05_MAGAZINES.pdf

5.4 BOLTED CONNECTIONS SHALL CONFORM TO RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING

ASTM A325 OR A490 BOLTS". ALL BOLTS SHALL BE 3/4" DIAMETER UNLESS OTHERWISE NOTED.

5.5 WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". MINIMUM

SIZE FILLET WELDS SHALL BE 3/16" UNLESS OTHERWISE NOTED AND ELECTRODES SHALL BE E70xx.

WELDERS SHALL BE QUALIFIED IN ACCORDANCE WITH AWS.

5.6 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED, UON.

MEMBERS NOT REQUIRED FOR CORROSION PROTECTION SHALL RECEIVE ONE COAT OF STANDARD

PRIMER PAINT. DO NOT PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED

SHEAR STUDS. PROVIDE 3" MINIMUM CONCRETE COVER FOR ALL STEEL BELOW GRADE AND PAINT

WITH 2 COATS OF COAL TAR EPOXY. EPOXY SHALL MEET THE REQUIREMENTS OF PAINT

SPECIFICATION SSPC-PAINT 16.

6.0 LIGHTNING PROTECTION SYSTEM (LPS)

6.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, WALLS/ARCH, LOUVERS, VENTILATOR, DOOR AND DOOR FRAME, ETC., SHALL BE MADE ELECTRICALLY CONTINUOUS BY BONDING

PER NFPA 780 APPROVED METHOD(S) AT 5 LINEAR FEET INTERVALS. ELECTRICAL CONTINUITY SHALL

BE PROVIDED ACROSS FLOOR EXPANSION AND ISOLATION JOINTS TO ARCH/WALL REINFORCEMENT

AND SHALL BE PROVIDED DURING CONSTRUCTION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION REGARDING LPS.

STRUCTURAL DESIGNATION (7-BAR) NOTES:

1. ANY DEVIATION FROM THE STANDARD APPROVED DESIGN DRAWINGS FOR THE CONCRETE

HEADWALL, STEEL DOOR, PRECAST ARCH ELEMENTS OR THEIR SUPPORTS WITHOUT WRITTEN

APPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE SAFETY BOARD (DDESB)

MAY REQUIRE THE MAGAZINE TO BE CONSIDERED AN UNDEFINED MAGAZINE AND MAY

SEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.

2. IF CONSTRUCTED PER THESE DRAWINGS, FACILITY MEETS BLAST-RESISTANT DESIGN

CRITERIA FOR A 7-BAR STRUCTURAL DESIGNATION PER DESR 6055.09, EDITION 1. THIS

DESIGNATION IN NO WAY IMPLIES VALIDATION OF THE DESIGN AGAINST OTHER LOAD CASES.

4.0 CONCRETE

4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING, HANDLING, PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS:

ACI 301---------------"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"

ACI 315---------------"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"

ACI 318---------------"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS, U.O.N.

ALL CONCRETE SHALL CONFORM TO ASTM C94.

4.3 REINFORCING BARS SHALL BE DEFORMED TYPE CONFORMING TO ASTM A615 GRADE 60 U.O.N.

4.4 WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. MINIMUM LAP AND EMBEDMENT TO BE THE

GREATER OF ONE CROSS WIRE SPACING PLUS 2" OR 6", WHICHEVER IS GREATER.

4.5 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF STANDARD

PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED IN ANY MANNER U.O.N. IN

CONSTRUCTION DOCUMENTS.

4.6 REINFORCING SPLICES SHALL BE CONFORM WITH ACI 318 CLASS "B" TENSION LAP SPLICES, U.O.N. NO SPLICES

ARE PERMITTED IN THE PILASTERS AND DOOR HEADER. SPLICES IN THE 12" HEADWALL, IF NECESSARY, SHALL

BE STAGGERED ON OPPOSITE FACES AND SPLICES OF ADJACENT PARALLEL BARS WITHIN THE SAME LAYER

SHALL BE STAGGERED. STAGGER 12" HEADWALL SPLICES BY THE SPLICE LENGTH INDICATED IN THE DRAWINGS.

4.7 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST-IN-PLACE CONSTRUCTION U.O.N.:

CONCRETE CAST AGAINST EARTH:......................................3 INCHES

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 BAR AND LARGER.............................................2 INCHES

NO. 5 BAR AND SMALLER.....................................1 1/2 INCHES

CONCRETE NOT EXPOSED TO WEATHER:

SLABS, WALLS, JOISTS...............................................1 INCHES

BEAMS AND COLUMNS.........................................1 1/2 INCHES

SLAB ON GRADE.......................................MID-DEPTH OF SLAB

4.8 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE HORIZONTAL

REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE LEG LENGTH EQUIVALENT

TO CLASS "A" TENSION LAP SPLICE U.O.N.

4.9 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH SIZE AND SPACING OF VERTICAL

REINFORCING AT ALL PEDESTALS, WALLS, AND COLUMNS.

4.10 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS (POURED TO THEIR FULL DEPTHS IN

ONE OPERATION). ANY STOP IN CONCRETE WORK SHALL BE BULKHEAD AND KEYED, U.O.N.

4.11 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE

MATERIAL. BARS WITH WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.

4.12 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT DISCONTINUOUS

THROUGH ALL CONTROL JOINTS, U.O.N..

4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE PREPARATION

FOR SLAB ON GRADE WORK.

4.14 NO WELDING OF REINFORCEMENT PERMITTED IN THE 12" HEADWALL, PILASTERS, AND DOOR HEADER.

5.0 STRUCTURAL STEEL

5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL CONFORM TO

A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."

5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:

W SHAPES...........................................................................ASTM A992

S SHAPES............................................................................ASTM A36

STEEL CHANNELS, ANGLES, PLATES AND BARS: ........ASTM A36

RECTANGULAR, SQUARE, AND ROUND HSS..................ASTM A500, GRADE B

STEEL PIPE (HSS)...............................................................ASTM A53, GRADE B

5.3 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:

THREADED RODS..............................ASTM A36

HEADED STUDS.................................ASTM A108, GRADES 1015 TO 1020 (60 KSI TENSILE STRENGTH)

1.0 DESIGN CRITERIA:

A. BUILDING CODES AND SPECIFICATIONS:

1. INTERNATIONAL BUILDING CODE 2015 (IBC) AS MODIFIED BY UFC 1-200-01

2. AMERICAN CONCRETE INSTITUTE (ACI 318)

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION

4. AMERICAN WELDING SOCIETY, A.W.S.

2.0 GENERAL

2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

CONSTRUCTION/FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER

OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT

IN-PLACE DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING

CONSTRUCTION LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE DESIGN LOADS

NOTED ABOVE.

2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS,

PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION,

HOWEVER ERECTION OF THE PRECAST ARCH SEGMENTS SHALL BEGIN AT ONE FRONT OF

THE MAGAZINE (BEHIND THE HEADWALL) AND PROCEED TOWARD THE REAR. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN THE

STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.

2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED

TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED.

2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE VENDOR/MANF.

SHOP DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS, SLEEVES, INSERTS,

DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO

THE ATTENTION OF THE CONTRACTING OFFICER.

2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTION) FOR ACTUAL FINISHED FLOOR

ELEVATIONS (F.F.E.) FOR ALL BUILDINGS. ELEVATIONS SHOWN IN STRUCTURAL DOCUMENTS

WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 100'-0", U.O.N.

2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR

GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF DISCREPANCIES AND OBTAIN DIRECTION

PRIOR TO PROCEEDING.

2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL

WORK, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE

REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH

THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH.

3.0 FOUNDATIONS

3.1 SEE CIVIL DRAWINGS AND SPECIFICATIONS FOR EARTHWORK PREPARATION OF

FOUNDATIONS INCLUDING THE REMOVAL OF ORGANIC MATERIALS, COMPACTING SOILS

BENEATH STRUCTURES, BACK FILL REQUIREMENTS FOR OVER EXCAVATION AND

REMOVAL OF UNSUITABLE MATERIALS.

3.2 MAXIMUM ASSUMED NET SOIL BEARING PRESSURE USED FOR DESIGN: 3000 PSF.

3.3 ASSUMED UNIT WEIGHT OF SOIL USED FOR DESIGN: 120 PCF

3.4 ALL FOUNDATION BEARING SURFACES SHALL BE REVIEWED BY THE GEOTECHNICAL

ENGINEER PRIOR TO PLACING CONCRETE TO ENSURE THEIR COMPLIANCE WITH THE

PRESSURES NOTE ABOVE.

3.5 ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH LEAN CONCRETE.

3.6 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS

SUBJECTED TO WATER.

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SCALE:

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FOUNDATION PLAN

C J

C.J.

CONTROL JOINT (C.J.)

SEE TYP. DETAILS

C.J.

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TYP.

TYP.

TYP.

6" DIA. PERFORATED FOOTING DRAIN

ELEVATIONS AND SLOPES SHALL BE

COORDINATED WITH CIVIL.

