W9127821R0048 RTA DRAWINGS- BID OPTION.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

BID OPTION FOR:

MUNITIONS MAINTENANCE FACILITY AND IGLOOS.

EGLIN AIR FOCE BASE, FLORIDA

MOBILE DISTRICT PROJECT CODE : MHF20006

RFP NUMBER : W9127821R0048

JUNE 2021

CONSTRUCTION OF MUNITIONS MAINTENANCE

FACILITY SHALL BE IN ACCORDANCE WITH

ICD/ICS 705 VERSION 1.5 TECHNICAL

SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED

INFORMATION FACILITIES AND UFC-4-010-05

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES PLANNING, DESIGN AND

CONSTRUCTION.

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GENERAL ABBREVIATIONS

AFF

ALUM

APPROX

BLDG

BOTT

BRG

CIP

CJ

CL

CMU

CP

COL

COORD

CONC

CONT

DIA

DIAG

DIM

EA

ELEV

EF

EJ

EQ

E.W.

k�T

OR EXIST

FTG

FV

GALV

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HT

INT

ID

LLH

LLV

MIN

MANF

NTS

O.C.

OD

OH

R

REINF

REQ'D

SF

SHT

SIM

SOG

STIFF

TYP

UON

VIF

WWF

WWR

WI

WP

ABOVE FINISHED FLOOR

ALUMINUM

APPROXIMATELY

BUILDING

BOTTOM

BEARING

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CONCRETE MASONRY UNIT

CENTER POINT

COLUMN

COORDINATE

CONCRETE

CONTINUE, CONTINUOUS

DIAMETER

DIAGONAL

DIMENSION

EACH

ELEVATION

EACH FACE

EXPANSION JOINT

EQUAL

EACH WAY

EXISTING

EXTERIOR

FOOTING

FIELD VERIFY

GALVANIZED

HEADED

HEIGHT

INTERIOR

INSIDE DIAMETER

LONG-LEG HORIZONTAL

LONG-LEG VERTICAL

MINIMUM

MANUFACTURER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OPPOSITE HAND

RADIUS

REINFORCEMENT

REQUIRED

SQUARE FEET

SHEET

SIMILAR

SLAB-ON-GRADE

STIFFENER

TYPICAL

UNLESS OTHERWISE NOTED

VERIFY IN FIELD

WELDED WIRE FABRIC

WELDED WIRE REINFORCEMENT

WITH

WORKING POINT

*** SAFETY FIRST***

REFERENCE NO.

A-104 A-104

DRAWING SYMBOLS

REFERENCE NO.

A-101 A-501

SHEET WHERE /

ELEVATION IS TAKEN

'SHEET WHERE

ELEVATION IS DRAWN

SHEET WHERE/ --

DETAIL IS TAKEN

'SHEET WHERE

DETAIL IS DRAWN

ELEVATION REFERENCE

CUTTING PLANE

REFERENCE NO.

1 I A-104 A-104

SHEET WHERE /

SECTION IS TAKEN

'SHEET WHERE

SECTION IS DRAWN

SECTION CUT

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

DETAIL REFERENCE

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MODULAR STORAGE MAGAZINE,

BOX-TYPE STD 421-80-08 WITH 14'-8" DOOR

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1.0 DESIGN CRITERIA:

A. BUILDING CODES AND SPECIFICATIONS:

1. INTERNATIONAL BUILDING CODE 2018 (IBC) AS MODIFIED BY UFC 1-200-01

2. AMERICAN CONCRETE INSTITUTE (ACI 318)

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 15th ED.)

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

B. LIVE LOADS

ROOF---------------------100 PSF

FLOOR--------------------500 PSF

SNOW LOAD:

GROUND SNOW LOAD (Pg) = 0 PSF

IMPORTANCE FACTOR (I) = 1.2

EXPOSURE CATEGORY (Ce) = 1.0 THERMAL CATEGORY (Ct) = 1.0

C. WIND LOAD:

BASIC WIND SPEED: 154 MPH (135 MPH (ASD)

IMPORTANCE FACTOR (1): 1.15

EXPOSURE CATEGORY: C

ENCLOSURE CLASSIFICATION: ENCLOSED

D. EARTHQUAKE:

OCCUPANCY CATEGORY=III

le= 1.25 Ss= 0.075 Sds= 0.08 S1 = 0.053 Sd1 = 0.085

SITE CLASS: B

BASIC SEISMIC-FORCE RESISTING SYSTEM=

INTERMEDIATE PRECAST SHEAR WALLS, R = 4

SEISMIC DESIGN CATEGORY= B

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

E. SOILS

SOIL DENSITY (Y): 120 PCF

ANGLE OF INTERNAL FRICTION OF THE SOIL (Cl>) : 30 DEGREES

EQUIVALENT FLUID PRESSURE (EFP) : 60 PSF PER FOOT OF DEPTH

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.

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.

5 4

*** SAFETY FIRST***

3.0 FOUNDATIONS

3.1 SEE CIVIL DRAWINGS AND SPECIFICATIONS (PART OF SITE ADAPTION) FOR EARTHWORK

PREPARATION OF FOUNDATIONS INCLUDING THE REMOVAL OF ORGANIC MATERIALS, COMPACTING SOILS BENEATH STRUCTURES, BACK FILL REQUIREMENTS FOR OVER EXCAVATION AND REMOVAL OF

UNSUITABLE MATERIALS.

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 FOOTINGS SHALL PROJECT AT LEAST 1'-6" INTO UNDISTURBED NATURAL SOIL OR

COMPACTED ENGINEERED FILL HAVING A SOIL BEARING PRESSURE THAT MEETS OR

EXCEEDS THAT SPECIFIED ABOVE.

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

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

SUBJECTED TO WATER.

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 31 '.: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, U.O.N.

ALL CONCRETE SHALL CONFORM TO ASTM C94.

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 SHALL BE CONTINUOUS WITH CLASS "B" TENSION LAP SPLICES, U.O.N.

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 A CLASS C FINISH IS REQUIRED FOR EXPOSED FORMED SURFACES OF PRECAST PANELS. A CLASS D

FINISH IS REQUIRED FOR SURFACES WHICH WILL BE BELOW GRADE OR NOT EXPOSED TO VIEW

AFTER FINAL ASSEMBLY.

4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE PREPARATION

FOR SLAB ON GRADE WORK.

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 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

THE DOORS SHALL NOT BE FABRICATED FROM DUAL GRADED ASTM A36 AND ASTM A572 GRADE 50 STRUCTURAL STEEL PLATES. THE YIELD STRESS (FY) OF ALL STRUCTURAL STEEL PLATES USED IN THE DOORS SHALL BE LESS THAN 50 KSI. TO ENSURE SATISFACTION OF THIS REQUIREMENT, THE DOOR FABRICATOR SHALL SUBMIT CERTIFIED MANUFACTURER'S MILL REPORTS FOR ALL STRUCTURAL

STEEL PLATES USED IN THE DOORS.

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

2 1

5.3 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:

ANCHOR BOLTS ................................. ASTM 307

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

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

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 UNLESS SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS, ALL FRAMED BEAM CONNECTIONS SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER EMPLOYED BY THE FABRICATOR.

STANDARD BEAM CONNECTIONS (NON-COMPOSITE) SHALL BE DESIGNED BASED ON A REACTION

EQUAL TO ONE-HALF THE MAXIMUM TOTAL UNIFORM LOAD CAPACITY FROM AISC'S "MAXIMUM TOTAL

UNIFORM LOAD" TABLE MULTIPLIED BY A FACTOR OF 1.2, UNLESS REACTIONS ARE SHOWN ON

STRUCTURAL DRAWINGS. MINIMUM REACTION TO DESIGN FOR SHALL BE (12.0 KIPS).

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

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

PRIMER PAINT. DO NOT PRIME OR PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED SHEAR STUDS. PROVIDE 3" MINIMUM CONCRETE COVER FOR ALL STEEL BELOW GRADE AND PAINT

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

SPECIFICATION SSPC-PAINT 16.

