A07.02_FY17_649_MUNS_MSM_Specs.pdf

REQUEST FOR PROPOSALS (RFP) DB

649 MUNS MUNITIONS STORAGE

MAGAZINES

HILL AFB, UT

PROJECT NO. KRSM143007

SPECIFICATION FILE NO. 2093

DESIGN FILE NO. 180-25-0950

US Army Corps of Engineers Sacramento District

FEBRUARY 2017

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

FY17 649 MUNS MUNITIONS STORAGE MAGAZINES Request For Proposal

649 MUNS MUNITIONS STORAGE MAGAZINES

HILL AFB, UTAH

002 TABLE OF CONTENTS

001 COVER SHEET

002 TABLE OF CONTENTS

003 CONTRACT ATTACHMENTS

01 Not Used 02 Not Used 03 Not Used 04 Not Used 05 Drawing Format 06 HAFB Storage Magazines Memorandum 07 MSM Box-Type Standard 421-80-08 Drawing Set 08 Munitions Storage Magazine Geotechnical Report 09 Hazardous Materials Data 10 HAFB Facility Design Standards 11 HAFB Architectural Compatibility Standards (Draft) 12 HAFB Communication and Information Directorate 13 HAFB Entry Access Regulations 14 HAFB Approved Seed Mixture 15 Intrusion Detection System (IDS) 16 AF Minimum BIM Requirements 17 AF BIM PxP Template 18 Guiding Principles Assessment Handbook 19 HAFB CL&P Electric Service Connection Standards Manual

004 SPECIFICATIONS

Division 01 – GENERAL REQUIREMENTS 01 00 00 General Requirements 01 10 10 Specific Technical Engineering and Design Criteria 01 32 01 Project Schedule 01 33 00 Submittal Procedures 01 33 16 Design After Award 01 33 29 Sustainability Reporting 01 35 26 Government Safety Requirements 01 42 00 Sources for Reference Publications 01 45 00 Quality Control 01 45 00.10 Quality Control System (QCS) 01 50 00 Temporary Construction Facilities and Controls 01 57 19 Temporary Environmental Controls 01 57 23 Temporary Storm Water Pollution Control 01 74 19 Construction and Demolition Waste Management 01 78 00 Closeout Submittals 01 78 23 Operation and Maintenance Data

FY17 649 MUNS MUNITIONS STORAGE MAGAZINES Request For Proposal

Division 02 – EXISTING CONDITIONS 02 41 00 Demolition 02 82 13 Asbestos Abatement 02 83 13 Lead in Construction

005 DRAWINGS

G-001 Cover Sheet G-101 Schedule of Drawings G-101 Location Map C-131 Demolition Plan C-141 Site Plan E-101 Electrical Plan

FY17 649 MUNS MUNITIONS STORAGE MAGAZINES 2093

003 CONTRACT ATTACHMENTS

ATTACHMENT 01

NOT USED

ATTACHMENT 02

ATTACHMENT 03

ATTACHMENT 04

ATTACHMENT 05

DRAWING FORMAT

FY17 MUNITIONS STORAGE MAGAZINES 2093

ATTACHMENT 05 – Page 1

DRAWING FORMAT

1.0 Policy: Drawings shall be prepared in accordance with the applicable provisions of the “A/E/C CADD Standard, Release 6.0” dated August 2015 except as noted herein for title block/borders, drawing size, and file naming conventions. All subsequent references to the A/E/C CADD Standard, Release 6.0 will be referenced simply as “A/E/C CADD Standard.” The A/E/C CADD Standard, Release 6.0 is available for download at:

https://cadbimcenter.erdc.dren.mil/default.aspx?p=a&t=1&i=7

2.0 Title and Border Sheets: Current standard drawing title blocks and border files can be downloaded from:

https://cadbim.usace.army.mil/default.aspx?p=a&t=1&i=12

See the drawings at the end of this attachment to clarify who and what titles should be shown in the title blocks, including “Drawn By”, “Designed By”, “Reviewed By” and “Submitted By”. Border sheets have an instruction layer that enumerates the various layers and settings required for the Proposer to set.

3.0 Drawing Size: The paper size for drawings shall be 22 inches x 34 inches (ANSI D) and.

The border size provided conveniently reduces to half size 11 inches x 17 inches and will successfully plot from a standard laser printer that supports 11” x 17” paper.

4.0 File Naming Convention and Directory Structure: File names for this project shall be as indicated in this paragraph, and conform to the A/E/C CADD Standard. See the CADD Directory Structure listing at the end of this paragraph for an example of the recommended organization of electronic files delivered to the Sacramento District. This is Sacramento District’s interpretation of the current A/E/C CADD Standard.