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EDGE OF ARCH FOOTING

DOOR OPENING

DOOR, SEE

ELEVATION

ON 3S-701

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REINFORCED EARTH WING WALLREINFORCED EARTH WING WALL

PRECAST TECHSPAN ELEMENTS,

REFER TO REINFORCED EARTH

DRAWINGS

8"

1. SLAB-ON-GRADE: 6" CONCRETE ON 6" CAPILLARY WATER BARRIER AND VAPOR BARRIER,

REINFORCED WITH #4 AT 12" O.C. EACH WAY SUPPORTED 1 1/2" FROM TOP OF SLAB UNO.

2. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 18'-0" O.C. (MAX.). CONTROL JOINTS

SHALL BE COMPLETED AS SOON AS POSSIBLE.

3. NOT USED.

4. ALL METAL PARTS, TO INCLUDE REINFORCEMENT, LOUVERS, VENTILATOR, DOOR FRAME, ETC., SHALL BE MADE ELECTRICALLY CONTINUOUS BY NFPA 780 APPROVED BONDING METHOD(S).

ELECTRICAL CONTINUITY SHALL BE PROVIDED ACROSS FLOOR CONSTRUCTION JOINTS AND

ACROSS FLOOR ISOLATION JOINTS TO ARCH REINFORCEMENT AT 5 LINEAR FEET INTERVALS.

SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LPS.

5. PROVIDE NONFROST-SUSCEPTIBLE MATERIAL UNDER HEADWALL FOOTING, TO FULL DEPTH OF

FROST PENETRATION, OR LOWER BOTTOM OF FOOTING TO FROST PENETRATION DEPTH.

6. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT

WITH EARTH FILL AFTER SHELTER IS ERECTED.

7. FINISH FLOOR ELEVATION (TOP OF SLAB) IS 100'-0" AT HEADWALL U.O.N. SEE CIVIL DRAWINGS

FOR ACTUAL MSL DATUM.

T

Y P

CONTINUOUS CONCRETE

THRUST BLOCK

32'-0" HEADWALL

VARIES W/ ARCH

8"

T

Y P

3S-304

A

3S-301

3S-304

3S-304

B

3S-201

A

3S-201

B

3S-303

A

3S-303

A

3S-302

FOUNDATION DRAIN,

REFER TO CIVIL

#3 BAR @ 5'-0" O.C.,

SEE A/3S-301

MAGAZINE LENGTH FFE

1313A

1313B

1313C

1313D

1313E

50'-0"

50'-0"

50'-0"

50'-0"

40'-0"

825.00

824.00

825.00

825.00

828.00

SCHEDULE OF MAGAZINE LENGTH

FFE, SEE

SCHEDULE

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12'8'4'02'4'

GRAPHIC SCALE:

"=1'-0"

SCALE:

"=1'-0"

WALL ELEVATION

DOOR OPENING

VENT ASSEMBLY

SEE TYP. DETAILS

9"

LOUVER

SEE TYP.

DETAILS

TRACK SUPPORTS

SEE DETAILS ON

SHEETS 3S-701 -

3S-703

10'-0"

TYP. AT

PILASTER

FINISH FLOOR

ELEVATION

AT HEADWALL

WATERPROOF ENTIRE

SURFACE OF EXTERIOR

WALLS AND ROOF

32'-0"

33'-4

"33'-4

EXTENTS OF FRONT WALL

ELEVATION BEYOND

(VERIFY W/ REINFORCED EARTH) (VERIFY W/ REINFORCED EARTH)

REINFORCED EARTH

WING WALL

FINISH FLOOR ELEVATION

/TOP OF FOUNDATION

AT HEADWALL/DOOR

REFER TO TYP. DETAILS

FOR REINFORCING

AROUND WALL OPENING

A

3S-302

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SCALE:

"=1'-0"

WALL ELEVATION

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12'8'4'02'4'

GRAPHIC SCALE:

SATISFACTORY FILL

AT 95% MAX. DENSITY

M I N

UNDISTURBED SOIL

6" CAPILLARY

WATER BARRIER

VAPOR BARRIER

30# ASPHALT

IMPREGNATED

FELT

2 MIN.

SLOPE

2 MIN.

SLOPE

DEPTH GAUGE, SEE

DETAIL G/3S-501

NOTE:

EARTH FILL OVER ARCH SHALL CONTAIN

NO STONES HEAVIER THAN 10 POUNDS OR

LARGER THAN 6" IN ANY DIMENSION.

USE COHESIVE SOILS ONLY. SOLID OR WET

CLAY SHALL NOT BE USED.

SLAB-ON-GRADE,

SEE PLAN

SECTION

SCALE: 3/4"=1'-0"

ELASTOMERIC

WATERPROFFING

MEMBRANE

CROWN BEAM, REFER

TO REINFORCED EARTH

DRAWINGS

5'-1

2'-2"

4"3/4"

PRECAST TECHSPAN

ELEMENT, SEE REINFORCED

EARTH DRAWINGS

PRECAST TECHSPAN

ELEMENT, SEE REINFORCED

EARTH DRAWINGS

C E

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HIGH-STRENGTH

GROUT

TOP OF FOOTING

V A

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5'-1

#5 BARS AT 12" O.C.

#4 BAR AT 18" O.C.

(12) #4 BARS CONT.

AS SHOWN

11"

11"

4'-9 1/2"

1'-8 3/4" 1'-10"

10"

25'-11" TOE-TO-TOE OF ARCH

13'-3

#4 BAR AT 5'-0" O.C. BRAZED

OR WELDED TO SLAB REINF.

AND FOOTING REINF.

#4 BAR AT 5'-0" O.C. BRAZED

OR WELDED TO SLAB REINF.

AND FOOTING REINF.

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SELECT GRANULAR BACKFILL,

SEE REINFORCED EARTH

DRAWINGS

10"

2'-1

6"

CONTINUOUS CONCRETE

THRUST BLOCKS

A

T

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FINISH FLOOR ELEVATION

VARIES ALONG LENGTH OF

MAGAZINE

10"

2'-1

#3 BAR AT 5'-0" O.C., SEE

PLAN FOR LOCATIONS

ENSURE #3 BAR AND LONGITUDINAL

REINF. IN FOOTING ARE BRAZED OR

WELDED TO PROVIDE ELECTRICAL

CONTINUITY TO THE GROUNDING

SYSTEM.

COMPOSITE DRAINAGE MAT ON

ELASTOMERIC WATERPROOFING

MEMBRANE ADHERED TO THE

FACE OF PRECAST ELEMENT

GRAVEL FILTER

MATERIAL

6" DIA PERFORATED

FOOTING DRAIN PIPE

(PERFORATIONS DOWN)

A

3S-101

3S-201

1'-6"

CONT. #4 BRAZED OR

WELDED TO PRECAST

ARCH REINF. AND

FOOTING REINF.

FILTER FABRIC

CONT. #4 BRAZED OR

WELDED TO PRECAST

ARCH REINF. AND

FOOTING REINF.

#5 GRADE 60

REINF. @ 12" O.C.

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4'3'2'1'06"1'

GRAPHIC SCALE:

TOP OF CONCRETE

SLAB ELEV. VARIES

VAPOR BARRIER

1'-6" 1'-0"

4'-0"

6"

M I N

DEPTH GAUGE, SEE

DETAIL G/3S-501. PROVIDE

(3) AT ARCH CENTERLINE

AS SHOWN

2 MIN.

SECTION

SCALE: 3/4"=1'-0"

4 - #3 CONT.

AS SHOWN

#6 AT 5 ½" O.C.

DOWELS

1'-2" 8" 1'-2"

#3 CONT. AT 10" O.C.

#4 BAR AT 5'-0" O.C.

WELDED TO WALL AND

SLAB REINF.

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CONSTRUCTION

JOINT, PROVIDE

2"x4" KEY

PILASTER BEYOND

#4 TIES AT 6" O.C.

(2) #4 CONT. TOP AND BOTT.

DOOR, SEE ELEVATION

ON SHEET 3S-701

3/4" CHAMFER, TYP. AT

EXPOSED CONCRETE EDGES

#5 AT 12" O.C.

6" CAPILLARY

WATER BARRIER.

EDGE OF FOOTING

AT BOLLARDS

#4 BAR AT 5'-0" O.C.

WELDED TO FOOTING

AND SLAB REINF.

(2) #5 CONT

AT FOOTING

EXTENSION

M

I N

#4 U-SHAPED TIES AT

8" O.C. (4 MIN.) AT

FOOTING EXTENSIONS

(4) #5 CONT. TOP

AND BOTTOM

#5 AT 12" O.C.

#3 AT 6" O.C.

OUTSIDE FACE

#6 AT 5½" O.C.

INSIDE FACE

#6 AT 6" O.C.