5.8 ALL STIFFENERS AND GUSSETS PLATES SHALL BE MINIMUM 3/8" THICK, UNLESS OTHERWISE NOTED.

5.9 DOOR AND DOOR FRAME SHALL RECEIVE A SHOP APPLIED THREE PART COATING SYSTEM PER

SPECIFICATION 09 97 13.00 40.

6.0 STRUCTURAL PRECAST CONCRETE

6.1 ALL PRECAST ELEMENTS NOT DETAILED ON DRAWINGS SHALL BE DESIGNED FOR THE SPAN AND

CONCRETE AND CONSTRUCTION LOADING CONDITIONS SHOWN ON THE DRAWINGS BY A LICENSED

STRUCTURAL ENGINEER. ALL DESIGN CALCULATIONS, INCLUDING THE DESIGN OF ALL STRUCTURAL ELEMENTS AND LIFTING POINTS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW

PRIOR TO THE START OF FABRICATION.

6.2 THE PRECAST MANUFACTURER SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DISCIPLINES AS

THEY EFFECT THE PRECAST ELEMENTS.

6.3 THERE SHALL BE NO FIELD CUTTING OF PRECAST ELEMENTS WITHOUT THE APPROVAL OF THE

CONTRACTING OFFICER.

6.4 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT DAYS OF 4000 PSI.

6.5 ALL GROUT SHALL BE NON-SHRINK, NON-METALLIC WITH F'c = 5000 PSI.

7.0 LIGHTNING PROTECTION SYSTEM (LPS)

7.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, PRECAST WALLS AND ROOF PANELS, LOUVERS, VENTILATORS, DOORS AND DOOR FRAME, SHALL BE MADE ELECTRICALLY CONTINUOUS

BY BONDING (CLIPPING, BRAZING OR WELDING) AT 5 LINEAR FEET INTERVALS. ELECTRICAL

CONTINUITY SHALL BE PROVIDED ACROSS FLOOR EXPANSION AND ISOLATION JOINTS TO FOUNDATION PEDESTALS AND PRECAST ROOF PANELS, AND BETWEEN PRECAST WALLS AND CONCRETE PEDESTAL

FOOTING SHALL BE PROVIDED DURING CONSTRUCTION. ACCEPTABLE CONTINUITY METHODS ARE

REINFORCING BARS (MINIMUM OVERLAP SHALL BE 20 BAR DIAMETERS), COPPER STRAPS, ETC.

SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LPS.

STRUCTURAL DESIGNATION 17-BAR} NOTES·

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

HEADWALL, STEEL DOOR, CONCRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTEN

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

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

SEVERELY RESTRICT THE ALLOWABLE STORAGE CAPACITY.

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

CRITERIA FOR A 7-BAR STRUCTURAL DESIGNATION PER DOD 6055.09-M. THIS DESIGNATION

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

1. THIS STANDARD DESIGN DRAWING DATED JUNE 2013; STD 421-80-08 SHEETS 1-26,

UPDATE AND SUPERSEDE THE STANDARD DESIGN MUNITIONS STORAGE MODULE BUILDING,

HILL AIR FORCE BASE, UTAH, PROJECT NOS. KRSM 003013, 033005, AND 033004.

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REINFORCING STEEL PLACEMENT

WELDING OF RIENFORCEMENT

CONCRETE PLACEMENT

SAMPLING AND TESTING OF CONCRETE

CURING AND PROTECTION

FORMWORK

� A'I • IC

PLANT CERTIFICATION/QUALITY CONTROL

PROCEDURES

MIX DESIGN

MATERICAL CERTIFICATION

REINFORCEMENT INSTALLATION

CONNECTIONS/EMBEDDED ITEMS

CONCRETE PLACEMENT

SAMPLING AND TESTING

CURING AND PROTECTION

ERECTED PRECAST ELEMENTS

UU'Ut( I-• , 1 H:U\, 11u.,.

FABRICATOR CERTIFICATION/QUALITY CONTROL

PROCEDURES

FABRICATOR INSPECTION

SPECIAL ITEMS RELATED TO THE OTHER

EXPLOSIVES SAFETY RELATED ITEMS

REBAR FARADAY-SHIELD

ECM GROUNDNG

GROUNDING SYSTEM

INDIVIDUAL BONDS

LPS COMPONENTS

LPS TESTING

EARTH COVER

DOOR LAPS

1 INSPECTION INTERVALS ARE AS FOLLOWS:

*** SAFETY FIRST***

4 3

SPECIAL INSPECTION SCHEDULENERIFICATION

EXTENT OF

INSPECTION

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REFERENCE

ACI 318: 3.5. 7.1-7.7

AWS D1 .4,

ACI 318:3.5.2

ACI 318: 5.9, 5.10

ASTM C 172

ASTM C 31

ACI 318: 5.6, 5.8

ACI 318: 5.11-5.13

ACI 318:6.1.1

ACI 318: 5.9, 5.10

ACI 318: Ch. 16

DWGS E-101; E-102

DWGS E-101; E-102

DWGS E-101; E-102,

NFPA 780,

DA PAM 385-64, 17-27.

DWGS E-101, E-102,

NFPA 780, 8.9

DA PAM 385-64, 17.27.

NFPA 780, 8.9

DA PAM 385-64, 17-27.

NFPA 780, 8.9

DA PAM 385-64, 17-28.

DWGS S-301-302

DWG S-701

COMMENTS/SCOPE

INSPECT SIZE, SPACING, COVER POSITIONING AND GRADE OF REINFORCING STEEL. VERIFY THAT REINFORCING BARS ARE FREE OF FORM OIL OR OTHER DELETERIOUS MATERIALS. INSPECT BAR LAPS AND MECHANICAL SPLICES. VERIFY

THAT BARS ARE ADEQUATELLY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS

VISUALLY INSPECT ALL REINFORCING STEEL WELDS. VERIFY WELDABILITY OF REINFORCING STEEL. INSPECT

PREHEATING OF STEEL WHEN REQUIRED.

INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION

OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

TEST CONCRETE COMPRESSIVE STRENGTH, SLUMP, AIR-CONTENT AND TEMPERATURE

INSPECT CURING, COLD WEATHER PROTECTION AND HOT WEATHER PROTECTION PROCEDURES

INSPECT FORWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED

REVIEW OF PLANT OPERATIONS AND QUALITY CONTROL PROCEDURES

INSPECT CONCRETE BATCHING OPERATIONS AND VERIFY COMPLIANCE WITH APPROVED MIX DESIGN

REVIEW FOR CONFORMANCE TO ACI 318

INSPECT SIZE, SPACING, POSITION AND GRADE OF REINFORCING STEEL

INSPECT INTERFACE CONNECTIONS INCLUDING END AND EDGE DOWELING. INSPECT EMBEDMENTS FOR PROPER

LOCATION AND WELDING OF CONNECTIONS

INSPECT PLACEMENT OF CONCRETE. VERIFY THAT CONCRETE CONVEYANCE AND DEPOSITING AVOIDS SEGREGATION

OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

INSPECT ERECTION OF PRECAST CONCRETE INCLUDING MEMBER CONFIGURATION, CONNECTIONS, WELDING AND

GROUTING

REVIEW OF FABRICATOR'S QUALITY CONTROL PROCEDURES OR AISC CERTIFICATION

INSPECT IN-PLANT FABRICATION, OR REVIEW FABRICATOR'S APPROVED INDEPENDENT INSPECTION AGENCY'S REPORTS

INSPECT REINFORCING STEEL TO ENSURE ELECTRICAL CONTINUITY BETWEEN THE CAP, WALLS, SLAB AND FOUNDATION

THROUGH BONDING WELDS. DOCUMENT BONDS WITH PHOTOS AND CONTINUITY TEST.

VISUALLY INSPECT TO ENSURE ECM FOUNDATION IS BONDED TO THE GROUNDING SYSTEM. DOCUMENT WITH PHOTOS.

VISUALLY INSPECT GROUNDING SYSEM CONDUCTORS TO ENSURE NO DAMAGE, BREAKAGE, OR CORROSION HAS

OCCURRED TO THE CONDUCTORS DURING INSTALL AND BEFORE EARTH BURIAL.