4.1 Production Drawings: Production drawings (sheet files) shall be stored under file names consisting of the project code H50, followed by a letter, followed by a hyphen ( - ) or a second level designator, to indicate design discipline that produced the sheet. Drawing organization shall conform to this order (see Table 2-3):

G General H Hazardous Materials V Surveys B Geotechnical C Civil L Landscape S Structural A Architectural I Interior Design Q Equipment F Fire Protection P Plumbing M Mechanical E Electrical T Telecommunications

ATTACHMENT 05 – Page 2

Sheet type shall be indicated by the following Sheet Type Designators (See Table 2-4):

0 General (Symbols, Legends, Notes, etc.)

1 Plans (horizontal views) 2 Elevations (vertical views) 3 Sections (sectional views) 4 Large Scale Views (enlarged plans, elevations, or sections that are not details) 5 Details 6 Schedules and Diagrams 7 User Defined 8 User Defined 9 3D Representations (isometrics, perspectives, photographs)

The complete drawing sheet file name will thus conform to the following (see Figure 2-3):

H50 Project Code A- Discipline Designation 1 Sheet Type Designator 01 Sheet Sequence Number XXX User Definable .DWG CADD File Extension

Examples:

H50C-101XXX.dwg Civil Site Plan H50CG101XXX.dwg Civil Grading Plan H50A-101XXX.dwg Architectural Key Plan H50A-203XXX.dwg Intermediate Architectural Elevations H50A-515XXX.dwg Architectural Detail Sheet H50A-620.XXX.dwg Possible Door Schedule Sheet

All drawing sets must start with the number 1, i.e. 101, 201, 301, etc. Use of 00 as in 000, 100, 200, 300, etc. is prohibited.

4.2 Reference File Drawings: Reference file drawings (model files) of floor plans, elevations, sections, etc., used to generate production drawings shall be stored under file names consisting of the project code H50 followed by a designator of the discipline that produced the sheet, as indicated in Table 2-1 (page 11 of the A/E/C CADD Standard). This is followed by a hyphen ( - ) and a Model File Type designator (Table 2-2):

Example Model File Type designators (may vary by discipline):

FP Floor Plan EL Elevation SH Schedule SC Section PR Profile LG Legend DG Diagram DT Detail 3D Isometric/3D

ATTACHMENT 05 – Page 3

The complete reference file (model file) drawing name will thus conform to the following (see Figure 2-2):

H50 Project Code A- Discipline Designation

(note: some CADD software programs automatically place a hyphen before the discipline designator as in -A-; this is acceptable, as long as all reference files are named consistently.)

FP Sheet Type Designator XXXX User Definable .DWG CADD File Extension

Examples:

H50-A-FPXXXX.dwg Architectural Reference Floor Plan H50-A-ELXXXX.dwg Architectural Reference Elevations H50-A-SCXXXX.dwg Architectural Reference Building Sections H50-A-SHDOOR.dwg Architectural Reference Door Schedule

Example: Reference model file H50-A-FPXXXX.dwg would be used to create the production drawing of the floor plan named: H50A-101XXX.dwg.

4.3 BIM Model. BIM models shall also follow the A/E/C CADD Standard as applicable.

Template files are available from the USACE CAD-BIM Center website. Each discipline’s model shall follow the following format:

H50 Project Code A Discipline Designation .rvt BIM File Extension

Example:

H50A.rvt Architectural Revit Model H50E.rvt Electrical Revit Model

See Attachment 16 for more information on BIM requirements.

5.0 Layer/Level Convention, Line Symbologies, Font Libraries and Color/Pen Tables:

The Architect-Engineer shall use the AIA version of the CADD layer/level convention, line symbologies (including layer color, line weight, and line type), font libraries (restrict font usage on drawings to AutoCAD font Romans (Roman Simplex), with a 0.8 width factor and Arial Bold for title sheet fonts), and color tables as indicated in the appendices of the A/E/C CADD Standard.

6.0 Hard Copy Data to be Included: Existing hard copy data to be included in construction drawings shall be scanned to raster format (however, vectorized is preferred), and incorporated into the electronic files or may be included as references following the reference file paragraph above.

7.0 Plot Configuration Documentation: The plot configuration file for each drawing shall be provided. This ASCII text format documentation shall include the plotter configuration (e.g., name and model of plotter, pen settings, colors, widths, drawing orientation, drawing size, and other special instructions). Acceptable plot configuration or plot documentation files end in the following file extensions: *.pcp, *.pc2, or *.pc3.

ATTACHMENT 06

HAFB STORAGE MAGAZINES MEMORANDUM

mailto:william.l.robertson3.civ@mail.mil

ATTACHMENT 07

MSM BOX-TYPE STANDARD 421-80-08 DRAWING SET

US Army Corps of Engineers

Huntsville Center

C O

V E

R S

H E

E T

G-001

J M

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

MODULAR STORAGE MAGAZINE,

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

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SEE 01 10 10 FOR REQUIREMENTS

REGARDING LIGHTNING PROTECTION

AND ELECTRICAL DESIGN. 01 10 10

SUPERSEDES SHEETS E-101, E-102, E-103,

E-104 WITHIN THIS MSM BOX-TYPE

STANDARD 421-80-08 HAYMAN IGLOO

DRAWING SET.

GENERAL ABBREVIATIONS DRAWING SYMBOLS

A-104

A-104

REFERENCE NO.

ELEVATION REFERENCE

ELEVATION IS TAKEN

SHEET WHERE

ELEVATION IS DRAWN

SHEET WHERE

A-501A-101

REFERENCE NO.

DETAIL REFERENCE

DETAIL IS DRAWN

SHEET WHERE

DETAIL IS TAKEN

SHEET WHERE

A-104

A-104

REFERENCE NO.

CUTTING PLANE

SECTION CUT

SECTION IS TAKEN

SHEET WHERE

SECTION IS DRAWN

SHEET WHERE

G-002

A

B B

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V

IA

T

IO

N S

IN

D

E X S

Y M

B O

L S

DRAWING INDEX

SHEET NO. DRAWING CODE SHEET TITLE

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

REF. NO.