OUTSIDE FACE

(2) #10 CONT. EACH FACE

SATISFACTORY FILL

AT 95% MAX. DENSITY

#5 HORZ. AT 7" O.C. FOR 8'-0" DOOR SIZE OR

#5 HORZ. AT 8" O.C. FOR 10'-0" DOOR SIZE.

IF SPLICES ARE NECESSARY THEN PROVIDE

4'-0" LAP SPLICE

CROWN BEAM,

REFER TO REINFORCED

EARTH DRAWINGS

ELASTOMERIC

WATERPROOFING

MEMBRANE

PRECAST TECHSPAN

ELEMENT, SEE

REINFORCED

EARTH DRAWINGS

1 #4 CONT.

BAR COUPLER, SEE REINFORCED

EARTH DRAWINGS FOR SIZE AND

SPACING

BAR COUPLER, SEE REINFORCED

EARTH DRAWINGS FOR SIZE AND

SPACING

DOWELS, SEE REINFORCED

EARTH DRAWINGS

SLAB-ON-GRADE,

SEE PLAN

BOTTOM OF TECHSPAN

FOOTING BEYOND

30# ASPHALT

IMPREGNATED FELT

WRAP JOINT COVER

MEMBRANE AND FILTER

CLOTH AROUND ARCH

WRAP JOINT COVER

MEMBRANE AND FILTER

CLOTH AROUND ARCH

SELECT GRANULAR

BACKFILL, REFER TO

REINFORCED

EARTH DRAWINGS

SLOPE FLOOR 1":15'

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VARIES W/

ARCH

0'-0" F.F.E. AT

HEADWALL

#5 VERT. AT 8" O.C. ABOVE

DOOR OPENING, TYP.

COMPOSITE DRAINAGE MAT

ON WATERPROOFING

MEMBRANE ADHERED TO

EXTERIOR FACE OF

PRECAST ELEMENT

FILTER FABRIC

GRAVEL FILTER

MATERIAL

6" PERF FDN

DRAIN

A

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3S-201

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4'3'2'1'06"1'

GRAPHIC SCALE:

SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"

SECTION SECTION

2'-6"

6"3'-6"

4'-0"

2'-6"

4'-0"

SLAB-ON-GRADE,

SEE PLAN

VARIES W/

ARCH

VARIES W/

ARCH

3/4" CHAMFER, TYP.3/4" CHAMFER, TYP.

1'-0"

(4) #5 CONT. TOP

AND BOTTOM

#4 U-SHAPED TIES AT

8" O.C. (4 MIN.) AT

FOOTING EXTENSIONS

(2) #5 CONT. AT

FOOTING EXTENSION

PILASTER BEYOND

(4) #5 CONT. TOP

AND BOTTOM

EDGE OF FOOTING

AT BOLLARDS

#4 BAR AT 5'-0" O.C.

WELDED TO FOOTING

AND SLAB REINF.

#4 TIES IN SETS

OF 3 AT 6" O.C.

2x4 CONT. KEY

#4 AT 12" O.C. EACH FACE,

IF SPLICES ARE NECESSARY

THEN PROVIDE 2'-6" LAP SPLICE

TURN HOOKS OUTWARD

PRECAST TECHSPAN

ELEMENT, SEE REINFORCED

EARTH DRAWINGS

PRECAST TECHSPAN

ELEMENT, SEE REINFORCED

EARTH DRAWINGS

BAR COUPLER, SEE REINFORCED

EARTH DRAWINGS FOR SIZE AND

SPACING

BAR COUPLER, SEE REINFORCED

EARTH DRAWINGS FOR SIZE AND

SPACING

#5 AT 12" O.C.#5 AT 12" O.C.

#5 AT 12" O.C.

#5 AT 12" O.C.

SLAB-ON-GRADE,

SEE PLAN

#4 BAR AT 5'-0" O.C.

WELDED TO FOOTING

AND SLAB REINF.

100'-0" F.F.E.

AT HEADWALL

100'-0" F.F.E.

AT HEADWALL

(SEE NOTE 1)

NOTES:

1. TOP OF HEADWALL FOOTING SHALL BE MAINTAINED

AT F.F.E. FOR FULL 2'-6" WIDTH BEYOND FACE OF

HEADWALL FOR DOOR OPERATION.

#5 AT 8" O.C. EACH FACE.

IF SPLICES ARE NECESSARY

THEN PROVIDE 4'-0" LAP SPLICE

(4) #11 VERTICALS CONT.

(NO SPLICES ALLOWED).

(4) #9 VERTICALS CONT. EACH FACE

(NO SPLICES ALLOWED).

(4) #9 DOWELS, PROVIDE 7'-0" LAP SPLICE

WITH VERTICAL BARS. EXTEND DOWELS

(FOOTING DEPTH MINUS COVER) INTO FOOTING

AND TERMINATE WITH STANDARD

HOOK

(4) #11 DOWELS, PROVIDE 8'-8" LAP SPLICE

WITH VERTICAL BARS. EXTEND DOWELS

(FOOTING DEPTH MINUS COVER) INTO FOOTING

AND TERMINATE WITH STANDARD

HOOK

D

3S-303

D

3S-303

A

3S-101

3S-201

B

3S-101

3S-201

C

3S-303

C

3S-303

1'-0"

2'-6"

1'-6"

1'-0"

2'-6"

1'-6"

SECTION

D

S303

SCALE: 1 1/2"=1'-0"

S303

SECTION

C

S303

SCALE: 1 1/2"=1'-0"

S303

4 - #11 CONT. EACH FACE

(NO SPLICES ALLOWED)

4 - #11 CONT. EACH FACE

(NO SPLICES ALLOWED)

#4 TIES IN SETS

OF 3 AS SHOWN

AT 6" O.C.

#4 TIES IN SETS

OF 3 AS SHOWN

AT 6" O.C.

L6 x 3 /12 x 5/16" CONT.

w/

" DIA x6" LONG

STUDS @ 12" OC

4 - #9 CONT.

(NO SPLICES ALLOWED)

4 - #9 CONT.

(NO SPLICES ALLOWED)

#4 AT 12" O.C. EACH FACE.

IF SPLICES ARE NECESSARY

THEN PROVIDE 2'-6" LAP SPLICE

#4 AT 12" O.C. EACH FACE.

IF SPLICES ARE NECESSARY

THEN PROVIDE 2'-6" LAP SPLICE

3/4" CHAMFER,

TYP.

3/4" CHAMFER,

TYP.

TERMINATE HORZ. REINF.

WITH STANDARD HOOK

#5 AT 8" O.C. EACH FACE.

IF SPLICES ARE NECESSARY

THEN PROVIDE 4'-0" LAP SPLICE

#5 AT 8" O.C. EACH FACE.

IF SPLICES ARE NECESSARY

THEN PROVIDE 4'-0" LAP SPLICE

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2'1'06"1'

GRAPHIC SCALE: 1

"=1'-0"

4'3'2'1'06"1'

GRAPHIC SCALE:

SCALE: 1 1/2"=1'-0"

DETAIL

SCALE: 1 1/2"=1'-0"

#4 AT 12" O.C.

EACH FACE

3/4" CHAMFER, TYP.

1'-5" MIN.

SECTION

7'-10"

EXTENTS OF PILASTER

#4 TIES AT 6" O.C.

(2) #10 CONT. EACH FACE,

EXTEND THROUGH PILASTER

AND INTO WALL AS SHOWN

(2) #10 CONT. EACH FACE,

TERMINATE W/ 180 HOOK

EACH END INTO PILASTER

(2) #4 CONT. TOP

AND BOTTOM

REFER TO PILASTER

DETAILS ON SHEET 3S-303

FOR REINF. NOT SPECIFIED

NOTE:

ENSURE #10 BARS IN HEADER ARE

INSTALLED INSIDE #11 VERTICAL

REINFORCEMENT OF PILASTERS

TO AVOID INTERFERENCE OF REBAR

SEE SHEET 3S-303

FOR FRONT WALL REINF.

NOTE:

ANGLES EMBEDDED AT

PILASTER AND BEAM EDGES

NOT SHOWN FOR CLARITY

SEE SHEET 3S-302

FOR BACKWALL REINF.

HORIZONTAL WALL REINF.