INSPECT ALL BONDS FOR LOOSE CONNECTIONS THAT MIGHT RESULT IN HIGH-RESISTANCE CONNECTIONS.

INSPECT LPS COMPONENTS FOR SECURE MOUNTING AND PROTECTION AGAINST ACCIDENTAL MECHANICAL

DISPLACEMENT.

PERFORM BONDING TEST ACROSS EACH BOND, AND AN EARTH ELECTRODE TEST OF THE LPS.

INSPECT DEPTH GAUGES ON ROOF PRIOR TO EARTH COVER PLACEMENT FOR SIZE AND STABILITY. INSPECT EARTH

COVER DEPTH AND SLOPE TO ENSURE A 2' MIN. IS PROVIDED ABOVE STRUCTURE

INSPECT DOOR LAPS AT TOP AND BOTTOM OF DOOR FRAME

SPECIAL INSPECTION NOTES:

C - Continuous: The full-time observation of work requiring special inspection by an approved special inspector who is present in the area where the work is being performed

P - Periodic: The part-time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work.

S - Submittal

2 STRUCTURAL TEST AND SPECIAL INSPECTIONS ARE BASED ON CHAPTER 17 OF THE IBC 2009 EDITION

3 CONTRACTOR SHALL HIRE A QUALIFIED INSPECTION AND TESTING AGENCY TO PERFORM SPECIAL INSPECTIONS AND TESTING IN ACCORDANCE WITH THE IBC. SUBMIT INSPECTION REPORTS TO THE CONTRACTING

OFFICER FOR EACH DAY SPECIAL INSPECTIONS AND TESTING IS PERFORMED.

5 4 3

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

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DRAIN TO REAR-·

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*** SAFETY FIRST ***

27'-0"

25'-0"

/ s · S101 S201

1 '-0"

8101 S303! TYP.. '

2 1

- ---+ -- - - -- ...... --+- --�- - - - - - - --+-+-------'a . . • . . __ ... /

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FROM CENTER

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SEE TY . DETAILS

FROM CENTER

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A . ,S101 S201, 27'-0"

1" SLOPE ...,

FROM CENTER

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I I I I I I I I I I I

I

EDGE OF FOOTING,

TYP.

.� 6" DIA. CONT. FOOTING DRAIN.

ELEVATIONS, SLOPES, AND OUTLETS

TO BE ESTABLISHED WHEN STRUCTURE

IS SITE ADAPTED. SEE SECTIONS FOR

MORE DETAILS.

.. · .�-WALL JOINT, TYP.

SEE ELEVATIONS

N

S101S202)

15'-4"

(RW-1)

FOUNDATION PLAN

SCALE: )4"=1'-0"

1. TOP OF SLAB (FINISH FLOOR ELEVATION)= 0'-0" U.O.N.

2. SLAB-ON-GRADE: 6" CONCRETE ON 4" CAPILLARY WATER BARRIER AND VAPOR BARRIER,

REINFORCED WITH FIBERMESH AND 6x6 W2.9xW2.9 WWF SUPPORTED 2" FROM TOP OF

SLAB UNO., (WWR AND FIBERMESH MAY BE SUBSTITUTED WITH #4 BARS AT 12" O.C. OR

#5 BARS AT 18" O.C. EACH WAY.)

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

SHALL BE COMPLETED AS SOON AS POSSIBLE.

4. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.

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

WITH EARTH FILL AFTER SHELTER IS ERECTED.

6. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING

INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF ..

7. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE

DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.

8. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR MAY

BE PRECAST AT THE JOB-SITE.

/·/· A

\s101 S3031

37'-9"

11 '-0" 11 '-5"

(RW-2) (RW-3)

.� 8" DIA. PIPE BOLLARD WITH

DOOR BUMPER (INDUSTRIAL GRADE)

AND CHAIN (OPTIONAL)

2 1

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PRECAST ROOF...._

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--·-DEPTH GAUGE, TYP AT

9 LOCATIONS. PLACE 3 ON

EACH LONGITUDINAL EDGE

AND 3 DOWN THE MIDDLE OF

THE ROOF

COIL, INSERT

TYP. AT ROOF PANELS

BY PRECAST MANF.

PRECAST ROOF PANEL,

SEE TYP. DETAILS

2 \\ -.S102S303i TYP.

3'-6"

I

S102S202.

VENTILATOR,

SEE TYP. DETAILS

ROOF FRAMING PLAN

SCALE: J:/=1 '-0"

N

1. PROVIDE 24" OF EARTH COVER MINIMUM ON ROOF.

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

WITH EARTH FILL AFTER SHELTER IS ERECTED.

3. SIZE, LOCATION, AND QUANTITY OF TILT-UP BRACE ATTACHMENT POINTS AND LIFTING

INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF ..

4. IT IS THE RESPONSIBILITY OF THE SITE ADAPTION ENGINEER TO MODIFY THESE

DRAWINGS TO MEET LOCAL SITING, FOUNDATION, AND TOPOGRAPHIC CONDITIONS.

5. PANELS MAY BE PRECAST BY A MANUFACTURER SPECIALIZING IN PRECAST OR

MAY BE PRECAST AT THE JOB-SITE.

6. PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANELS BY WELDING

AT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE

DIRECTION. IN THE OTHER DIRECTION, WELD #4 BAR FROM BOTTOM PLATE TO #4 REINF.

-� CONC. RETAINING

WALL (SLOPED)

2 1

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

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34'-3" l

8" DIA. PIPE BOLLARD�,

WITH DOOR BUMPER

(INDUSTRIAL GRADE)

AND CHAIN (OPTIONAL)

2" DIA. PVC

WEEPS

*** SAFETY FIRST ***

34'-0"

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PANEL BEYOND

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8/S704 (HASP OPTION) .

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LEFT DOOR, SEE

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TT

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�□-RING ANCHOR, WELDED

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'T I I I I I rr I I I

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TO CIP CONC. WALL FOR

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IS OPEN, TYP. (IF BOLLARD

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WEEPS

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38'-7"

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26'-1"

(NOTCH FOR DOOR FRAME)

'S201S302

WALL ELEVATION

BACK WALL PANEL

A ;

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1!

S102

;-VENT ASSEMBLY,

SEE TYP. DETAILS

12'-6"

LIFTING INSERT (TYP.), -r

BY PRECAST MANF.

27'-0"

WALL ELEVATION/ 8 --

SCALE: 1'.i"=1'-0"

S102

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

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8'-0" 38'-7"

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PRECAST ROOF PANELS, ' -

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WALL ELEVATION,

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AL TERNA TE HOOK DIRECTION.

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WATERPROOFING MEMBRANE (60 MIU,-\ SEE PLAN

TYP. 1/4 [);)

TVP 3/8 ['IT • 3/8 .· /

• 1/2" DIA. x 8" HEADED - ··.

STUDS AT 12" O.C.,

STAGGERED .

1/2"x14"x9'-11 3/8"

LONG PL. EACH END

OF EACH PANEL

C12x20.7 CONT.

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

TO CHANNELS AND VERT. REINF.

FOR ELECTRICAL CONTINUITY.

.- REASONABLY COHESIVE .

SOILS ONLY. SOLID OR

WET CLAY SHALL NOT BE USED.

NOTE:

EARTH FILL SHALL CONTAIN NO

STONES HEAVIER THAN 10 POUNDS OR

LARGER THAN 6" (15.2) IN ANY DIMENSION

\ _ PRECAST ROOF PANELS,

SEE TYP. DETAILS

#4 STIRRUPS AT 4" O.C.,

TYP. ENCLOSE HORIZ .

REINFORCEMENT WITHIN

STIRRUPS 10"

1"

- --"-'t..,c:.:..____

NOTE:

STAGGER REBAR LAYERS TO

FORM A 6"x6" SQUARE MESH

PATTERN OF #5 AND #8 REBAR.

{TYP.)

1'-0"

• (TYP.)