SHEET DISCIPLINE

STRUCTURAL

ELECTRICAL

GENERAL

G-001 COVER SHEET

G-002 INDEX, SYMBOLS, & ABBREVIATIONS

S-001

S-101

S-102

FOUNDATION PLAN

ROOF FRAMING PLAN

GENERAL NOTES

S-201

S-202

S-301

S-302

S-303 SECTIONS

BUILDING SECTION

BUILDING SECTION

ELEVATIONS

ELEVATIONS

S-501

S-701

S-704

TYPICAL DETAILS

DOOR FRAME ELEVATION & DETAILS

DOOR SECTIONS

DOOR DETAILS

E-101

E-102

LIGHTNING PROTECTION SYSTEM

LIGHTNING PROTECTION SYSTEM

XXXXXX22

S-702 XXXXXX DOOR ELEVATIONS

XXXXXX DOOR FRAME ELEVATION & DETAILSS-701 (A) 14

XXXXXX DOOR ELEVATIONSS-702 (A)

DOOR SECTIONSXXXXXXS-703

S-703 (A)

S-705 21 XXXXXX

S-705 (A)

20 XXXXXX DOOR DETAILSS-704 (A)

INTERNAL LOCKING DEVICES

HIGH SECURITY HASP

E-103 25 XXXXXX LIGHTNING PROTECTION SYSTEM

WORKING POINT

WITH

WELDED WIRE REINFORCEMENT

WELDED WIRE FABRIC

VERIFY IN FIELD

UNLESS OTHERWISE NOTED

TYPICAL

STIFFENER

SLAB-ON-GRADE

SIMILAR

SHEET

SQUARE FEET

REQUIRED

REINFORCEMENT

RADIUS

OPPOSITE HAND

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

MANUFACTURER

MINIMUM

LONG-LEG VERTICAL

LONG-LEG HORIZONTAL

INSIDE DIAMETER

INTERIOR

HEIGHT

HEADED

GALVANIZED

FIELD VERIFY

FOOTING

EXTERIOR

EXISTING

EACH WAY

EQUAL

EXPANSION JOINT

EACH FACE

ELEVATION

EACH

DIMENSION

DIAGONAL

DIAMETER

CONTINUE, CONTINUOUS

CONCRETE

COORDINATE

COLUMN

CENTER POINT

CONCRETE MASONRY UNIT

CENTER LINE

CONTROL JOINT

CAST-IN-PLACE

BEARING

BOTTOM

BUILDING

APPROXIMATELY

ALUMINUM

ABOVE FINISHED FLOOR

WP

W/

WWR

WWF

VIF

UON

TYP

STIFF

SOG

SIM

SHT

SF

REQ'D

REINF

R

OH

OD

O.C.

NTS

MANF

MIN

LLV

LLH

ID

INT

HT

HD

GALV

FV

FTG

EXT

(E) OR EXIST

E.W.

EQ

EJ

EF

ELEV

EA

DIM

DIAG

DIA

CONT

CONC

COORD

COL

CP

CMU

CL

CJ

CIP

BRG

BOTT

BLDG

APPROX

ALUM

AFF

J M

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E-104 26 XXXXXX LIGHTNING PROTECTION SYSTEM

S-002 4 XXXXXX SPECIAL INSPECTIONS

A

B

C

D

5 4 3 2 1

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A

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

5 4 3 2 1

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C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

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*** SAFETY FIRST ***

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ITEM

EXTENT OF

INSPECTION 1

REFERENCE COMMENTS/SCOPE

REINFORCING STEEL PLACEMENT P ACI 318: 3.5, 7.1-7.7

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

WELDING OF RIENFORCEMENT C, P

AWS D1.4,

ACI 318:3.5.2

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

PREHEATING OF STEEL WHEN REQUIRED.

CONCRETE PLACEMENT C ACI 318: 5.9, 5.10

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

SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

SAMPLING AND TESTING OF CONCRETE C

ASTM C 172

ASTM C 31

ACI 318: 5.6, 5.8

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

CURING AND PROTECTION P ACI 318: 5.11-5.13 INSPECT CURING, COLD WEATHER PROTECTION AND HOT WEATHER PROTECTION PROCEDURES FORMWORK P ACI 318: 6.1.1 INSPECT FORWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED

PLANT CERTIFICATION/QUALITY CONTROL

PROCEDURES

S REVIEW OF PLANT OPERATIONS AND QUALITY CONTROL PROCEDURES

MIX DESIGN S INSPECT CONCRETE BATCHING OPERATIONS AND VERIFY COMPLIANCE WITH APPROVED MIX DESIGN

MATERICAL CERTIFICATION S REVIEW FOR CONFORMANCE TO ACI 318

REINFORCEMENT INSTALLATION P INSPECT SIZE, SPACING, POSITION AND GRADE OF REINFORCING STEEL

CONNECTIONS/EMBEDDED ITEMS P

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

LOCATION AND WELDING OF CONNECTIONS

CONCRETE PLACEMENT C ACI 318: 5.9, 5.10

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

SEGREGATION OR CONTAMINATION. VERIFY THAT CONCRETE IS PROPERLY CONSOLIDATED

SAMPLING AND TESTING C

CURING AND PROTECTION P

ERECTED PRECAST ELEMENTS C ACI 318: Ch. 16 INSPECT ERECTION OF PRECAST CONCRETE INCLUDING MEMBER CONFIGURATION, CONNECTIONS, WELDING AND

GROUTING

FABRICATOR CERTIFICATION/QUALITY CONTROL

PROCEDURES

S REVIEW OF FABRICATOR'S QUALITY CONTROL PROCEDURES OR AISC CERTIFICATION

FABRICATOR INSPECTION P

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

REPORTS

REBAR FARADAY-SHIELD P DWGS E-101; E-102

INSPECT REINFORCING STEEL TO ENSURE ELECTRICAL CONTINUITY BETWEEN THE CAP, WALLS, SLAB AND FOUNDATION THROUGH BONDING WELDS. DOCUMENT BONDS WITH PHOTOS AND CONTINUITY TEST.