AND STIRRUPS NOT

SHOWN FOR CLARITY

PRECAST TECHSPAN

ELEMENT, SEE REINFORCED

EARTH DRAWINGS

BAR COUPLER, SEE REINFORCED

EARTH DRAWINGS FOR SIZE AND

SPACING

PRECAST TECHSPAN

ELEMENT, SEE REINFORCED

EARTH DRAWINGS

BAR COUPLER, SEE REINFORCED

EARTH DRAWINGS FOR SIZE AND

SPACING

3"

1" EXP. JOINT MATERIAL

REINFORCED EARTH

WING WALL

32'-0" HEADWALL/FOOTING LENGTH

CAST-IN-PLACE

HEADWALL

HEADWALL FOOTING

PROVIDE NOTCH FOR FULL

HEIGHT OF HEADWALL TO

BOTTOM OF FOOTING

EXTENTS OF TECHSPAN

FOOTING

TERMINATE TECHSPAN FOOTING

WITH BACKSIDE OF HEADWALL

FOOTING

3S-101

SCALE: 1 1/2"=1'-0"

DETAIL

3S-101

SCALE: 1 1/2"=1'-0"

DETAIL

3S-101

A

3S-201

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2'1'06"1'

GRAPHIC SCALE: 1

SCALE: 3/4"=1'-0"

SLAB CONTROL JOINT DETAIL

KEYED CONTROL JOINT

SLAB REINF.,

SEE PLAN

SAWED CONTROL JOINT

USE EITHER AT CONTRACTOR'S OPTION

SAWCUT JOINTS AS EARLY AS ALLOWED

HAND- TOOL AREAS INACCESSIBLE BY SAW

6"

REINF. DISCONT.

AT JOINT

SAWCUT JOINT 1/4" WIDE x

1/4 SLAB THICKNESS. FILL

WITH JOINT FILLER

REINF. DISCONT.

AT JOINT

SCALE: 3/4"=1'-0"

SLAB-ON-GRADE DETAIL

NOTES:

REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE

PREPARATION AND EARTHWORK RECOMMENDATIONS.

SLAB REINF.,

SEE PLAN

FINISH FL.

VAPOR BARRIER

SUB-GRADE MATERIAL

AS APPROVED

DEVELOPMENT / LAP SPLICE LENGTH IN CONCRETE

#3

#4

#5

#6

#7

#8

BAR SIZE

#9 51

57#10

SCALE: 3/4"=1'-0"

SCALE: 3/4"=1'-0"

TYPICAL VENT DETAIL

SEALANT

METAL FLASHING

WATERPROOFING

MEMBRANE (60 MIL)

TYP. AT WALLS & ROOF

(4) 1/4" DIA.

SELF-TAPPING

SCREWS

EARTH FILL LINE

1 7/16" DIA. HOLES

AT 1 9/16" O.C.

A B

O V

E

G R

A D

E

M

I N

1'-6"

(4) 1/2" DIA. x 6"

HEADED STUDS

AT EQ SPACING

TYP.

1/4

NOTE:

PROVIDE ELECTRICAL CONTINUITY BY WELDING

VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPE

VENTILATOR FLAME

PLATE DETAIL

NOTE:

CLASS 150 FORGED FLANGES

MAY BE SUBSTITUTED FOR

FABRICATED PLATE FLANGES

1/2 CUBIC YARD CAPILLARY

WATER BARRIER MATERIAL

AT OPEN END OF PIPE

GALVANIZED DUCT

CAP W/ INSECT

SCREEN

SLAB REINF.,

SEE PLAN

3/4" DIA. x 1'-6" SMOOTH DOWELS

AT 12" O.C. CENTERED ON CONTROL

JOINT PLACED AT MID-DEPTH OF SLAB.

PAINT ONE SIDE OF DOWEL WITH

ASPHALT PAINT AND OILED ALL AROUND

TO PREVENT BOND WITH CONCRETE.

WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LARGER

OF THE LAP SPLICE DIMENSION OF THE SMALLER BAR OR THE

DEVELOPMENT LENGTH OF THE LARGER BARS

CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT

WHERE EPOXY COATING IS USED.

TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON

CONCRETE CAST BELOW THE REINF.

SAWCUT JOINT 1/4" WIDE x

1/4 SLAB THICKNESS. FILL

WITH JOINT FILLER

3/4" DIA. x 1'-6" SMOOTH DOWELS

AT 12" O.C. CENTERED ON CONTROL

JOINT PLACED AT MID-DEPTH OF SLAB.

PAINT ONE SIDE OF DOWEL WITH

ASPHALT PAINT AND OILED ALL AROUND

TO PREVENT BOND WITH CONCRETE.

1/2" DIA. ROD

WELDED INSIDE OF

PIPE ON CENTERLINE

EACH DIRECTION TO

FORM A CROSSING

PATTERN

1/4" x 19" DIA. STEEL

FLANGE PAIR W/ (2)

RUBBER GASKETS, SEE

DETAIL A ON THIS SHEET.

1/4" THICK x 19" DIA.

STEEL PLATE (TYP.)

(12) 1" DIA. HOLES FOR

7/8" DIA. S.S. BOLTS ON 17"

DIA. BOLT CIRCLE (TYP.)

FLAME PLATE PIPE FLANGE

I

D

6" CAPILLARY WATER

BARRIER

A

F

F

A

T

R E

L

L

SCALE: 3/4"=1'-0"

TYPICAL DRAIN

COVER DETAIL

GALV. GRATE

COVER

9 1/2" DIA.

BOLT CIRCLE

D I A

6" x 5" REDUCER

6" PERFORATED

DRAIN

6" GALV. PIPE (GALV.)

GALV. STEEL FLANGE,

TAPPED FOR SCREWS

(8) 1/2"-13UNC x 1 1/4" FLAT

HEAD BRASS SCREWS

REMOVABLE CAP

18"x18"x3/8"

FIBERGLASS PLATE

MARK AND LABEL PIPE

IN 1" INCREMENTS TO

INDICATE HEIGHT ABOVE

TOP OF CONCRETE

3" DIA. PVC PIPE BONDED

TO FIBERGLASS PLATE.

PAINT PIPE BRIGHT

ORANGE

T

B D

I

E

L D

SCALE: 3/4"=1'-0"

DEPTH GAUGE DETAIL

CENTERLINE

OF CONCRETE ARCH

T

Y

P

CLASS "B"

LAP SPLICE

#4 DIAG. AT

EACH CORNER

AT MID-DEPTH OF SLAB

PLACE ADD'L BARS

ON EACH SIDE EQUAL

TO STEEL AREA OF

INTERRUPTED BARS

AT EACH FACE

(MIN. OF 1 #4)

SCALE: 3/4"=1'-0"

TYPICAL REINFORCING

AROUND WALL OPENING

12" SCH. 20 (MIN.)

GALVANIZED

STEEL PIPE

INCREASED SPLICE LENGTHS ARE REQUIRED IN THE 12" THICK

HEADWALL. THESE INCREASED LAPS ARE SHOWN ON THE

DETAILS/SECTIONS AND INCLUDE A 20% INCREASE FACTOR.

NO SPLICES ARE ALLOWED IN THE PILASTERS OR DOOR

HEADER

REINFORCED EARTH

WING WALL

LOUVER OPENING

AND/OR VENTILATOR

OPENING

#4 BAR AT 5'-0" O.C.

BRAZED OR WELDED

TO REINF..

#4 BAR AT 5'-0" O.C. BRAZED

OR WELDED TO REINF..

#4 BAR BRAZED OR

WELDED TO STEEL

PIPE AND WALL REINF.

FOR ELECTRICAL CONTINUITY

6"

CONC. WALL,

SEE PLAN/

SECTIONS

G

3S-501

J

3S-501

F

3S-501

C

3S-501

B

3S-501

A

3S-501

D

3S-501

NOT

USED

DEVELOPMENT LENGTH, in.

#11 64

LAP SPLICE LENGTH, in.

TYP.

1/4

TYP.

6" WIDE x 24" HIGH

WEATHERPROOF LOUVER

WITH INSECT SCREEN AND

FUSIBLE LINK. SEE NOTE 6

ON SHEET 3S-101

14 GA. MIN. GALV.

STEEL FRAME

NOTE:

LOUVER FRAME

NOT SHOWN

PLAN VIEW

3/4" THICK PLATE,

TYP.

METAL SCREWS,

TYP.

3/4" THICK PLATE

(2) 1/2" DIA. SECURITY

RODS AT 8" O.C.,

WELDED TO ANGLE

INSECT SCREEN TOP

AND BOTTOM

16 GA. MIN. GALV.

STEEL BLADE

SASH CHAIN

FUSIBLE LINK

CAULK, TYP. ALL SIDES

1" x 2" x 1/8" x 0'-3" LG. CLIP

ANGLES AT TOP AND BOTTOM.

ATTACH TO CONCRETE W/

3/8" DIA. EXPANSION BOLTS

3"

1/2"

6"

T Y

P

ELEVATION VIEW

SCALE: 1 1/2"=1'-0"

SPRING ATTACHED

TO INSURE POSITIVE

CLOSURE

L 2 1/2" x 2 1/2" x 1/4" ANGLE

FRAME WITH 3/8" DIA. HEADED

STUDS AT 6" O.C. AROUND

ALL SIDES. MITER AND WELD

AT CORNERS

#4 BAR BRAZED OR WELDED

TO EMBED ANGLE AND WALL REINF.

AT 2 PLACES MINIMUM FOR

ELECTRICAL CONTINUITY, TYP.