. -- 1..-i

6'-6"

4 3 2

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

DEPTH GAUGE, SEE

DETAIL F/S501. REFER

TO ROOF PLAN

FOR LOCATIONS

PRECAST WALL PANELS

6" SAND MATERIAL (SW)

m US Army Corps of Engineers Huntsville Center

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(16) #5 HORZ. CONT.-"'"

AS SHOWN

CAST-IN-PLACE

CONG. EARTH

BARRIER

#5 STIRRUPS AT--

12" O.C.

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

WELDED TO BENT PL. -..

AND STIRRUPS FOR

ELECTRICAL CONTINUITY.

5/8" DIA. x 8" HEADED

STUDS AT 12" O.C.

DRIP EDGE

DOOR FRAME,

SEE ELEVATIONS

ON S701

DOOR, SEE

ELEVATIONS

ON S702

NOTE:

PROVIDE RAMPS, FOR EXAMPLE,

PRESSURE TREATED 2x MEMBERS

SLOPED AS REQUIRED TO ALLOW

FORKLIFTS TO SAFELY TRANSPORT

MUNITIONS OVER DOOR SILL.

HSS 8x8x1/4

5 1/2"

_..,. SLOPE DN.

r-

CONCRETE APRON,_\

MAINTAIN SLOPE

1'-0"

. I

�it-i f�P/t,,I':·

BARS AT-1 L

3'-0" o.c.

1'-2

2'-0" r

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.- CONT. SEALANT

24 GA. GALV. COUNTERFLASHING

LAP 4" MIN.

---ELASTOMERIC MEMBRANE

3x3 (MIN.) CANT STRIP CONT., ENSURE CANT STRIP ADEQUATELY

RECESSES BOLT HEADS.

1c -e;�1 1_'.' ,�I yll 1 L

,i'-J=�

��JJ,,'

14" x 1 '-5" x 3/8 BENT

PL. (LLV) CONT.

I

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EXTENTS OF DOOR FRAME,

SEE DETAILS ON S701

• I

CAULK VOIDS AROUND

DOOR FRAME

I •

I

---L6 x 3 1/2 x 3/8 (LLV) W/ 1/2" DIA. x 4"

HEADED STUDS AY 12" O .. C.

#5 DOWELS x 8'-0" LONG

AT 1'-0" O.C.

·. -6 #5 BARS CONT

AS SHOWN

I I I

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*** SAFETY FIRST ***

REASONABLY COHESIVE

SOILS ONLY. SOLID OR

WET CLAY SHALL NOT BE USED.

NOTE:

EARTH FILL SHALL CONTAIN NO

DEPTH GAUGE, SEE

DETAIL F/S501. REFER

TO ROOF PLAN

FOR LOCATIONS

WATERPROOFING MEMBRANE

TYP. AT ROOF AND WALLS

STONES HEAVIER THAN 10 POUNDS OR

LARGER THAN 6" (15.2) IN ANY DIMENSION

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• I ., • ' • I • I I

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

TO ANGLE AND HORIZ. REINF.

FOR ELECTRICAL CONTINUITY.

(SEE NOTE 6 ON S102)

I I • • I • I I

1"

SEE DETAIL 4/S303 ----

. __ .. ---- - / .- _. / (TYP.)

.----- --�����. �/4 I-_. /- 60 MIL WATERPROOFING MEMBRANE

1/2" DIA. x 8" HEADED ---

STUDS AT 12" O.C.,

START 5" FROM END

PRECAST ROOF PANEL,

SEE TYP. DETAILS

1/2" x 9" PL. CONT. --· 3/8 I ·

C12x20.7 CONT.- -

1/2" DIA. x 8" HEADED - -·

STUDS AT 12" O.C.,

STAGGERED

L, 5000 PSI HIGH STRENGTH -

NON-SHRINK GROUT

I

.- SLAB-ON-GRADE

SEE PLAN

PROVIDE HIGH -STRENGTH

NON -SHRINK GROUT

'y· /L6x6x1 /2" x 26'-8" LONG (LL V)

►I I

·--. __ 1/4 I/

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

TO CHANNELS AND VERT. REINF.

FOR ELECTRICAL CONTINUITY.

NOTE:

STAGGER REBAR LAYERS TO

FORM A 6"x6" SQUARE MESH

PATTERN OF #5 AND #8 REBAR.

#5 HORZ. AT 12" O.C. WI -

SEISMIC HOOK EACH END, TYP.

#8 VERT. AT 12" O.C., TYP.

�N 0� 0::N ILOen1-w= 0::N

1 1/2"\ <(� fTYP. \ >, l__ #4 BAR AT 5'-0" O.C. BRAZED -._

OR WELDED TO REINF.

WRAP END OF WEEPS -

WITH FILTER FABRIC, TYP.

I , 1'-0"

(TYP.)

- - - - - - - - - - - - - - - - - - - - - - - - - - _---�--="'=-'-lkl

SECTION

�-1g1I::02 SCALE: 3/4"=1'-0"

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

#5 CONT. AT 12" o.c.-/

TOP AND BOTT.

2'-9 1/2" 1 '-11"

6'-6" z

(2) #5 HORZ. CONT.

TOP & BOTT. TYP. AT

TOP OF WALLS

#4 STIRRUPS AT 4" O.C.,

TYP. ENCLOSE HORIZ.

REINFORCEMENT WITHIN

STIRRUPS 10"

/-- WATERPROOFING MEMBRANE

(60 MIL), TYP. AT ROOF

AND WALLS

-- PRECAST WALL PANELS

6" SAND MATERIAL (SW)

� 3" DIAMETER GALV. CORRUGATED

STEEL CONDUIT (24 GAUGE MIN.).

GROUT SHALL BE: 5000 PSI

HIGH STRENGTH, NON-SHRINK

#7 DOWELS AT 12" O.C.

ALTERNATE HOOK DIRECTION.

,- 1 1/2" DIA. WEEPS AT

1'-8" O.C.

,- #5 DOWELS AT 12" O.C.

�RAVEL MATERIAL (GW)

' - �5 TRANSVERSE BARS AT

12" O.C. TOP AND BOTT.

- ._ #6 HORZ. CONT.

AT 12" 0 .C.

m US Army Corps of Engineers Huntsville Center

C.

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#5 HORZ. AT 12" O.C.

,.-- 3/4" CHAMFER

VERTICAL REINF. "B",

SEE SCHED.

2'-9"

DOOR FRAME, SEE

DETAILS ON S701

DOOR, SEE --

ELEVATIONS

ON 8702

CONCRETE APRON,

MAINTAIN SLOPE

AWAY FROM DOOR

FOR 13'-0" MIN ..

/- RETAINING WALL,

SEE SECTION A/8303

FOR REINFORCING

CONG. FOUNDATION

STEM WALL, SEE SECTION A/S301

--- -.. -EXTENTS OF TURNDOWN

""l

"' SLAB AT DOOR OPENING

"-#5 BARS x 36" LONG AT 12" O.C. RETAINING WALL SCHED. EXTENTS OF TURNDOWN

SLAB AT DOOR, SEE

SECTION A/8302 WALL STEM REINF.

1- ::c TOP REINF. "C" W/ 90 DEG

STD. HOOK, SEE SCHED.

TYPE DOWELS VERTICAL • "A" 11911 c.9 1'-10" iii f ::c

DOWELS TO M / CH --.

RW-1 #7 AT512" #7AT11'

/-: - #4 BARS AT 12" O.C. RW-2 #7AT11' #7AT11'

VERT. REINF. •

TOP AND BOTTOM

RW-3 #5 AT 12' #5 AT 12'

.. j"" l

---c'-

_._· __ vA_ R_1_ES_4'_-1 _0 _" T_o_10 _ ·- _o·_· ( _S _EE_P _LA_N _) _____ J

BOTT. REINF. "D" ,__/

SEE SCHED.

PRECAST WALL PANELS, -:

SEE SECTONS FOR REINF.

. A . SECTION

s1011s303S201

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

- FOUNDATION STEM WALL,

SEE SECTIONS

_________ .___,; ,.- WATERPROOFING MEMBRANE-- (60 MIL), TYP AT WALLS & ROOF.

�:'.'.:'.:::::'.::::::::':'::'.:'.::::::�� - • w-- ----- C12x20.7 CONT.--�--- ) r

- ::;•_-' � - --· .-- - 3/8- :i..---.