ECM GROUNDNG P DWGS E-101; E-102

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

PHOTOS.

GROUNDING SYSTEM P

DWGS E-101; E-102,

NFPA 780,

DA PAM 385-64, 17-27.

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

OCCURRED TO THE CONDUCTORS DURING INSTALL AND BEFORE EARTH BURIAL.

INDIVIDUAL BONDS P

DWGS E-101, E-102,

NFPA 780, 8.9

DA PAM 385-64, 17.27.

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

LPS COMPONENTS P

NFPA 780, 8.9

DA PAM 385-64, 17-27.

INSPECT LPS COMPONENTS FOR SECURE MOUNTING AND PROTECTION AGAINST ACCIDENTAL MECHANICAL

DISPLACEMENT.

LPS TESTING S

NFPA 780, 8.9

DA PAM 385-64, 17-28.

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

EARTH COVER P DWGS S-301-302

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

DOOR LAPS C DWG S-701 INSPECT DOOR LAPS AT TOP AND BOTTOM OF DOOR FRAME

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.

INSPECTION INTERVALS ARE AS FOLLOWS:

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.

SPECIAL INSPECTION SCHEDULE/VERIFICATION

SPECIAL INSPECTION NOTES:

SPECIAL ITEMS RELATED TO THE OTHER

EXPLOSIVES SAFETY RELATED ITEMS

DOOR CONSTRUCTION

PRECAST CONCRETE

CONCRETE CONSTRUCTION

S - Submittal

F O

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D A

T

IO

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L A

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S-101

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A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

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"=1'-0"4

1SCALE:

N

FOUNDATION PLAN

S101

S302S101

S101

S301S101

(N O

M

IN

A L B

U N

K E

R L

E N

G T

H

M

IN

M A

X

FROM CENTER

1" SLOPE

FROM CENTER

1" SLOPE

FROM CENTER

1" SLOPE

FROM CENTER

1" SLOPE

B S201S101

S201S101

S202S101

A

A

A

A

SEE TYP. DETAILS

CONTROL JOINT (C.J.)

C.J.

SEE ELEVATIONS

WALL JOINT, TYP.

S303

S303

S101S303

R

ID

G E

MORE DETAILS.

IS SITE ADAPTED. SEE SECTIONS FOR

TO BE ESTABLISHED WHEN STRUCTURE

ELEVATIONS, SLOPES, AND OUTLETS

6" DIA. CONT. FOOTING DRAIN.

TYP.

TYP.

C .J

C .J

IF REQ'D

DRAIN TO REAR

"VALLEY VALLE

Y

25'-0" 1'-0"

27'-0"

S101S303

11'-5"11'-0"15'-4"

(RW-1) (RW-2) (RW-3)(RW-1)(RW-2)(RW-3)

15'-4"11'-0"11'-5"

37'-9"37'-9"

TYP.

EDGE OF FOOTING,

S L

O P

E

S L

O P

E

AA

AND CHAIN (OPTIONAL)

DOOR BUMPER (INDUSTRIAL GRADE)

8" DIA. PIPE BOLLARD WITH

27'-0"

S101S303

B

1'-0"

BE PRECAST AT THE JOB-SITE.

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

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

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

INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..

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

WITH EARTH FILL AFTER SHELTER IS ERECTED.

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

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

SHALL BE COMPLETED AS SOON AS POSSIBLE.

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

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

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

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

R

O F F

R A

M N

G P

L A

N

S-102

J M

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A S S

H O

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A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

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IN

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P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

"=1'-0"4

1SCALE:

N

A S302S102

A S301S102

(N O

M

IN

A L B

U N

K E

R L

E N

G T

H

M

IN

M A

X

ROOF FRAMING PLAN

PANEL SPAN

PRECAST ROOF

PANEL SPAN

PRECAST ROOF

PANEL SPAN

PRECAST ROOF

PANEL SPAN

PRECAST ROOF

PANEL SPAN

PRECAST ROOF

S202S102

S201S102

B S201S102

A

A

SEE TYP. DETAILS

VENTILATOR,

27'-0"

SEE TYP. DETAILS

PRECAST ROOF PANEL,

BY PRECAST MANF.

TYP. AT ROOF PANELS

COIL, INSERT

1" OVERHANG 1" OVERHANG

WALL (SLOPED)

CONC. RETAINING

S303S102

34'-0"

3'-6"27'-0"3'-6"

4'-0"3'-4" 3'-4"

(TYP.)

3'-0"2'-9"

(TYP.)

S102S303

TYP.

BARRIER

CONC. EARTH

CAST-IN-PLACE

THE ROOF

AND 3 DOWN THE MIDDLE OF

EACH LONGITUDINAL EDGE

9 LOCATIONS. PLACE 3 ON

DEPTH GAUGE, TYP AT

27'-2" (PRECAST ROOF PANEL)

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

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

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

MAY BE PRECAST AT THE JOB-SITE.