EACH SIDE

CONCRETE WALL,

SEE PLAN/SECTIONS

NOTE:

PROVIDE ELECTRICAL CONTINUITY BY WELDING

VERTICAL AND HORZ. REINFORCEMENT TO LOUVER FRAME

TYPICAL LOUVER DETAILE

3S-501

T Y

P I C

A L

D

E T

A I L S

U S

A

R M

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C

O R

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I N

E E

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J U

P E

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S d w g

3S-501

W D

S D

X

W

F

O Y

B

R

E N

N E

R

D

D

I C

K E

Y

M

P

O E

A N

S I

D

RTA SUBMITTAL

P I C

A T

I N

S

E N

A L

N

R S

E Y

E X

P L O

S I V

E

O

R D

N A

N C

E

D

I S

P O

S A

L

E

O D

T E

C H

N O

L O

C

I L I T

Y

F Y

P

N

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c P

E O

D S d l p m

2'1'06"1'

GRAPHIC SCALE: 1

"=1'-0"

4'3'2'1'06"1'

GRAPHIC SCALE:

BY OPERATOR

CHAIN OPERATOR

DOOR IN OPEN POSITION

18 LB PULL-DOOR

TRAVEL CHAIN

3000 LB DOOR

TROLLEY, TYP.

L4x4x1/4 x 0'-6"

L4x4x1/4 x 0'-4" LONG TROLLEY

STOP ON BOTH SIDES OF TRACK.

ATTACH TO TROLLEY W/ 3/4" DIA.

BOLTS. LOCATE STOP TO LIMIT DOOR

TRAVEL TO OPEN POSITION SHOWN

EMERGENCY DOOR

RELEASE BRACKET

DOOR IN CLOSED POSITION

1'-2" 9'-9" 11'-3"

AS REQ'D

"7

2'-0"2'-0"

3"

10'-0" (CLEAR OPENING)

6" 4"

10'-10"

1"

IDLER

SPROCKET

EMERGENCY DOOR

RELEASE CHAIN GUIDE

AND HOLDER, SEE

DETAIL 5/3S-703

TOP OF CONCRETE

SLAB

3" DIA. x 30" PIPE FILLED

WITH CONCRETE. PROVIDE

4" PROJECTION, TYP.

ELEVATION

BOXOUT, SEE DETAIL 6/3S-702

SCALE: 1/2"=1'-0"

TRACK SUPPORT BRACKET

TYPE II, SEE DETAIL 2/3S-703.

S8 x 18.4 TROLLEY

TRACK

DOOR CHANNEL

EXTENSION, SEE

DETAIL 4/3S-703

TRACK SUPPORT BRACKET

TYPE I, SEE DETAIL 1/3S-703

DOOR HANDLE,

SEE DETAIL 3/3S-703

LOCKING DEVICE

SYSTEM, SEE DETAILS

ON SHEET 3S-704

8"

A

3S-702

C

3S-701

B

3S-701

A

3S-101

3S-102

SECTION

SCALE: 3/4"=1'-0"

3" DIA. x 30" PIPE, FILL

WITH CONCRETE.

4" PROJECTION, TYP.

1'-6"

9" 3"

6"

4"

9"

1'-6"

2"

SCALE: 3/4"=1'-0"

20 GAGE GALV. SHEET

METAL HOOD THE FULL

LENGTH OF TRACK AND

ENCLOSING ENDS

L1 1/2 "x 1 1/2" x 1/4" GALV. FRAMES AT

EACH END AND AT 6'-0" O.C. MAXIMUM

SPACING IN-BETWEEN. FASTEN TO

CONCRETE WALL WITH (3) 1/4" DIA.

EXPANSION BOLTS.

TRACK SUPPORT

BRACKET, SEE DETAIL

1/3S-703

TRACK CLAMP

BOTTOM OF HOOD

ENCLOSURE AT

EACH END

TS 6x6x1/2, TYP.

FLASHING

TOP OF CONCRETE SLAB

3/16" x 2" RUBBER

IMPREGNATED CANVAS

BELTING SIMILIAR TO HEAD

AND JAMB.

C6x13

3/16" x 2" RUBBER

IMPREGNATED CANVAS

BELTING. FASTEN TO DOOR

FRAME WITH 1/8" x 1 1/4" METAL

STRIP AND 1/4" x 3/4" SCREWS

AT 8" O.C. AT HEAD AND JAMB

1/4" DIA. EXPANSION

BOLTS AT 12" O.C.

CAULK

10'-0" CLEAR OPENING

10'-10"

AS REQ'D BY OPERATOR

SECTION

1/4" THICK PLATE

3/8" THICK

PLATE

C6x13, TYP.

L6 x 3 1/2 x 5/16" WITH

3/4" DIA. x 12" HEADED

STUDS AT 18" O.C.

L3 1/2 x 3 1/2 x 1/4" WITH

3/4" DIA. x 12" HEADED

STUDS AT 18" O.C.

NOTE:

REFER TO DETAIL 5/3S-702

FOR COVER PLATE SPLICE

INFORMATION

3/8" THICK

PLATE

1/4" THICK

PLATE

L 3 1/2" x 3 1/2" x 1/4" WITH

3/4" DIA. x 12" HEADED

STUDS AT 18" O.C.

C

L E

E

N I N

G

LOCKING DEVICE

SYSTEM, SEE DETAILS

ON SHEET 3S-704

EDGE OF FOOTING

CONCRETE WALL/PILASTER

WEATHERPROOF

ENCLOSURE

C

3S-701

3S-702

B

3S-701

3S-702

3S-702

3S-702

D O

A

M

T

A I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J U

P E

O D

S d w g

3S-701

W D

S D

X

W

F

O Y

B

R

E N

N E

R

D

D

I C

K E

Y

M

P

O E

A N

S I

D

RTA SUBMITTAL

P I C

A T

I N

S

E N

A L

N

R S

E Y

E X

P L O

S I V

E

O

R D

N A

N C

E

D

I S

P O

S A

L

E

O D

T E

C H

N O

L O

C

I L I T

Y

F Y

P

N

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c P

E O

D S d l p m

4'3'2'1'06"1'

GRAPHIC SCALE:

"=1'-0"

2' 1' 0 2' 4' 6'

GRAPHIC SCALE:

" CLR.

FACE OF CONCRETE

1 1/8" DIA. BOLT

TRACK CLAMP

S8x18.4 TRACK

3000 LB. TROLLEY

C6x13

TACK WELD

3/8" THICK PLATE

1/4" THICK PLATE

SECTION

SCALE: 1 1/2"=1'-0"

PLATE 1/2" x 6" x 8", TACK WELD AT

CORNERS TO C6x13

TRACK SUPPORT

BRACKET TYPE I,

SEE DETAIL 1/3S-703

SCALE: 1 1/2"=1'-0"

L 3 1/2" x 3 1/2" x 1/4" CONT.

W/ 3/4" DIA. x 12 HEADED STUDS

AT 18" O.C.

1/2" DIA. WEEP HOLES TOP AND

BOTTOM AT 1/3 POINTS OF THE

TS 6x6 SPAN (TYP.)

1/4" THICK PLATE

TS 6x6x1/2

NOTE:

COVER PLATES SHALL BE SPLICED ONLY

AS REQUIRED BY THE SIZE OF PLATES

AVAILABLE. LOCATION OF SPLICE(S) SHALL

BE DETERMINED BY THE CONTRACTOR AND

THE SPLICE SHALL CONFORM TO THIS DETAIL.

TS 6x6x1/2

DETAIL

TS 6x6x1/2

C6x13

3/16

3/16

3/16

C6x13

3/16

3/8" THICK

PLATE

3/8" THICK

PLATE

1/4" THICK

PLATE

1/4" THICK

PLATE

3/16

3/16

3/8" THICK

PLATE

1/4" THICK

PLATE

C6x13

3/16

1/2" DIA. WEEP

HOLES AT 1/3

POINTS

3/16

3/8" THICK

PLATE

SCALE: 1 1/2"=1'-0"

DETAIL

SCALE: 1 1/2"=1'-0"

DETAIL

SCALE: 1 1/2"=1'-0"

DETAIL

3/8" THICK

PLATE

1/4" THICK PLATE

CONT.

AT PLATE

SPLICE

1/4

TYP.

SCALE: 1 1/2"=1'-0"

COVER PLATE SPLICE DETAIL

3/8" THICK PLATE

SCALE: 1 1/2"=1'-0"

DETAIL

1'-0"

6" TO EDGE

OF DOOR

x x

1/4" THICK PLATE

C6x13

3/16

TYP.

1/4" THICK

PLATE, TYP.

"x" DIMENSION TO FIT MAGNETIC

SWITCH PURCHASED

1/8

3/16

INSIDE VIEW SIDE VIEW

NOTE:

REFER TO A/3S-702 FOR

INFORMATION NOT SHOWN

3/16" x 2" RUBBER IMPREGNATED

CANVAS BELTING AT HEAD

AND JAMB

1/4" DIA. x 1 1/4" GALV.

