US Army Corps

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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

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

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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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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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

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EN

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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

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Description

Revisio

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No.

US Army Corps

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Huntsville Center

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AS302S102

AS301S102

ROOF FRAMING PLAN

S202S102

S201S102

BS201S102

A

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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

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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

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US Army Corps

of Engineers

Huntsville Center

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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

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2400240024002500

11600 11600

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WEEPS50 DIA. PVC

WEEPS50 DIA. PVC

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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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Description

Revisio

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US Army Corps

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Huntsville Center

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AS202S101

WALL ELEVATION

(TYP. SIDE WALL PANEL LENGTH)

PA

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AS301S202

(WA

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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

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S-301

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Description

Revisio

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No.

US Army Corps

of Engineers

Huntsville Center

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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

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Description

Revisio

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No.

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of Engineers

Huntsville Center

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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

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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

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

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Dra

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number:

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Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

Dra

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Scale:

Date:

Project Engineer/

Arc

hitect: Jeff C

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AU

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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

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V.

A/S

201

400

VARIES 1760 TO 3500 (SEE PLAN)

800

TY

PIC

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Date

Appr.

Description

Revisio

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US Army Corps

of Engineers

Huntsville Center

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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

A

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5 4 3 2 1

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Date

Appr.

Description

Revisio

ns

No.

US Army Corps

of Engineers

Huntsville Center

Sheet of

Date:

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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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SCALE 1:20

SCALE 1:10

1 2m

1m

0.5 1.5

0.25 0.750.5

A

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5 4 3 2 1

D

A

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Description

Revisio

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No.

US Army Corps

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Huntsville Center

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AU

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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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S-504

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

B

C

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5 4 3 2 1

D

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C

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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

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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

16

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S-505

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

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S

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C

D

5 4 3 2 1

D

A

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Sheet reference

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Description

Revisio

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No.

US Army Corps

of Engineers

Huntsville Center

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Date:

Dra

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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

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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

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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

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OUTSIDE

INSIDE

SCALE: 1: 10 SCALE: 1: 10

SCALE: 1: 10SCALE: 1: 10

SCALE: 1: 10SCALE: 1: 10

TYP.

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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

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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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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

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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

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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

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*** SUPPORT VALUE ENGINEERING - IT PAYS ***

5 4 3 2 1

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Sheet reference

Date

Appr.

Description

Revisio

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No.

US Army Corps

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Huntsville Center

Sheet of

Date:

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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

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WJC

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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

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D

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D

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B

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5 4 3 2 1

Dra

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number:

Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

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Huntsville Center

Sheet of

Date:

Dra

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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

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Sheet reference

Date

Appr.

Description

Revisio

ns

No.

US Army Corps

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Huntsville Center

Sheet of

Date:

Dra

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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.