
YS
TE
MW
LS
WJC
JR
D
E101E101
AAND GROUNDING PLANTYPICAL LIGHTNING PROTECTION
BELOW CRITERIA, THE MOST STRINGENT REQUIREMENT SHALL APPLY.
13. WHERE CONFLICTS EXISTS BETWEEN THESE DRAWINGS AND THE
12. GROUNDING AND BONDING CABLES MUST BE COPPER.
PRIMARY GROUND BONDING IS MANDATORY.
PHOTO DOCUMENTATION OF THE REINFORCING STEEL BONDING AND
DOOR FRAMES SHALL BE BONDED TO THE PRIMARY GROUNDING SYSTEM.
OVERLAP IS 20x DIAMETER (20D). METAL VENTILATORS, STEEL DOORS AND
CONTINUOUS PATH TO THE PRIMARY GROUNDING SYSTEM. MINIMUM REBAR
MUST ALL BE INTERCONNECTED THRU BONDING, AND MUST HAVE A
REINFORCING STEEL IN WALLS, FLOOR SLAB, AND ARCH OR BOX STRUCTURE 5.
SYSTEM AT THE POINT OF ENTRY.
IN METALLIC PIPING THAT IS BONDED TO THE PRIMARY GROUNDING
FROM FACILITY. CABLES AND WIRE MUST BE SHIELDED OR BE INSTALLED
INCOMING POWER AND COMM. MUST ENTER THE GROUND AT LEAST 15.5M 6.
HAZARDOUS CLASSIFICATION, WHEN REQ'D.
TO SITE CONDITIONS AND USER REQUIREMENTS. USER SHALL DEFINE
7. INTERIOR ELECTRICAL SYSTEMS SHALL BE DESIGNED BY USER ACCORDING
f. NFPA 70 NATIONAL ELECTRICAL CODE (NEC)
e. UL 96 STANDARD FOR LIGHTNING PROTECTION COMPONENTS
SYSTEMS
d. UL 96A INSTALLATION REQUIREMENTS FOR LIGHTNING PROTECTION
SYSTEMS
c. NFPA 780 STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION
b. DA PAM 385-64 AMMUNITION AND EXPLOSIVES SAFETY STANDARDS
a. DOD 6055.09 - M, VOL.2 - AMMUNITION AND EXPLOSIVES SAFETY STANDARDS
14. CRITERIA:
E101E101
ISOMETRIC VIEW OF LPSCONNECTIONS.
TERMINATIONS, EXCEPT IN TEST WELLS WHICH REQUIRE BOLTED
11. EXOTHERMIC WELD ALL GROUNDING CONDUCTOR BONDS AND
INSTRUMENTATION PER NFPA 780.
8. PROVIDE SURGE PROTECTIVE DEVICES (SPD) FOR POWER, COMM, AND
MOVED OUTSIDE THE SIDEFLASH SEPARATION DISTANCE.
WITHIN THE SIDEFLASH DISTANCE SHALL BE BONDED TO THE LPS, OR BE
9. CONSIDER ALL MASSES FOR SIDEFLASH POTENTIAL. METAL MASSES
10. THE LPS SHALL BE TESTED PER THE BELOW LISTED CRITERIA.
B
GROUNDING PLATE
(TYP)
SUPPORT BASE
AIR TERMINAL
AE102E102
BE102E102
TYPICAL ECM GROUNDING SECTION
N.T.S.
EXOTHERMIC WELD TYP
NOTE 3
PER END)
#2/0 AWG (TYP 2
DOWN CONDUCTOR
REINFORCING STEEL(TYP)
SUPPORT
STRAP
CABLE CONNECTOR
NOTE 3
GROUND ROD
(TYP-QTY VARIES)
EARTH COVER
609.4MM ABOVE
AIR TERMINAL
HEADWALL (TYP)
609.4MM ABOVE
AIR TERMINAL 70MM² AWG
MAIN CONDUCTOR
VENTILATOR TOP
ABOVE
AIR TERMINAL 609.4MM
609.4MM AWG
DOWN CONDUCTOR
CONDUCTOR 120MM²
GROUND RING (LOOP)
CORNER)
(TYP EACH
CONDUCTOR
120MM² COPPER
120MM² BARE COPPER
(AS REQUIRED)
BOLTED CONNECTIONS
FINISHED GRADE
GROUND WELL
WELL DETAIL
GROUND ROD TEST
N.T.S.
GROUND ROD
17.3MM DIA.x 3.0M LONG (MIN.)
CE102E102
FOR CONTINUITY
TO GROUND PLATE AND REBAR
70MM² BARE COPPER BONDED
(MIN. 2)
WELD CONNECTIONS
THIS SHEET
SEE DETAIL C
CONNECTION
WELDED
300
MM
762
MM
CABLE
120MM² BARE COPPER
GROUND RINGCABLE
120MM² BARE COPPER
GROUND RING
NOTE: REBAR AND CABLE WELDS SHALL BE >32MM
A
B
C
D
5 4 3 2 1
D
A
B
C
D
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
5 4 3 2 1
Dra
wn b
y:
Desig
ned b
y:
Checked b
y:
number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
Dra
win
g c
ode:
*** SAFETY FIRST ***
25
HU
NTS
VIL
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Scale:
Date:
Project Engineer/
Arc
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AU
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E-102
LIG
HT
NIN
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PR
OT
EC
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N
SY
ST
EM
TOP OF EARTH COVER.