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

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

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

INSERTS TO BE DETERMINED BY CONTRACTOR/PRECAST MANF..

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

WITH EARTH FILL AFTER SHELTER IS ERECTED.

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

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

L E

V A

T

IO

N S

S-201

J M

U

J M

U

R S

W

A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

"=1'-0"4

1SCALE:

A S201S101

"=1'-0"4

1SCALE:

B S201S101

WALL ELEVATION

WALL ELEVATION

BACK WALL PANEL

ELEVATION BEYOND.

EXTENTS OF FRONT WALL

SEE TYP. DETAILS

VENT ASSEMBLY,

SEE TYP. DETAILS

VENT ASSEMBLY,

CONCRETE WALL

CAST-IN-PLACE

26'-1"

(NOTCH FOR DOOR FRAME)

S102

S102

A S201S302

A S303S201

A S303S201 S302S201

A

BY PRECAST MANF.

LIFTING INSERT (TYP.),

PANEL BEYOND

PRECAST ROOF

ELEV. A/S702

LEFT DOOR, SEE

ELEV. B/S702

RIGHT DOOR, SEE

BETWEEN DOORS

FOR DOOR FRAME ELEV.

SEE ELEVATION A/S701

WHEN DOOR IS OPEN, TYP.

TO DOOR FOR DOOR CATCH

D-RING ANCHOR, WELDED

12'-6"

27'-0"

WEEPS

2" DIA. PVC

WEEPS

2" DIA. PVC

34'-3" 34'-0" 34'-3"

3'-6" 3'-6"

8'-0" 8'-0" 8'-0" 8'-0"

8'-0"8'-0"8'-0"8'-0"4" 4"

38'-7" 38'-7"

/2

/2

AND CHAIN (OPTIONAL)

(INDUSTRIAL GRADE)

WITH DOOR BUMPER

8" DIA. PIPE BOLLARD

B S303S201

8/S704 (HASP OPTION)

LATCH HANDLE, SEE DETAIL

OR 1/S704 (A)

SEE DETAIL 12/S704

DOOR HANDLE,

1" MARGIN

FINISHED GRADE

M

IN

T B

D

/2

(W A

L L H

E

IG

H T

OPTION IS NOT CHOSEN)

IS OPEN, TYP. (IF BOLLARD

DOOR CATCH WHEN DOOR

TO CIP CONC. WALL FOR

D-RING ANCHOR, BOLTED

L E

V A

T

IO

N S

S-202

J M

U

J M

U

R S

W

A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

"=1'-0"4

1SCALE:

A S202S101

WALL ELEVATION

(TYP. SIDE WALL PANEL LENGTH)

SIDE WALL PANEL

P A

N E

L J

O

IN

T

SEE TYP. DETAILS

PRECAST ROOF PANELS,

SEE TYP. DETAILS

VENT ASSEMBLY,

S102

A S301S202

MANF.

(TYP.), BY PRECAST

LIFTING INSERT,

PANEL

PANEL-TO

SEE DETAIL 4/S303

3/8" 3/8"

"S702

ELEVATIONS ON

DOOR, SEE

20'-0" LENGTH AS REQ'D

"1'-6"

/2

(W A

L L H

E

IG

H T

B U

IL

D

IN

G S

E C

T

IO

N

S-301

J M

U

J M

U

R S

W

A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

SECTION

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

A S301S101

TYP. AT ROOF AND WALLS

WATERPROOFING MEMBRANE (60 MIL),

S202 S102

6" SAND MATERIAL (SW)

PERFORATIONS DOWN)

DRAIN PIPE, TYP. (TURN

6" DIA. PERFORATED FOOTING

SEE PLAN

SLAB-ON-GRADE

6'-6" 6'-6"

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

12" O.C. TOP AND BOTT.

#5 TRANSVERSE BARS AT

AT 12" O .C.

#6 HORZ. CONT.

V A

R

IE

S

STAGGERED.

STUDS AT 12" O.C.,

1/2" DIA. x 8" HEADED

3/8

(START 4 3/4" FROM END)

STUDS AT 12" O.C.,

1/2" DIA. x 8" HEADED

(2) #4 CONT.

2'-0"

PRECAST WALL PANELS

1'-0"

(TYP.)

1"1"

2"

STIRRUP SPACING

#4 BARS TO MATCH

1/4TYP.

#6 BARS CONT., TYP.

GRAVEL MATERIAL (GW)

(TYP.)

1"

SEE TYP. DETAILS

PRECAST ROOF PANELS,

(TYP.)

2"

(TYP.)

MIN.

AND REINF.

WELDED TO WWF

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

8"

8"

3"

1'-8" O.C.

1 1/2" DIA. WEEPS AT

FOOTING DRAIN PIPE. (NOT SHOWN)

WALL AND TERMINATE WITHIN 6" OF

DRAINS THRU FOUNDATION STEM

(2" DIA.) AT 20'-0" O.C. MAX. RUN

BOTTOM OUTLETS/DRAINS

TRENCH CONT.. PROVIDE

3 1/2" (MIN.) WIDE PRE-SLOPED

M

IN

M

IN

LARGER THAN 6" (15.2) IN ANY DIMENSION

STONES HEAVIER THAN 10 POUNDS OR

EARTH FILL SHALL CONTAIN NO

NOTE:

WET CLAY SHALL NOT BE USED.