BOLTS, TACK WELD

TO PLATE

1/2" DIA. WEEP HOLES

TOP AND BOTTOM AT

1/3 POINTS OF THE

TS 6x6 SPAN (TYP.)

SEE NOTES 1 AND 2

NOTES:

1. AT THE CONTRACTOR'S OPTION,

PLUG WELDS OF EQUIVALENT

STRENGTH MAY BE SUBSTITUTED

FOR THE SLOT WELDS.

2. 9/16" x 2 1/2" SLOT WELD.

3 AT 5" O.C., 2 AT 7" O.C.,

2 AT 9 1/2" O.C., AND 1 AT 17"

FROM EACH EDGE OF DOOR.

START CENTERLINE OF FIRST

WELD 5" FROM EDGE OF DOOR.

A

3S-701

3S-701

3S-701

3S-701

3S-701

3S-702

3S-702

D O

T

A I L S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J U

P E

O D

S d w g

3S-702

W D

S D

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W

F

O Y

B

R

E N

N E

R

D

D

I C

K E

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M

P

O E

A N

S I

D

RTA SUBMITTAL

P I C

A T

I N

S

E N

A L

N

R S

E Y

E X

P L O

S I V

E

O

R D

N A

N C

E

D

I S

P O

S A

L

E

O D

T E

C H

N O

L O

C

I L I T

Y

F Y

P

N

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

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B

Y

D R

A W

N

B

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I S

S U

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A T

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SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

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N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c P

E O

D S d l p m

2'1'06"1'

GRAPHIC SCALE: 1

SCALE: 1 1/2"=1'-0"

DETAIL

SCALE: 1 1/2"=1'-0"

3/4" DIA.

BENT ROD

2 1/2"

1/4

TYP.

1 1/4" RAD.

8"

9"

1"

9 1/4"x9"x1/2" PL.

(2) 7/8" DIA.

ANCHOR BOLTS

1 3/16" x 1 3/4" SLOTTED HOLE

FOR 1 1/8" DIA. BOLT OR

15/16" x 1 3/4" SLOTTED HOLE

FOR 7/8" DIA. BOLT.

3/4" THICK

PLATE

1/4" THICK

PLATE

1/4

1/4

SIDE VIEW

ELEVATION VIEW

8"5/8"

5"

" 4

3/4" THICK

PLATE

1/4" THICK

PLATE, TYP.

SIDE VIEW

PLAN VIEW

1'-11 1/2" AT 10'-0" DOOR

1'-11 5/8" AT 8'-0" DOOR

3/16

1/4

1/4

HANGER CLAMP

EDGE OF DOOR

OPENING

FACE OF

CONCRETE

FACE OF

CONCRETE

3/4" x 8" x 10"

EMBED PLATE.

3/4" x 8" x 10"

EMBED PLATE.

S8x18.4 FOR 10'-0" DOOR

(S6x12.5 FOR 8'-0" DOOR)

S8x18.4 FOR 10'-0" DOOR

(S6x12.5 FOR 8'-0" DOOR)

1/4

TYP.

T Y

P

SCALE: N.T.S.

1/8" THICK

BENT PL.

3/8" DIA. HOLE,

BOTH TABS

E

Q

E

Q

3/16" RAD.

PLAN VIEW

ELEVATION VIEW

1'-10"

DOOR WIDTH

EXTEND TOP DOOR CHANNEL

2½"

3½"

L6x4x1/2 x 1'-0" LG.

L6x3 1/2x5/16

L6x4x1/2 x 10" LG.

3/8" THICK

PLATE

WT4x9

(2) 7/8" DIA. x 12" LG

BOLTS

FACE OF CONCRETE

1/4

1/4

1/4

3/16

FACE OF

PILASTER

EXTEND TOP CHANNEL

OF DOOR 1'-10"

(2) 7/8" DIA. x 12" LG

BOLTS

EDGE OF

DOOR

3/8" THICK

PLATE, TYP.

WT4x9

CHAIN GUIDE AND

HOLDER DETAIL

TYPE II TRACK SUPPORT

BRACKET DETAIL

DOOR HANDLE

DETAIL

TYPE I TRACK SUPPORT

BRACKET DETAIL

(4) 3/4" x 10"

HEADED STUDS

(4) 3/4" x 10"

HEADED STUDS

(2) 3/4" x 10"

HEADED STUDS

1/4

(2) 3/4" x 10"

HEADED STUDS

T Y

P

SEE

SECTION

A/S702

C O

O R

D

W

A

S

3S-703

3S-703

3S-703

3S-703

3S-703

D O

T

A I L S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

J U

P E

O D

S d w g

3S-703

W D

S D

X

W

F

O Y

B

R

E N

N E

R

D

D

I C

K E

Y

M

P

O E

A N

S I

D

RTA SUBMITTAL

P I C

A T

I N

S

E N

A L

N

R S

E Y

E X

P L O

S I V

E

O

R D

N A

N C

E

D

I S

P O

S A

L

E

O D

T E

C H

N O

L O

C

I L I T

Y

F Y

P

N

N E

W

Y

O R

K

D

I S

T R

I C

T

N E

W

Y

O R

K

N

R

K

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c P

E O

D S d l p m

2'1'06"1'

GRAPHIC SCALE: 1

PLAN VIEW

L3 1/2" x 3 1/2" x1/4"

CONT.

DOOR CHANNEL

W10x49

3/8" THICK PL.

11/16 "4"

DOOR WIDTH

12x12x3/4" PL.

CLEAR DOOR

OPENING

4"

3/16

TYP.

ELEVATION VIEW

A

B O

V E

F L

O O

R

SHIM PLATE IF NEEDED,

WELD TO DOOR ALL

AROUND

HIGH SECURITY HASPS,

SEE NOTES ON THIS SHEET

1/4

TYP.

"4

"4

"1

1'-0"

(6) 7/8" DIA. x 12" LG. HEADED

STUDS (2 ROWS OF 3 STUDS

PER ROW. ROWS SPACED

6" VERTICALLY)

1'-0"

DOOR WIDTH

W10x49

12x12x3/4" PL.

4 13/16" x 11" x 1/2" PLATE

HIGH SECURITY

HASPS, SEE NOTES

ON THIS SHEET

3/16

SCALE: 1 1/2"=1'-0"

HIGH SECURITY

HASPS DETAIL

1/4

SHIM PLATE IF

NEEDED, WELD

TO DOOR ALL

AROUND

4 13/16" x 11" x 1/2" PLATE

WELDED TO W10 W/

1/4 INCH FILLET WELD

ON THREE SIDES

3S-704

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HIGH SECURITY HASP NOTES:

1. HIGH SECURITY HASPS SHALL BE GOVERNMENT FURNISHED CONTRACTOR INSTALLED (GFCI).

COORDINATE PROCUREMENT OF HASPS THROUGH THE CONTRACTING OFFICER. HIGH SECURITY

HASPS SHALL CONFORM TO MILITARY SPECIFICATION MIL-DTL-29181C, STYLE 2-HASP (M29181-02)

FOR LEFT HAND SWINGING DOOR. HIGH SECURITY PADLOCKS SHALL CONFORM TO MILITARY

SPECIFICATION MIL-DTL-43607J.

2. NO MODIFICATIONS AND/OR DEVIATIONS TO THE DOOR CONSTRUCTION SHOWN IN THE STANDARD

DRAWINGS IS PERMITTED TO ACCOMMODATE THE HIGH SECURITY HASP UNLESS APPROVED BY THE

U.S. ARMY ENGINEERING AND SUPPORT CENTER, HUNTSVILLE (STRUCTURAL BRANCH).

3. DOOR MANUFACTURER WILL COORDINATE WITH THE GOVERNMENT THROUGH THE PRIME

CONTRACTOR ON INSTALLATION AND

ATTACHMENT DETAILS OF THE HASPS AND PROVIDE THE NECESSARY STIFFENERS AND

ADDITIONAL FRAMING (IF REQUIRED) TO ACCOMMODATE THE HIGH SECURITY HASPS.

4. SEE DOOR FRAME AND DOOR DETAILS ON SHEETS 3S-701 - 3S-703.

HIGH SECURITY HASP

STYLE 2, MK 2 MOD 9

2'1'06"1'

GRAPHIC SCALE: 1

"=1'-0"

3S-704

PULL BOX: SUBSCRIPT INDICATES DIMENSIONS (L / W / D)

G

PB

G

G

MGB

TMGB

TGB

EMERGENCY POWER OFF (EPO SWITCH)

PUSH BUTTON

LOWER CASE LETTER INDICATES SWITCH CIRCUIT DESIGNATION

IN SPACES WITH MULTIPLE SWITCHING CIRCUITS.

b

HE

CAPITAL LETTER INDICATES FIXTURE TYPE. REFER TO

FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION.