;�•11 1

1�,_ 1/2" DIA. x 8" HEADED 0 - -- --

STUDS AT 12" O.C.,

NOTES:

1. FRONT SIDE OF WALL MUST BE

BACKFILLED AND COMPACTED

BEFORE BACKFILLING BEHIND WALL.

�#4 A706 REBAR TYP.,

PLACE 1 1/2" FROM TOP

OF ROOF PANEL.

�,..,,_.I,� 5" . V

.r 1 <1/4 I

• :-. - ---4"x0'-6"x3/8" PL.. :7, AT EACH EMBED

#4 BAR AT 5'-0" O.C. WELDED - c?,._

STAGGERED.

TO CHANNELS AND REINF. , :• - ---3" DIAMETER GALV.

#4 BAR TO

ANGLE �

· -PRECAST ROOF

PANELS

g=A. FACE) FOR ELECTRICAL \ CORRUGATED STEEL ONTINullY. : CONDUIT (24 GAUGE MIN.)

AT 12" O.C.

. 1 DETAIL

1 1 SCALE: 3/4"=1'-0"S1_01 S303

5 4

S102 S303

DETAIL

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

WALL REINF.

TOP BOTTOM

IIC" "D ..

#7 AT 5)2" #5AT 11"

#7 AT 11" #5 AT 11"

#5AT 12" #5 AT 12"

3" DIAMETER GALV.

CORRUGATED STEEL

CONDUIT (24 GAUGE MIN.)

AT 12" O.C.

PRECAST WALL PANELS,

SEE SECTONS FOR REINF.

WATERPROOFING

MEMBRANE, TYP AT

WALLS & ROOF.

•I • • --,---, -1,' - - -I--· ,, FOUNDATION STEM WALL

FOOTING, SEE SECTION A/8301

FOR REINFORCING

�-----"---t-� Ac4--'--�-�-�-�-------

_-- -,-A

NOTE:

FOOTING DEPTH OF RETAINING WALL

FOOTING WILL VARY DEPENDING ON

PROJECT SITE. FOOTING MAY BE PLACED

MONOLITHICALLY WITH SIDE WALL

FOOTING IF PLACED AT THE SAME ELEVATION.

-· 8 ' SECTION

s101 ls3od SCALE: 3/4'=1'-0'

S201 __

.- FOUNDATION STEM WALL,

, - SEE SECTIONS

1/2" DIA. x 8" HEADED STUDS

AT 12" O.C., STAGGERED.

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

THICKEN FOOTING AS

REQ'D AT RETAINING

WALL FOOTING.

RETAINING WALL FOOTING,

SEE SECTION A/8303

FOR REINFORCING

CHANNEL , 1/4 ' 1

TO PLATE/�

TO CHANNELS AND REINF. (EA. FACE)

FOR ELECTRICAL CONTINUfTY.

___ C12x20.7 CONT.

1/2" x 1 '-2" x 15'-0" LG. PL.

5/8" DIA. x 8" HEADED -.

STUD AT 12" O.C.

z-,

- 1 , ,' l!;� l..:• WI 5/8" DIA. x 5 1/2" HEADED

STUDS AT 12" O.C.

1/2" DIA. x 4" HEADED

STUD AT 12" O.C.

_-J : _________ -#5VERT.:

:· lf (�>1 &i w w

C/J,�: --- _-_._-•,�"'-·--_• ·�· �--+---'"_, l'---1\-------S--==--= ---+

CAST -IN -PLACE

CONCRETE WALL,

SEE SECTION A/8303.

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

WELDED TO CHANNEL

AND DOOR FRAME FOR

ELECTRICAL CONTINUITY

s101[s303

DETAIL

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

DETAILS ON 8701

SLAB EDGE AT

DOOR OPENING

··- RETAINING WALL

FOOTING, SEE PLAN

AND SECTIONS

5/8" GAP -WATERPROOFING

4"x0'-6"x3/8" PL.-, / · MEMBRANE (60 MIL), TYP

AT EACH EMBED \ I ,. / ) / AT WALLS & ROOF.

__ --.,.-c-• -- -- · 1 SPACING �I '1 • • (

I • • I

PRECAST ROOF PANELS,

SEE TYP. DETAILS

�- PROVIDE HIGH -STRENGTH

NON -SHRINK GROUT

DETAIL

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

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

m US Army Corps of Engineers Huntsville Center

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S-303

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1/4" THICK x 19" DIA.

STEEL PLATE (TYP.)

FLAME PLATE PIPE FLANGE

NOTE:

CLASS 150 FORGED FLANGES

MAY BE SUBSTITUTED FOR

FABRICATED PLATE FLANGES

VENTILATOR FLAME

PLATE DETAIL

SCALE: 3/4'=1 '-0" ' S501 1

(4) 1/4" DIA.-..

SELF-TAPPING

SCREWS

EARTH FILL LINE

1/4" x 19" DIA. STEEL-

FLANGE PAIR W/ (2)

RUBBER GASKETS, SEE

DETAIL A ON THIS SHEET.

I

I

I I I ziww 1 1 1-.

� 6� 1::-·f-· �,�G ;- -

I µ7Lm_l I II II I

2 LAYERS OF STRIP I

IN FELTS MOP IN .. 1'-6" I -WITH HOT ASPHALT 1....., I

GALVANIZED DUCT

CAP W/ INSECT

SCREEN

_I :; _111�_ 1 I�

SLAB REINF.,

SEE PLAN

, -VAPOR BARRIER

*** SAFETY FIRST ***

REINF. DISCONT.-\ :

SAWCUT JOINT 1/4" WIDE x

1/4 SLAB THICKNESS. FILL

WITH JOINT FILLER

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

#4 BAR AT 5'-0" O.C. • \ f 61��• �L�C�5 N

J-f �fcf-6'E N

P���i R

��B.

! ', PAINT ONE SIDE OF DOWEL WITHBRAZED OR WELDED : \ ASPHALT PAINT AND OILED ALL AROUND TO WWF.

t;_ _

\3 t _-+ �O�':=V_.=_Nj�OND WITH CONCRETE.

-7 .

SLAB REINF.,-1 SAWED CONTROL JOINT

SEE PLAN

REINF. DISCONT.-..

AT JOINT

SAWCUT JOINT 1/4" WIDE x

1/4 SLAB THICKNESS. FILL

WITH JOINT FILLER BAR

SIZE

NO.

#3 #4 #5 #6 #7 #8 #9 #10

DEVELOPMENT SPLICE LENGTHS LENGTHS

cf= 4000 PSI cf= 4000 PSI

TOP BARS OTHER BARS TOP BARS OTHER BARS A B A B

19" 24" 15" 19" 19" 15" 25" 32" 19' 25' 25" 19' 31' 40" 24' 31" 31" 24" 37" 48" 29" 37' 37" 29" 54" 70" 42" 54" 54" 42' 62" 80" 48" 60" 62" 48' 78" 101" 60' 78" 70" 54' 85" 111" 66' 85" 79" 61'

SLAB-ON-GRADE DETAIL SLAB CONTROL JOINT DETAIL TOP BARS ARE HORIZONTAL REINF. WITH MORE THAN 12" ON

CONCRETE CAST BELOW THE REINF.

SCALE: 314"=1'-0" ' S501 1 SCALE: 3/4"=1 '-0" ··. S501 CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT

NOTES: WHERE EPOXY COATING IS USED.

REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE

PREPARATION AND EARTHWORK RECOMMENDATIONS.

USE EITHER AT CONTRACTOR'S OPTION

SAWCUT JOINTS AS EARLY AS ALLOWED

HAND- TOOL AREAS INACCESSIBLE BY SAW

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

10'-2 3/8 "

#4 HORZ. REINF. AT

STIRRUP SPACING

#4 BAR AT 5'-0" O.C. MAX, EACH SIDE.