SOILS ONLY. SOLID OR

REASONABLY COHESIVE

SEE PLAN

(SEE NOTE 6 ON S102)

ELECTRICAL CONTINUITY.

TO PL. AND REINF. FOR

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

2 MIN.2 MIN.

FILTER FABRIC

FOR LOCATIONS

TO ROOF PLAN

DETAIL F/S501. REFER

DEPTH GAUGE, SEE

TYP.

3/8

WITH FILTER FABRIC, TYP.

WRAP END OF WEEPS

HEADED STUDS

WELDED TO REINF. AND

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

OF EACH PANEL

LONG PL. EACH END

1/2"x10"x9'-11 3/8"

C12x20.7 CONT.

PATTERN OF #5 AND #8 REBAR.

FORM A 6"x6" SQUARE MESH

STAGGER REBAR LAYERS TO

NOTE:

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

(E M

B E

D M

E N

T

HIGH STRENGTH, NON-SHRINK

GROUT SHALL BE 5000 PSI

STEEL CONDUIT (24 GAUGE MIN.).

3" DIAMETER GALV. CORRUGATED

TOP AND BOTT.

#5 CONT. AT 12" O.C.1'-9 1/2 " 1'-11" 2'-9 1/2 " 10"10"

#5 DOWELS AT 12" O.C.

W/ JOINT FILLER

1/2" EXP. JOINT

MIN. DEPTH

JOINT SEALER,1/2"

4"

OR WELDED TO REINF.

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

4"

SLOPE SLOPE

HIGH STRENGTH, NON-SHRINK

GROUT SHALL BE 5000 PSI

STEEL CONDUIT (24 GAUGE MIN.).

3" DIAMETER GALV. CORRUGATED

10"

STIRRUPS

REINFORCEMENT WITHIN

TYP. ENCLOSE HORIZ.

#4 STIRRUPS AT 4" O.C.,

TOP OF WALLS

TOP & BOTT. TYP. AT

(2) #5 HORZ. CONT.

TYP.

SEISMIC HOOK EA END,

#5 HORZ. AT 12" O.C. W/

ALTERNATE HOOK DIRECTION.

#7 DOWELS AT 12" O.C.

ALTERNATE HOOK DIRECTION.

#7 DOWELS AT 12" O.C.

NON-SHRINK GROUT

5000 PSI HIGH STRENGTH,

FOR ELECTRICAL CONTINUITY.

TO CHANNELS AND VERT. REINF.

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

SLOPE FILLSLOPE FILL

/2

TYP.

1 1/2"

B U

IL

D

IN

G S

E C

T

IO

N

S-302

J M

U

J M

U

R S

W

A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

4"

SECTION

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

A S302S101

S102 S201

2'-0"

5 1/2 "

/2

8 1/2 "

(TYP.)

1"

WET CLAY SHALL NOT BE USED.

SOILS ONLY. SOLID OR

REASONABLY COHESIVE

LARGER THAN 6" (15.2) IN ANY DIMENSION

STONES HEAVIER THAN 10 POUNDS OR

EARTH FILL SHALL CONTAIN NO

NOTE:

1'-2"1'-0"

/2

FOR LOCATIONS

TO ROOF PLAN

DETAIL F/S501. REFER

DEPTH GAUGE, SEE

STIRRUPS

REINFORCEMENT WITHIN

TYP. ENCLOSE HORIZ.

#4 STIRRUPS AT 4" O.C.,

TOP OF WALLS

TOP & BOTT. TYP. AT

(2) #5 HORZ. CONT.

10"

FOR 13'-0" MIN..

AWAY FROM DOOR

MAINTAIN SLOPE

CONCRETE APRON,

SLOPE DN.

TYP.

1 1/2"

/2

T O /2

V A

R

IE

S F

R

M

F R

O M

T O

V A

R

IE

S

6" SAND MATERIAL (SW)

PERFORATIONS DOWN)

DRAIN PIPE, TYP. (TURN

6" DIA. PERFORATED FOOTING

SEE PLAN

SLAB-ON-GRADE

6'-6"

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

12" O.C. TOP AND BOTT.

#5 TRANSVERSE BARS AT

PRECAST WALL PANELS

(TYP.)

GRAVEL MATERIAL (GW)

HEADED STUDS AT 12" O..C.

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

AS SHOWN

6 #5 BARS CONT

AT 1'-0" O.C.

#5 DOWELS x 8'-0" LONG

1/4

1/4

SEE TYP. DETAILS

PRECAST ROOF PANEL,

SEE TYP. DETAILS

PRECAST ROOF PANELS,

TYP. AT ROOF AND WALLS

WATERPROOFING MEMBRANE,

SEE DETAIL 4/S303

SEE DETAILS ON S701

EXTENTS OF DOOR FRAME,

ON S702

ELEVATIONS

DOOR, SEE

SLOPE DN.

1'-8" O.C.

1 1/2" DIA. WEEPS AT

M

IN

NON -SHRINK GROUT

PROVIDE HIGH -STRENGTH

STAGGERED

STUDS AT 12" O.C.,

1/2" DIA. x 8" HEADED

60 MIL WATERPROOFING MEMBRANE

BARRIER

CONC. EARTH

CAST-IN-PLACE

12" O.C.

#5 STIRRUPS AT

AS SHOWN

(16) #5 HORZ. CONT.