FILLED AREA INDICATES EMERGENCY LIGHTING (CIRCLE OR TRIANGLE)

'T' GRAPHIC ATTACHED TO SYMBOL INDICATES WALL MOUNTING

NUMBER INDICATES ASSOCIATED LIGHTING CIRCUIT

TYPICAL LIGHT FIXTURE ANNOTATION

FIXTURE ANNOTATION NOTES

1. FIXTURE SYMBOLS ARE NOT INTENDED TO INDICATE

PHYSICAL ATTRIBUTES OF FIXTURES.

2. REFER TO FIXTURE SCHEDULE SCHEDULES FOR FIXTURE

DESCRIPTIONS, LUMEN AND POWER ATTRIBUTES, MOUNTING

TYPE, TYPICAL MOUNTING HEIGHTS AND OTHER LUMINAIRE

INFORMATION.

3. DIMENSIONAL FIXTURE SYMBOLS ARE SHOWN TO SCALE.

4. LOCATE FIXTURES AS INDICATED. SMALL ADJUSTMENTS MAY

BE MADE TO ACCOMMODATE STANDARD INSTALLATION

PRACTICES UNLESS NOTED OTHERWISE NOTED.

TYPICAL LIGHTING FIXTURE SYMBOLS

TYPICAL EMERGENCY LIGHTING FIXTURE SYMBOLS

EMERGENCY REMOTE FIXTURE

EXIT SIGN - PROVIDE ARROWS AS INDICATED ON PLANS

EMERGENCY LIGHTING UNIT WITH ADJUSTABLE HEADS

1. LOW VOLTAGE LIGHTING CONTROL SENSORS AND DEVICE SHOWN ON PLANS ARE FOR

REFERENCE ONLY. REFER TO THE LIGHTING CONTROL SCHEDULE FOR SPACE LIGHTING

CONTROL STRATEGIES.

2. CONTRACTOR SHALL ENSURE THAT LIGHTING CONTROL DEVICES ARE LOCATED AND

INSTALLED ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS TO ENSURE THAT

THE CONTROL SYSTEM FUNCTIONS PER THE LIGHTING CONTROL STRATEGY INDICATED

ON THE LIGHTING CONTROL SCHEDULE AND THE SPECIFICATIONS.

LIGHTING CONTROL NOTES

LIGHT SWITCH:

SUBSCRIPT DENOTES THE FOLLOWING:

(MULTIPLE SUBSCRIPTS MAY BE INDICATED)

2: TWO POLE - SINGLE THROW

3: THREE WAY SWITCH

4: FOUR WAY SWITCH

EXP: EXPLOSION PROOF

P: PILOT LIGHT

WP: WEATHERPROOF

b3

LOWER CASE LETTER INDICATES SWITCH CIRCUIT DESIGNATION

IN SPACES WITH MULTIPLE SWITCHING CIRCUITS.

LC

LIGHTING CONTACTOR

NEMA ENCLOSURE RATING

SWITCH AMP RATING

NEMA STARTER SIZE

30-15/3R

100-22K/3R

AIC RATING

1/60-30/3R

FUSE AMP RATING

(NF INDICATES NON-FUSED TYPE)

SWITCH AMP RATING

ECB

VFD

TRIP RATING

NEMA ENCLOSURE RATING

MMS

NEMA RATING

RVS

NEMA RATING

NEMA 5-20R DUPLEX RECEPTACLE

SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION AS INDICATED

NEMA 6-20R DUPLEX RECEPTACLE

6-60

FB FLOOR BOX - REFER TO DETAILS FOR OUTLET CONFIGURATION

6/4/4

SYMBOL

DESCRIPTION

MOUNTING

NEMA 5-20R DUPLEX INTEGRAL GROUND FAULT INTERRUPT RECEPTACLE

NEMA 5-20R QUADRAPLEX RECEPTACLE

NEMA 6-20R QUADRAPLEX RECEPTACLE

6-60 6-60

WALL CEILING FLOOR

JJ J

SUBSCRIPT INDICATES ADDITIONAL DEVICE TYPE INFORMATION.

REFER TO TYPE DESIGNATIONS FOR FURTHER INFORMATION.

JUNCTION BOX

POKE THROUGH BOX - REFER TO DETAILS FOR OUTLET CONFIGURATION

POWER POLE

PP

MULTI-OUTLET RACEWAY, 20A, 250V, NEMA 6-20R DUPLEX RECEPTACLE SPACED 24" ON

CENTER. PROVIDE WITH BARRIER TO SEPARATE POWER AND TELECOM WIRING.

CP COMBINATION COMMUNICATIONS/POWER POLE

M

NEMA ENCLOSURE RATING

TRIP RATING

NEMA RATING

AF ARC FAULT

CG CAGE MOUNTED

CP COMBINED COMMUNICATIONS /

POWER

EU EMERGENCY - UPS PROTECTED

(TSS)

FP FURNITURE POWER

H HOSPITAL GRADE

IG ISOLATED GROUND

OPS DIGITAL OPS CLOCK

P PILOT LIGHT

R RAISED FLOOR MOUNTED

RF FURNITURE SYSTEM POWER -

RAISED FLOOR

S SWITCHED

TV TELEVISION

WP WEATHERPROOF

42 DEVICE MOUNTING HEIGHT

DEVICE TYPE DESIGNATIONS (NOTED BY SUBSCRIPT)

FULL VOLTAGE STARTER

(NO TRIP RATING)

NEMA ENCLOSURE RATING

SAFETY SWITCH

ENCLOSED CIRCUIT BREAKER

COMBINATION STARTER

MANUAL MOTOR STARTER

COMBINATION MOTOR CONTROLLER

VARIABLE FREQUENCY DRIVE

MISCELLANEOUS MOTOR CONNECTION

SYMBOL

DESCRIPTION

ELECTRICAL EQUIPMENT / MOTOR CONNECTIONS

POWER DEVICES

SYMBOL

DESCRIPTION

INTERIOR LIGHTING FIXTURE SYMBOLS

INTERIOR LIGHTING CONTROLS

(NF INDICATES NON-FUSED TYPE)

(AMPS)(ST-SHUNT TRIP)

GROUND CONNECTION - EXOTHERMIC WELD

PANELBOARD, RECESSED

PANELBOARD, SURFACE MOUNTED

DISTRIBUTION PANEL

METER

TRANSFORMER

GROUNDING CONDUCTOR

GROUNDING BAR

MAIN GROUNDING BAR

TELECOMMUNICATIONS MAIN GROUNDING BAR

TELECOMMUNICATIONS GROUNDING BAR

AUTOMATIC TRANSFER SWITCH

GENERATOR

W

GROUND ROD

: LOCATED IN TEST WELL

LIGHTNING PROTECTION AIR TERMINAL

LA

PHASES, NEUTRAL, AND EQUIPMENT GROUND

CONDUIT: EXPOSED

HOMERUN TO PANEL, SUBCRIPTS DENOTE THE FOLLOWING:

: PANEL LA INDICATED

: CIRCUITS '2' AND '4' INDICATED2, 4

LA

2,4

CONDUIT CONCEALED IN WALL OR CEILING. TIC MARKS INDICATE NUMBER

OF WIRES (QUANTITY OF 3 IF NOT SHOWN) FROM LEFT TO RIGHT:

SYMBOL

POWER DISTRIBUTION

DESCRIPTION

CIRCUITING

SYMBOL

GROUNDING AND LIGHTNING PROTECTION

DESCRIPTION

EXISTING TO REMAIN - INDICATED WITH LIGHT, THIN LINETYPES

MISCELLANEOUS ANNOTATION

DEMOLISHED - INDICATED WITH HEAVY DASHED LINETYPES

W

CIRCUIT CONTINUATION

CONDUIT CAP

J

J

3-GANG OUTLET BOX WITH SINGLE

GANG COVER FOR PILOT LAMP,

SINGLE POLE SWITCH AND DUPLEX

RECEPTACLE WITH GFI. ALL SUITABLE

FOR OUTDOORS.

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12'8'4'02'4'

GRAPHIC SCALE:

"=1'-0"

GENERAL NOTES

1. THIS SHEET IS TYPICAL FOR A 50' STANDARD 421-80-11

EARTH COVERED MAGAZINE. TYPICAL FOR FIVE (5).

2. HOLES SHALL NOT BE MADE IN CONCRETE ARCH ROOFING

FOR INSTALLATION OF ELECTRICAL WIRE.

3. REFER TO SHEET ES101 FOR UNDERGROUND ELECTRICAL

DISTRIBUTION FOR EARTH COVERED MAGAZINES.

4. REFER TO 3EG SHEETS FOR LIGHTNING PROTECTION,

GROUNDING AND BONDING REQUIREMENTS.

SHEET NOTES

1. ELECTRICAL WIRING AND EQUIPMENT IN THIS AREA

SHALL CONFORM WITH THE REQUIREMENTS OF NEC FOR

CLASS I AND II, DIVISION 1, GROUPS C AND D HAZARDOUS

LOCATIONS. ALL CONDUITS SHALL BE SEALED.