WELDED TO HORIZ. REINF. AND

ANGLE FOR ELECTRICAL CONTINUITY

(SEE NOTE 6 ON S102)

STIRRUP TYPE "3" .-STIRRUP TYPE "2"

3 11/16 "

STIRRUP TYPE "1"

AT EA. EMBED 8'\ 110 5/8 " 7 3/8 " ,....-y a...

4"x6"x3/8" PL. &/jj!/!/// # 6 BAR CONT., TYP.

M

L4x3x3/8 x 0'-8" LG. - 1. \ .• •· 3EQ.SP)(2EQSP) ./'.: .. - = ..

(LL V), SEE PLAN

= -'-lr'-:=e===a1=��--ac-----cl--�.L'--,,;'�·-�-�-=--��4=----oa--�""•t'I• � IFOR SPACING :::!: u • • • ' ' • • ' ' ' ' ''' • 01 • r• • • • • • -!c ' ' • • • 1 • ".: .. ._

3"

�\I

L4x3x3/8 x 0'-8" LG. (LLV)

SEE PLAN FOR SPACING

\ • • I I_ •-•�I TY . I • • !

I • • , •. 1, • • I I

. I • '''.. I I • • �·-.... m, � �71:�:: [�:• ��:•) LLH

- REMOVABLE CAP

. - MARK AND LABEL PIPE

IN 1" INCREMENTS TO

INDICATE HEIGHT ABOVE

TOP OF CONCRETE �Jl��g

�ru8; ��\;-� / I I

�······.......... 12" SCH. 20 (MIN.)

AT EQ SPACING f=-.,,J,��=1-•�l(==-'lll-�:=• �

·h-1 __ -:f---l GALVANIZED STEEL PIPE

1/2" DIA. ROD · ·-... · .. V

! 3'"

1:

r 10"

--8:,._j 3 3/4 .. /.J2 1/8 " l - � I\�:-:�, L...-.Y - .. 41i2"_

2" DIA. x 4" LG. HEADED co 9" TYP. TYP. TYP. TYP. = I- , 10 3/8" STUDS AT 12" O.C.

� 'dt��

-- -- (START 8" FROM END)

CROSS SECTION --.����Jt������ T

- 3" DIA. PVC PIPE BON DEC

==t·· .. /···········/···/ /

TO FIBERGLASS PLATE.

PAINT PIPE BRIGHT

_ ORANGE

WELDED INSIDE OF ·-.

I

I

PIPE ON CENTERLINE - - - -I - -

EACH DIRECTION TO I I

FORM A CROSSING

PATTERN

TYP� 1/4 / ..

PRECAST WALL

PANELS SEE SECTIONS

TYPICAL VENT DETAIL

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

NOTE:

___ _j_ -- --

I

I

1/2 CUBIC YARD CAPILLARY

WATER BARRIER MATERIAL

AT OPEN END OF PIPE

• r o

·-SEALANT

METAL FLASHING

WATERPROOFING

MEMBRANE (60 MIL)

TYP. AT WALLS & ROOF

\\S501/ 2 1/2" 4" 8 3/4"

PROVIDE ELECTRICAL CONTINUITY BY WELDING

VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPE

5 4

5 3/32" . -135 DEGREE HOOK

-,--�==-"# #4 STIRRUPS �···· /

9 � 1" RADIUS, TYP.

� j:>, \

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

1'-2 1/4"

4 1/2".

·-1" RADIUS, TYP.

··. _j

· - #4 STIRRUPS

1/4"

4 1/2"

1" RADIUS, TYP.

- #4 STIRRUPS_j114•�\

STIRRUP TYPE� II STIRRUP TYPE "2" STIRRUP TYPE "3"

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

8'-4"

27'-2"

3'-4 1/2" 1 '-2 1/2"

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

3'-4 1/2" (10 SPACES AT 10" O.C.) (3 SPACES AT 1'-1 1/2" O.C.) (3 SPACES AT 1'-1 1/2" O.C.)

#4 STIRRUPS,

SEE CROSS SECTION

I

# 6 BAR CONT., TYP.

(NO SPLICE ALLOWED)

SECTION Y-Y

� #10 BARS CONT., TYP. SCALE:3/4'=1'-0'

(NO SPLICE ALLOWED)

PRECAST ROOF PANEL DETAIL • E

SCALE: 3/4'=1'-0" \ S501 J

NOTES: · -

PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANEL BY BONDING

AT 5 LINEAR FEET INTERVALS ACROSS TOP OF STIRRUPS TO END ANGLES IN ONE

DIRECTION. IN THE OTHER DIRECTION, FROM BOTTOM PLATE TO #4 REINFORCEMENT

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

�I I -I I- 1-11 -�1 I 1' I " 'I I "1 11 11

I Ill I - I Ill II 1 1 o-+--- =

· 18"x18"x3/8" u:J • FIBERGLASS PLATE

IL

z I: .. ': . •: . ··!;:! '."

... ':: •.· J::::: .· .· ..

. . . .. . · 1

TOP OF PRECAST

ROOF PANEL

DEPTH GAUGE DETAIL F

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

8'-4"

(10 SPACES AT 10" O.C.)

' I

\ S501 .: \ /

8 3/4" 4" 2 1/2" m US Army Corps of Engineers Huntsville Center

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6"

1, I

LOCK BOLT RECEIVERS,

1 1/2" DIA. PIPE (SCHED. 40) x 5" LG.

26'-0" (DOOR FRAME WIDTH)

6 1/4"*

WI 1/4" PL. & WELD TO

I I_

HSS 8x8x1/4 (END TO BE CAPPED

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====�-�-�-=='===1 .I .I ----- <_ ,::_- ---

*** SAFETY FIRST ***

I I I

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SEE DETAIL 2/S701

·· 1

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===�-�===,=cj==,=JJ r·•:

I

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PLATE I

1, , .. - 1/4" CAP PLATE, TYP.

WELD ALL AROUND

WI 3/16" WELD.

I ___ _ _ r====�- -=====il e== l===�-�======11e== l===�--==== .. =="l ==n t-cx,.

,--==IF=��-====1<:l:c::-f=li

-=����Jlc.l..= ==,=c

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·.Ol I

HSS 8x8x1/4 (END TO BE CAPPED

WI 1/4" PL. & WELD TO

BE GROUND SMOOTH.)

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c,J co

\ I

\. I 11 •TYP. ,��-------,-- -· n

� LOCK BOLT RECEIVERS, TYP. 3/161

HSS 8x8x1/4

✓ I� . ·//

8"x 1'-4 1/2"x 1/2" -- & n

0 = c,J

& LI

c,J

0 =

1 1/2" DIA. PIPE (SCHED. 40)

x 5" LG. SEALED ON INSIDE" END_/

- GUSSET PL., SEE

DETAIL 1/S701

-·-5/8" DIA. x 8" LONG

HEADED STUDS AT

12" O.C.

. - HINGE PL., SEE

DETAIL 2/S701

411 / 411 /

2"- // / 211

(TI P.) (T P.)

w z

:::i o:'. w 1-z w w ::E �u..

o:'.

0 0

.. THICK PLATE, TYPrt---+--

8"x 1'-4 1/2"x 1/2"

THICK PLATE, TYP.

TYP. 114 / _

I

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I I

I I

I I

I

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... 1...- J..

1/4 JYP.

W12x40 -·

I j I TYP.

, -5/8" DIA. x 8" LONG . HEADED STUDS AT 12" O.C.

DOOR,SEE-... �

DOOR ELEV.

ON S702

GUSSET PL., SEE-

DETAIL 1/S701

DOOR FRAME --

HINGE PL., SEE

I l\

DETAIL 2/S701 \

rt--�+--

I

;-LOCK BOLT RECEIVERS,

1 1/2" DIA. PIPE (SCHED. 40

THROUGH HSS. PROVIDE

SLEEVE (OR CORE DRILL)

THROUGH CONCRETE TO I

B

TYP. 114 / ..'1

ALLOW DRAINAGE INTO I II===;•

GRAVEL SUBGRADE.

.----tt-----, I ---it--c--+.

c:--7-c O

-:--i 1 c:--S7-c 0-c-

Ji

·-:c,.