DRIP EDGE

6"

STAGGERED SPACING

STUDS AT 12" O.C.,

5/8" DIA. x 8" HEADED

CONT. SEALANT

LAP 4" MIN.

24 GA. GALV. COUNTERFLASHING

ELASTOMERIC MEMBRANE

DOOR FRAME

CAULK VOIDS AROUND

1/4 6" TYP. EA. EMBED

ON S701

SEE ELEVATIONS

DOOR FRAME,

3/8

START 5" FROM END

STUDS AT 12" O.C.,

1/2" DIA. x 8" HEADED

1/2" x 9" PL. CONT.

2 MIN.

3'-0" O.C.

#4 BARS AT

FILTER FABRIC

WITH FILTER FABRIC, TYP.

WRAP END OF WEEPS

HSS 8x8x1/4

1'-0" C12x20.7 CONT.

PATTERN OF #5 AND #8 REBAR.

FORM A 6"x6" SQUARE MESH

STAGGER REBAR LAYERS TO

NOTE:

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

#5 DOWELS AT 12" O.C.

TOP AND BOTT.

#5 CONT. AT 12" O.C.

L6x6x1/2" x 26'-8" LONG (LLV)

HIGH STRENGTH, NON-SHRINK

GROUT SHALL BE 5000 PSI

STEEL CONDUIT (24 GAUGE MIN.).

3" DIAMETER GALV. CORRUGATED

AND WALLS

(60 MIL), TYP. AT ROOF

WATERPROOFING MEMBRANE

(E M

B E

D M

E N

T

AT 12" O .C.

#6 HORZ. CONT.

OR WELDED TO REINF.

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

SEISMIC HOOK EACH END, TYP.

#5 HORZ. AT 12" O.C. W/

RECESSES BOLT HEADS.

ENSURE CANT STRIP ADEQUATELY

3x3 (MIN.) CANT STRIP CONT., ALTERNATE HOOK DIRECTION.

#7 DOWELS AT 12" O.C.

NON-SHRINK GROUT

5000 PSI HIGH STRENGTH

V A

R

IE

S F

R O

M W F

L O

O R S

L O

P

(1

A T S

ID

E S A

N D

A T C

E N

T E

R

FOR ELECTRICAL CONTINUITY.

TO CHANNELS AND VERT. REINF.

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

(SEE NOTE 6 ON S102)

FOR ELECTRICAL CONTINUITY.

TO ANGLE AND HORIZ. REINF.

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

PL. (LLV) CONT.

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

ELECTRICAL CONTINUITY.

AND STIRRUPS FOR

WELDED TO BENT PL.

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

MUNITIONS OVER DOOR SILL.

FORKLIFTS TO SAFELY TRANSPORT

SLOPED AS REQUIRED TO ALLOW

PRESSURE TREATED 2x MEMBERS

PROVIDE RAMPS, FOR EXAMPLE,

NOTE:

S E

C T

IO

N S

S-303

J M

U

J M

U

R S

W

A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

SPACING

SEE PLAN FOR

L4x3x3/8 x 0'-8" LG.

NON -SHRINK GROUT

PROVIDE HIGH -STRENGTH

ON S702

ELEVATIONS

DOOR, SEE

DETAILS ON S701

DOOR FRAME, SEE

FOR REINFORCING

SEE SECTION A/S303

RETAINING WALL,

STEM WALL, SEE SECTION A/S301

CONC. FOUNDATION

FOR 13'-0" MIN..

AWAY FROM DOOR

MAINTAIN SLOPE

CONCRETE APRON,

SECTION A/S302

SLAB AT DOOR, SEE

EXTENTS OF TURNDOWN

SECTION

SCALE: 3/4"=1'-0"S101 S303

SCALE: 3/4"=1'-0"S101 S303

1 DETAIL

SCALE: 3/4"=1'-0"S101 S303

3 DETAIL

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

4 DETAIL

S201

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

DETAIL2

A

S102

S302 S202 S102

SECTION

SCALE: 3/4"=1'-0"S101 S303

S201

B

FOR REINFORCING

SEE SECTION A/S303

RETAINING WALL FOOTING,

FOR REINFORCING

FOOTING, SEE SECTION A/S301

FOUNDATION STEM WALL

WALL FOOTING.

REQ'D AT RETAINING

THICKEN FOOTING AS

FOOTING IF PLACED AT THE SAME ELEVATION.

MONOLITHICALLY WITH SIDE WALL

PROJECT SITE. FOOTING MAY BE PLACED

FOOTING WILL VARY DEPENDING ON

FOOTING DEPTH OF RETAINING WALL

NOTE:

SLAB AT DOOR OPENING

EXTENTS OF TURNDOWN

5/8" GAP

RETAINING WALL SCHED.

1'-2"

FINISHED GRADE

CLASS "C" FINISH

CLASS "D" FINISH

3/4" CHAMFER

#5 BARS x 36" LONG AT 12" O.C.

#5 VERT. AT 12" O.C.

#5 HORZ. AT 12" O.C.

SEE SECTIONS

FOUNDATION STEM WALL,

SEE SECTONS FOR REINF.

PRECAST WALL PANELS,

3/8

SEE SECTIONS

FOUNDATION STEM WALL,

SEE SECTONS FOR REINF.

PRECAST WALL PANELS,

WALLS & ROOF.