2. POWER PANEL 120/240V, SINGLE PHASE, 3-WIRE, 60A

MOUNTED IN A WEATHER-PROOF ENCLOSURE.

3. 120V ELECTRICAL CONNECTION TO A 20A, SINGLE POLE

CIRCUIT BREAKER IN POWER PANEL. REFER TO PANEL

SCHEDULES ON SHEETS 3E-610 AND 3E-611 FOR

ADDITIONAL INFORMATION.

4. 120/240V ELECTRICAL CONNECTION TO MAGAZINE MAIN

DISTRIBUTION PANEL 'MMDP'. REFER TO SHEET 3E-601

FOR FURTHER INFORMATION.

5. PROVIDE OUTDOOR-RATED CAST METAL 4" X 4"

JUNCTION BOX FOR STORAGE MAGAZINE SECURITY

DEVICES. SURFACE MOUNT AT 5'-0" ABOVE FINISHED

GRADE AND EXTEND AN UNDERGROUND CONDUIT TO

COMMUNICATION HANDHOLES AS INDICATED ON SHEET

TS101.

SCALE: 1/4"=1'-0"

MAGAZINE FLOOR PLAN - ELECTRICAL (TYPICAL OF 5)

AutoCAD SHX Text

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Y

TO TRANS-

FORMER

GROUND

PAD MOUNT TRANSFORMER,

PROVIDED BY SREC

METER PROVIDED

BY SREC

PRIMARY FEED PROVIDED BY

SUSSEX RURAL ELECTRIC

COOPERATIVE (SREC)

MAGAZINE MAIN

DISTRIBUTION

PANEL 'MMDP'

200 AMPS

240/120V

1ɸ, 3W

PANEL PP1

60 AMPS

240/120V

1ɸ, 3W

PANEL PP2

60 AMPS

240/120V

1ɸ, 3W

PANEL PP3

60 AMPS

240/120V

1ɸ, 3W

PANEL PP4

60 AMPS

240/120V

1ɸ, 3W

PANEL PP5

60 AMPS

240/120V

1ɸ, 3W

3 #4/0 #2G IN 2 1/2" C.

PROVIDE ONE SPARE

4" CONDUIT.

3 #3, #8G IN 2"C

3 #1, #6G IN 2"C

3 #1/0, #6G IN 2"C

3 #1, #6G IN 2"C

3 #3, #8G IN 2"C

GROUND

PER NEC

NO SCALE

POWER ONE-LINE DIAGRAM

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E

D

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P O

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L

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O D

T E

C H

N O

L O

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I L I T

Y

F Y

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N E

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O R

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D

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T R

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K E

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SHEET ID

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M E

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D

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2 3 4 5 6 7 8 9 10

S O

L I C

I T

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US Army Corps of Engineers

C A

T E

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D

E

D E

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P P r o j e c t s

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S h e e t s E l e c P

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D E d l

GENERAL NOTES

1. INSTALLATION CRITERIA (LATEST EDITIONS):

a. DA PAM 385-64 AMMUNITION AND EXPLOSIVES

SAFETY STANDARDS

b. DESR 6055.09, EDITION 1

c. NFPA 780 STANDARD FOR THE INSTALLATION OF

LIGHTNING PROTECTION SYSTEMS

d. UL 96A INSTALLATION REQUIREMENTS FOR

LIGHTNING PROTECTION SYSTEMS

e. UL 96 STANDARD FOR LIGHTNING PROTECTION

COMPONENTS

f. NFPA 70 NATIONAL ELECTRICAL CODE (NEC)

2. LIGHTNING PROTECTION DESIGN IS BASED UPON 100'

CLEARENCE ARCS USING ROLLING SPHERE METHOD OF

CALCULATION. SEE SHEETS 3EG502 AND 3EG503 FOR

ZONE OF PROTECTION PLANS.

3. THE LPS SHALL BE MADE OF MATERIALS ACCEPTABLY

PROTECTED AGAINST CORROSION AS SPECIFIED IN UL 96.

4. REINFORCING STEEL IN WALLS, FLOOR SLAB, AND ARCH

OR BOX STRUCTURE MUST ALL BE INTERCONNECTED

THRU BONDING, AND MUST HAVE A CONTINUOUS PATH TO

THE PRIMARY GROUNDING SYSTEM. METAL VENTILATORS,

STEEL DOORS AND DOOR FRAMES SHALL BE BONDED TO

THE PRIMARY GROUNDING SYSTEM. PHOTO

DOCUMENTATION OF THE REINFORCING STEEL BONDING

AND PRIMARY GROUND BONDING IS MANDATORY. REFER

TO STORAGE MAGAZINE STRUCTURAL SHEET FOR

ADDITION INFORMATION.

5. INCOMING POWER AND COMM. MUST ENTER THE GROUND

AT LEAST 50FT FROM THE FACILITY. CABLES AND WIRE

MUST BE SHIELDED OR BE INSTALLED IN METALLIC PIPING

THAT IS BONDED TO THE PRIMARY GROUNDING SYSTEM

AT THE POINT OF ENTRY.

6. PROVIDE SURGE PROTECTIVE DEVICES (SPD) FOR POWER,

COMM, AND INSTRUMENTATION PER NFPA 780.

7. THE LPS SHALL BE TESTED PER THE CRITERIA LISTED IN

GENERAL NOTE 1.

8. EXOTHERMIC WELD ALL GROUNDING CONDUCTOR BONDS

AND TERMINATIONS, EXCEPT IN TEST WELLS WHICH

REQUIRE BOLTED CONNECTIONS.

9. GROUNDING AND BONDING CABLES SHALL BE COPPER.

10. WHERE CONFLICTS EXISTS BETWEEN THESE DRAWINGS

AND THE ABOVE CRITERIA, THE MOST STRINGENT

REQUIREMENT SHALL APPLY.

SHEET NOTES

1 #4/0 BARE COPPER CONDUCTOR (BBC) GROUND RING

ENCIRCLING STRUCTURE'S PERIMETER. INSTALL IN DIRECT

CONTACT WITH EARTH, 30" MIN. BELOW GRADE AND 3' FROM

EDGE OF EARTH MOUND.

GROUND TEST WELL WITH GROUND ROD. ALL BONDS WITHIN

THE TEST WELL SHALL BE BOLTED-TYPE CONNECTIONS. SEE

DETAIL 1, THIS SHEET.

BOND FOUNDATION REBAR TO GROUND RING WITH #2/0 BBC.

INSTALL CABLE IN PLASTIC CONDUIT WHERE IT PASSES

THROUGH CONCRETE (TYP) EACH CORNER AND DISTANCES

NOT TO EXCEED 60FT.

FOR MAGAZINE POWER PANEL, PROVIDE GROUNDING

ELECTRODE CONDUCTOR SIZED PER NEC IN PVC CONDUIT.

BOND TROLLEY BEAM TO GROUNDING SYSTEM. SEE DETAIL 1

SHEET 3EG501 FOR DOOR GROUNDING DETAIL.

EXOTHERMIC BOND.

GROUND ROD SHALL EXHIBIT RESISTANCE TO GROUND OF

NOT MORE THAN 15 OHMS. IF 15 OHMS CANNOT BE MET,

REFER TO THE DOD COMPONET'S GUIDANCE FOR

RESOLUTION.

TYPICAL FOR 50' EARTH-COVERED MAGAZINE STANDARD

421-80-11. REFER TO CIVIL SHEETS FOR EDGE OF EARTH

MOUND. TYPICAL FOR FIVE(S).

NOT TO SCALE

ISOMETRIC VIEW OF LPS

NOT TO SCALE

DETAIL

3EG130

GROUND CONNECTOR

COPPER CLAD STEEL

GROUND ROD 3/4" x 10'

#1/0 AWG BARE COPPER

(TYPICAL)

CRUSHED STONE

CONCRETE COVER WITH

CENTER HOLE

PRECAST

CONCRETE

PIPE

GROUND ROD TEST WELL

10" MIN.

M

I N

NOT TO SCALE

TYPICAL LIGHTNING PROTECTION

AND GROUNDING PLAN

W

#2/0 BARE COPPER

DOWN CONDUCTOR

(TYP)

TYP

24" AIR TERMINAL

BONDED TO

VENTILATOR

#2/0 BARE COPPER

ROOF CONDUCTOR

(TYP)

24" AIR TERMINAL

ALONG CREST

(TYP OF 2)

24" AIR TERMINAL,

MOUNT TO TOP EDGE OF

HEADWALL (TYP OF 4)

POWER PANEL

TYP

24" AIR TERMINAL

BONDED TO VENTILATOR

24" AIR TERMINAL ON

HEADWALL (TYP OF 4)

24" AIR TERMINAL (TYP OF 2)

GROUND ROD (TYP)

3EG130

POWER PANEL

G R

O U

N D

I N

G

P

L A

N

A

T

A I L

S

U S

A

R M

Y

C

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N G

I N

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R S

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P E

O…