1�m' r=llb= ·- -------- / Ir • '

6 1/4"* I ••

I lJm z z G) :::c m G)

-I�

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v;l�0 ;;a "Tl s::m m :::c -I�

NOTE:

PROVIDE HEAW DUTY

WEATHER STRIPPING/ SEALING

AROUND INSIDE PERIMETER OF

DOOR GAPS

LOCK BOLT RECEIVERS,

'":I

+-;..._J,�=!!=��==--------========11r== 1== 1/4

=1 =-··-•<_._�I,=· ===II� I===----====��

<1; r· <(c:r, i

1 1/2" DIA. PIPE (SCHED. 40)

THROUGH HSS. PROVIDE

SLEEVE (OR CORE DRILL)

THROUGH CONCRETE TO

ALLOW DRAINAGE INTO

1 I .� ' I

I f------------�,�

1/4 I I

HSS 8x8x1/4 (END TO BE CAPPED

WI 1/4" PL. W1TH 3/16" WELD. WELD

TO BE GROUND SMOOTH.)

DOOR FRAME ELEVATION ; .. A.\

SCALE: 3/4"=1'-0" �2�11s7,o\

2 1/4"*

8"

T GRAVEL SUBGRADE.

• DENOTES VERIFICATION

W/ ILD MANUFACTURER

HSS 8x8x1/4 (END TO BE CAPPED

WI 1/4" PL. & WELD TO

BE GROUND SMOOTH.)

SIDE VIEW

NOTE:

THE 6 1/2" AND 3" DOOR OVERLAP

AT THE TOP AND BOTT. OF THE DOOR

FRAME, RESPECTIVELY SHALL NOT

BE REDUCED AS THIS IS IMPERATIVE

TO CARRY OUT THE DESIGN INTENT.

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

1/2" D1A x 4" HEADED

STUD AT 12" O.C.

•. 1/2

· TYP. 1/2.

DOOR FRAME

HINGE PL., SEE

DETAIL 2/S701

NOTE:

CONCRETE WALLS NOT SHOWN,

SEE DETAIL 3/S303 FOR WALLS

SECTION

B' SCALE: 1 1/2"=1'-0" S7?1[s7,0

1" 7 1/2"

TYP.

I) '· 1/2"

1 •. -.•

J>6'o 0 b

GUSSET PL. DETAIL

I 1 \ , I SCALE: 1 1/2"=1'-0" S7'.011S701

3/4" ·· t·

; CX)

9 3/8" 3/4"

"I

<TYP.

5 7/' 6"

45 DEGREE

x 1", TYP.

1/2" RADIUS ----"=

TYP. ' 00

\G ..

.. ·· ....... _2 1/64" DIA. -

8" 1 7/16"

DOOR FRAME HINGE

PL. DETAIL

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

m US Army Corps of Engineers Huntsville Center

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Sheet reference number:

3"'

S-701

(X)

B :::0

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GUSSET HINGE PL.,

SEE DETAIL 3/S704

1/2" THICK PL. .. - -. . -1/2" x 6" WIDE

SEAL PLATE

1&. ��/TYP .

3/8

--+HSS 8x2x1/4�··· 1/2"

·.. · .. 1

,41/ TYP.

*** SAFETY FIRST ***

3 2

12'-1 1/4" (DOOR WIDTH) .. 12'-1 1/4" (DOOR WIDTH)

i-- ----------------....:.1.-'-0"'".-- -- _.:._ v-,,,,�o l --.4,-'-6,.-,1/"'8.-"- - ----'c'.=.--'t.1.-.•-o'"",-i PLATE TO.. l---cc1, -c-Occc,,- - - - ---c4c--'_6=--c-1/=8-=--" __,,vjf>---/0'- - ---=-- - - --'-- - - - - - - -- - - - ---1-I

/__ l . 3/8 / TYP . >-· 3�, �v-···· .

.. l\\"� 2 3/4"TUBE .··

1/4 l/ -;,� -

TYP.

3/8 .. f 1'-0"

���=�- -�======�---====;���===�-__.:__��=� ... ����- �--.. PLATE TO __ • ����====�=�- -�=======���- -�======�- -�=�-�-·. ·. #.

= 1 1

• u· � .\

PLA_TE 3/8 [/ 'JS···-_- . .,

''. '\ . . � 1/41 -� \. •

. \ 1/4 / . \

·-=--"�================,====r==�===========�=='==="=1� 3/8 • .r

1/

-- DOOR HINGE PLATE

SEE DETAIL 2/S704

- -GUSSET HINGE PL.,5•-11 5t8" x 14'-6 112"-/' .' '\\�·-.

. ���I 11' x 3/8" PL. EACH SIDE " 1/2" THICK PL. 1/2" THICK PL. /

1/4 [. /PLATE TO

TUBE 3/8 /

!/ 1/2" THICK PL. 1/2" THICK PL. 5'-11 5/8" x 14'-6 1/2" x 3/8" PL. SEE DETAIL 3/S704

- DOOR HINGE PLATE

SEE DETAIL 2/S704 C8x18.75, TYP.

HSS 8x2x1/4-··. EACH SIDE

I\)

(X) =

C'2

0=

C'2

C'2

C'2

0=

(X) =

4 1/4"

I tJ

J tJ

3/8 1 3/8/

_j tJ i\

5'-11 5/8" X 14'-6 1/2" x 3/8" PL. EACH SIDE

I

B

OH '

'$702 S703/ g '

I • j tJ

. . . C8x18.75 . . .

TOP VIEW

PLATE TO

',CHANNEL

TYP..

3/8.

1/2" THICK PL.

C , '6702 3703/

ILD BLOCKOUT -.

. .. _ .· •. -1/2" x 6" WIDE

BOX, SEE · .. 7 314.. �··

SEAL PLATE

DETAIL 7/S704 ,-i·

WELD DIAGONAL STIFFENERS-,,

TO ILD BLOCKOUT BOX HSS 8x2x1/4

...._ WHERE INTERRUPED. I ..

5'-11 5/8" X 14'-6 1/2"=.

x 3/8" PL. EACH SIDE

TOP VIEW

- //PLATE TO> 3/8 .. · .CHANNEL

I/ I

··�LATCH BOLT GUIDE,

SEE ILD MANUFACTURER'S

DRAWINGS

C8x18.75

MITER CHANNELS AT�

CORNERS, TYP.

I I

3/8

�1/2" THICK PL.

3/8 ••

1/2"JHICK PL.

A \'

5'-11 5/8" X 14'-6 1/2" x 3/8" PL. EACH SIDE

D ·\, . HSS 8x2x1/4 ,. ..· 1/41· /CHANNEL .. I lfLANGES

··CHANNEL/. .. . 114v 1 WEB C8x18.75, COPE

-- AS REQ'D

1s702 S703/ .

5'-11 5/8" X 14'-6 1/2" -, x 3/8" PL. EACH SIDE

C8x18.75

\ i tJ

C'2

0=

I

�--GUSSET HINGE PL., • SEE DETAIL 3/S704

�:::::::::::::::::::::::::::::::::::::::::::::==¥==�_Ji� -� '>J!.. 'r' I

•• = i I L:::�::::::�=============f==:l:::::::::::::::::::::::::::::::::::::::::=========1==ij;�::::::�

C --�

1/4 �

1'-0" 4'-6 1/8"

12'-1 1/4" (DOOR WIDTH)

RIGHT DOOR ELEVATION "INSIDE VIEW"

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

NOTE:

1'-0"

1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.

2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.

3 1/4"

• DENOTES VERIFICATION

W/ ILD MANUFACTURER

1'-0"

4'-6 1/8" 1'-0"

12'-1 1/4" (DOOR WIDTH)

LEFT DOOR ELEVATION "INSIDE VIEW" A .

SCALE: 3/4"=1 '-0" S201 S702 .