TO SECURE AIR TERMINAL BASE. PLACE BLOCK AT
3. PROVIDE SOLID CONCRETE BLOCK ON WHICH
NOTES:
AS SHOWN.
NEAREST GROUNDING ELECTRODE SYSTEM SIMILARLY
HAVE AN AIR TERMINAL ATOP AND BONDED TO
GRADE WITHIN MUNITIONS STORAGE SHALL
METALLIC BODIES WHICH RISE ABOVE FINISHED
FOR CLARITY. ANY VENTILATORS OR OTHER
1. ALL VENTILATORS MAY NOT BE SHOWN
UNLESS OTHERWISE NOTED.
2. CONDUCTORS SHALL BE MINIMUM 70MM² AWG
STRUCTURAL PANELS.
ELECTRICAL CONTINUITY BETWEEN
BONDING DETAILS, THAT ESTABLISH
4. SEE STRUCTURAL DRAWINGS FOR REBAR
23
JR
D
WJC
WLS
SCALE: N.T.S.
TYPICAL REBAR BONDING
ENTRY
SLEEVE AT FOUNDATION
NONMETALLIC PROTECTIVE
PROVIDE 2 PER PANEL, ALL AROUND.
EXOTHERMIC CONNECTIONS TO REBAR.
GROUND PLATE AND
COVER
EARTHEN
STRUCTURE
BEYONDEARTH COVER
TERMINAL (TYP)609.4MM AIR 90929092
BEYONDPRECAST STRUCTURE
30.5
M
R
TERMINAL (TYP)690.4MM AIR
EARTH COVER
STRUCTURETOP OF
8024
30.5
MR
A
B
C
D
5 4 3 2 1
D
A
B
C
D
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
5 4 3 2 1
Dra
wn b
y:
Desig
ned b
y:
Checked b
y:
number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
Dra
win
g c
ode:
*** SAFETY FIRST ***
25
HU
NTS
VIL
LE,
AL
AB
AM
A
SU
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OR
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EN
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EN
GIN
EE
RIN
G A
ND
U. S.
AR
MY C
OR
PS O
F E
NGIN
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Scale:
Date:
Project Engineer/
Arc
hitect: Jeff C
oulsto
n
BO
X-T
YP
E, E
UR
OP
EA
N V
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N
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DU
LA
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TO
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AG
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STANDARD DESIGN
AU
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ST 2
018
LIG
HT
NIN
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PR
OT
EC
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N
SY
ST
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E-10324
JR
D
WJC
WLS
AE103E103N.T.S
BE103E103N.T.S
ROLLING SPHERE ANALYSISTYPICAL FRONT HEADWALL DETAIL WITH
ROLLING SPHERE ANALYSISTYPICAL CROSS-SECTION DETAIL WITH
A
B
C
D
5 4 3 2 1
D
A
B
C
D
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
5 4 3 2 1
Dra
wn b
y:
Desig
ned b
y:
Checked b
y:
number:
Sheet reference
Date
Appr.
Description
Revisio
ns
No.
US Army Corps
of Engineers
Huntsville Center
Sheet of
Date:
Dra
win
g c
ode:
*** SAFETY FIRST ***
25
HU
NTS
VIL
LE,
AL
AB
AM
A
SU
PP
OR
T C
EN
TE
R,
EN
GIN
EE
RIN
G A
ND
U. S.
AR
MY C
OR
PS O
F E
NGIN
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RS
Scale:
Date:
Project Engineer/
Arc
hitect: Jeff C
oulsto
n
BO
X-T
YP
E, E
UR
OP
EA
N V
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N
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DU
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AU
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LIG
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NIN
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PR
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E-10425
JR
D
WJC
WLS
AE104E104N.T.S
TYPICAL RSM ANALYSIS DIAGRAM
EARTH COVER
TOP OF STRUCTURE
30.5
M
R
LENGTH VARIES
TERMINAL (TYP)690.4MM AIR
4
4
4
2
4
6+
1
1
1
9
VE
NT S
TA
CK
ON/N
EA
R R
EA
R
HE
AD
WA
LL
QU
AN
TIT
Y
TE
RMIN
AL
MINIM
UM AIR
7
AL
ON
G E
DG
E
SP
AC
ED
11+
12 METERS OR LESS
LESS THAN 24 MMORE THAN 12 M,
24M OR MORE
ECM LENGTHNOMINAL
FOR EARTH COVERED MAGAZINESTYPICAL AIR TERMINAL PLACEMENT
NOTES:
CLARITY. 2. GROUNDING CONNECTIONS NOT SHOWN FOR
GROUND SIMILARLY AS SHOWN. HAVE AN AIR TERMINAL ATOP AND BONDED TO GRADE WITHIN MUNITIONS STORAGE SHALL METALLIC BODIES WHICH RISE ABOVE FINISHED FOR CLARITY. ANY VENTILATORS OR OTHER 1. ALL VENTILATORS MAY NOT BE SHOWN
NOTE: 609.4MM AIR TERMINALS UNLESS OTHERWISE NOTED.