NOTE:

1. SEE DOOR PLATE ELEVATION E/S703 FOR INNER DOOR SUPPORT FRAMING.

2. SEE DOOR LOCKING DEVICES ON SHEET S705 FOR ADDITIONAL REQUIREMENTS.

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

�ic" .. X ,>· ·._ ... / �1,�4�1 � ���Eli-I�

4 114" f.( . ,. ,X

DOOR HINGE PLATE

· / - ir, SEE DETAIL 2/S704

3/8" THICK �\\ 1Y--r:=l==l=:::C-� 1 1 • BEARING, THRUSTPLATE 1 < \ 5" O.D. x 2 1/32" I.D. x 5/8"

- OIL IMPREGNATED

C8x18.75

.• ·. � . SINTERED BRASS,

1/4

SEE DETAIL 6/S704

HINGE PIN, SEE

DETAIL 4/S704

m US Army Corps of Engineers Huntsville Center

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3"'

S-702

B

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1/4" x 3" COVER PLATE-..

PLATE ·,��TO TUBE .. · 1/4 I

EXTERIOR

.. -1/2"X 12" X 13'-9 1/2"

PLATE EACH SIDE

3I8 I// / l"_YP.

1"' -5'-11 5/8" X 14'-6 1/2" x 3/8" PL. EACH SIDE

IGHT DOOR \ '/

3/8 [ / :

E_::::: __ ::::: __ ::::: __ ::::: __ == __ � ___ ::::: __ ::::: __ = __ = __ = __ = .. _= __ = __ ::::;;·� ,�· •;:::: __ = __ =_ .. =--��=--=-_ = __ :::: __ � __ = ___ :::: __ � __ == /.-LE FT DOOR

HSS 8x2x1 /4-- .

PLATE

TO PLATE/ 3/8 �

1 /2"X 12" X 14'-2 1 /2"

PLATE EACH SIDE

1.12

. TYP.

INTERIOR

SECTION

2:'rt2" 3/8 l/ . TUBE SUPPORT, SEE DETAIL 5/S704.

INSTALL TUBE SUPPORTS INSTALLED

EVERY 17" APART.

1/2" x 6" SEAL PLATE

SCALE: 1 1/2"=1'-0" S702_1:�03

EXTENTS OF 3/8" THICK PLATE-.

1" DIA. HOLES AS REQ'D

TO FILL DOOR WI INSULATION.

OMIT IF NOT REQUIRED.

(NOT ALL HOLES SHOWN)

COPE 8" WIDE BAR AS REQ'D 1/2" THICK PL.

*** SAFETY FIRST ***

8" x 1/4" BAR (SKEWED), COPE ENDS AS REQ'D

TO ALLOW CONNECTION

TO WEB OF CHANNEL

5'-11 5/8" X 14'-6 1/2" -.

x 3/8" PL. EACH SIDE

TYP. PLATE 3/81TO CHANNEL./ 3/8

:-DOOR FRAME ASSEMBLY,

• SEE DETAIL B/S701 FOR• INFORMATION

o···· 1/4

C8x18.75 CONT.

· .. _ DOOR HINGE PL., SEE

DETAIL 2/S704

._ GUSSET HINGE PL.,

N

O

T

E

_: - - - -- - - -- SEE DETAIL 3/S704

i�

70� 1

CONCRETE WALLS NOT SHOWN,

SEE DETAIL 3/S303 FOR WALLS

SECTION

SCALE: 1 1/2"=1'-0" S702_1:�0�

-\ -EXTENTS OF

DOOR FRAME

1/4 ·-...

\ 1/4

1'-0"

PLATE TO

.CROSS BAR

1/2" THICK PL.

HSS 8x2x1/4, WITH 3/8" CAP PL.

EACH END

INTERIOR

ILD SYSTEM,-···

SEE ILD MANUF.

DRAWINGS

� EXTERIOR�

A====�- _J_ . ·--._ 3/8" THICK PL.

TYP.>

SECTION /C ··

SCALE: 1 172"=1'-0" $702 S703

1/2" THICK PL.

RIGHT DOOR

ILD SYSTEM,

SEE ILD MANUF.

DRAWINGS

1/4"+1/64 MIN.

.. � 1/4" x 8" WIDE BAR•·. CONT. EACH

DIRECTION 1141

/3 SIDES 3/8" THICK EXT.

PLATE

EXTERIOR

1/2" 1'-511

TYP. I·

INTERIOR

SECTION

. DOOR HANDLE, SEE

\ DETAIL 1/S704. MOUNT

\ VERT. AT 44" ABOVE

\ BOTTOM OF DOOR TO

\ CENTER OF HANDLE

• D .

3/8" THICK PL.

-: 1/2" THICK PL.

LEFT DOOR

3/8" THICK PL.

SCALE: 1 1/2"=1'-0" S702 S703

/ PLATE TO

�ROSS BAR 3/8" THICK EXT.

PLATE TO ALLOW CONNECTION TO

WEB OF CHANNEL PLATE TO

CROSS BAR

1/4 1/4 /- L3x3x1/4 x 0'-3-3/4" 3 SIDES��-1/4

' I . - L3x3x1/4 x 0'-3-3/4"

�G., TYP.

T

J LEFT DOOR PLATE ELEVATION "INSIDE VIEW"

SCALE: 3/4"=1'-0" s102 s101

NOTE: RIGHT DOOR PLATE ELEVATION IS SIMILAR (DOOR NOTCH IS GREATER) __ /

5 4

1/4" x 8" WIDE

BAR

/ . LG., TYP.

L3x3x1/4 x 0'-3"-"

LG., TYP.

1/4

1 ••. TYP. AT

1/4 / ···._CROSS BARS NOTCH PL., TYP.

TYPICAL WELDED CONNECTION

AT INTERSECTION OF CROSS BARS

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

L3x3x1/4 x 3-3/4" LG., TYP.

✓-- 1/4" x 8" WIDE BAR

CONT. EACH DIRECTION.

SLOT EACH BAR AT

INTERSECTION TO ALLOW

BARS TO INTERLOCK AND

FIT FLUSH.

< 1 114 I

INT. PLATE

TO ANGLE, TYP.

1/4" x 8" WIDE BAR

CONT. EACH

DIRECTION

·· .. ��: � f P.

1 /4 [\ /PL. TO

1/4 V �CROSS BAR

"ISOMETRIC VIEW" OF WELDS AT CROSS BARS

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

1 1/2"

NOTE:

CROSS BAR NOT

SHOWN FOR CLARITY

3/8" THICK INSIDE

PLATE

SECTION X-X

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

1" DIA. HOLES AS REQ'D �\

TO FILL DOOR WI INSULATION.

OMIT IF NOT REQUIRED.

(NOT ALL HOLES SHOWN) DETAIL

1/4" x 8" WIDE / 1 l::--- � .

BAR I j �tJ

NOTCH PL., TYP_-./

NOTE·

CROSS BAR NOT

SHOWN FOR CLARITY

1/4"-+:�/64_" MIN.

___L <::·· co

> )1/4

3/8" THICK INSIDE

PLATE

SECTION Y-Y

SCALE: 1 172"-1'-0"

8 1/2" 7.7/8"

45 DEGREE MITER

AT CORNERS, TYP.

-:--;.--- 1/4" x 8" WIDE BAR

CONT. EACH DIRECTION.

SLOT EACH BAR AT

INTERSECTION TO ALLOW

BARS TO INTERLOCK AND

FIT FLUSH.

/INT. PLATE

! 1/4l/ · .. TO ANGLE, TYP.

1 1/2"

-- (TYP.) ---- -

\ _ _ SLOTTED HOLE IN

INTERIOR PLATE FOR

FILLET WELD, TYP. AT

L3x3x1/4 2 1/2"

SCALE: 1 1/2"=1'-0" S703 S703

----1 .�

; \ L3x3x1/4 x 3" LG., TYP.

1/2" RADIUS

3 2 1

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

m US Army Corps of Engineers Huntsville Center

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Sheet reference number:

3"'

C:

1:, C:

w

·e-a.

S-703

B

A

FACE OF

DOOR

3"

1o

HANDLE DETAIL

SCALE: 3"=1'-0"

1o

4"

3/4" DIA. ROD, MOUNT VERT.

AT 44" ABOVE…