MEMBRANE, TYP AT

WATERPROOFING

DOOR OPENING

SLAB EDGE AT

SEE TYP. DETAILS

PRECAST ROOF PANELS,

DETAILS ON S701

DOOR FRAME, SEE

(60 MIL), TYP AT WALLS & ROOF.

WATERPROOFING MEMBRANE

STAGGERED.

STUDS AT 12" O.C.,

1/2" DIA. x 8" HEADED

AT WALLS & ROOF.

MEMBRANE (60 MIL), TYP

WATERPROOFING

AT EACH EMBED

4"x0'-6"x3/8" PL.

1/4

AT EACH EMBED

4"x0'-6"x3/8" PL.

1/4

PANELS

PRECAST ROOF

SEE ELEV. A/S201

2" DIA. PVC WEEPS

TOP AND BOTTOM

#4 BARS AT 12" O.C.

STD. HOOK, SEE SCHED.

TOP REINF. "C" W/ 90 DEG

SEE SCHED.

BOTT. REINF. "D" ,

SEE SCHED.

VERTICAL REINF. "B",

VERT. REINF.

DOWELS TO MATCH

DOWELS "A", SEE SCHED. 2

H /3

2'-9"

1'-0" MIN. AT BASE

WASHED DRAINAGE FILL,

DRAINAGE ROCK, TYP.

FILTER FABRIC AROUND

BEFORE BACKFILLING BEHIND WALL.

BACKFILLED AND COMPACTED

1. FRONT SIDE OF WALL MUST BE

NOTES:

AT 12" O.C., STAGGERED.

1/2" DIA. x 8" HEADED STUDS

STUD AT 12" O.C.

5/8" DIA. x 8" HEADED

SEE SECTION A/S303.

CONCRETE WALL,

CAST-IN-PLACE

AND SECTIONS

FOOTING, SEE PLAN

RETAINING WALL

TO PLATE

CHANNEL

#5 VERT.

CONTINUITY.

(EA. FACE) FOR ELECTRICAL

TO CHANNELS AND REINF.

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

FOR ELECTRICAL CONTINUITY.

TO CHANNELS AND REINF. (EA. FACE)

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

SPACING

SEE PLAN FOR

L4x3x3/8 x 0'-8" LG.

OF ROOF PANEL.

PLACE 1 1/2" FROM TOP

#4 A706 REBAR TYP.,

"24"

5"

ANGLE

#4 BAR TO

STUD AT 12" O.C.

1/2" DIA. x 4" HEADED

M

IN

C12x20.7 CONT.

C12x20.7 CONT.

STUDS AT 12" O.C.

W/ 5/8" DIA. x 5 1/2" HEADED 1/2" x 1'-2" x 15'-0" LG. PL.

AT 12" O.C.

CONDUIT (24 GAUGE MIN.)

CORRUGATED STEEL

3" DIAMETER GALV.

AT 12" O.C.

CONDUIT (24 GAUGE MIN.)

CORRUGATED STEEL

3" DIAMETER GALV.

1/4 1/4

STEM REINF. WALL REINF.

RW-1

RW-2

RW-3

TYPE

WALL

"A"

DOWELS

"D"

BOTTOM

"C"

TOP

"B"

VERTICAL

#7 AT 11"

#5 AT 12"

"2

#7 AT 5

#7 AT 11"

#5 AT 12"

#7 AT 11"

#5 AT 12"

"2

#7 AT 5

#5 AT 11"

#5 AT 12"

#7 AT 11" #5 AT 11"

6"

1'-10"

VARIES 4'-10" TO 10'-0" (SEE PLAN)

S E

E P

L A

N

H E

IG

H T

H

V A

R

IE

S S

E E E

L E

V

A /S

T Y

P

IC

A L D

E T

A

IL

S

S-501

J M

U

J M

U

R S

W

A S S

H O

W N

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

3"

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

A S501

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

TYPICAL VENT DETAIL D

VERTICAL AND HORZ. REINFORCEMENT TO VENT PIPE

PROVIDE ELECTRICAL CONTINUITY BY WELDING

NOTE:

PLATE DETAIL

VENTILATOR FLAME

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

SECTION Y-Y

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

STIRRUP TYPE "2"

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

STIRRUP TYPE "1"

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

STIRRUP TYPE "3"

WITH JOINT FILLER

1/4 SLAB THICKNESS. FILL

SAWCUT JOINT 1/4" WIDE x

TO PREVENT BOND WITH CONCRETE.

ASPHALT PAINT AND OILED ALL AROUND

PAINT ONE SIDE OF DOWEL WITH

JOINT PLACED AT MID-DEPTH OF SLAB.

AT 12" O.C. CENTERED ON CONTROL

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

TO WWF.

BRAZED OR WELDED

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

10'-2 3/8 "

/4

/4

3"

/4

/4

3"

8"

10 3/8 "9"

PANELS SEE SECTIONS

PRECAST WALL

SEALANT

METAL FLASHING

TYP. AT WALLS & ROOF

MEMBRANE (60 MIL)

WATERPROOFING

SCREWS

SELF-TAPPING

(4) 1/4" DIA.

WITH HOT ASPHALT

IN FELTS MOP IN

2 LAYERS OF STRIP

EARTH FILL LINE

AT 1 9/16" O.C.

1 7/16" DIA. HOLES

G R

A D

E A

B O

V

M

IN

1'-6"

AT EQ SPACING

HEADED STUDS

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

TYP.

1/4

FABRICATED PLATE FLANGES

MAY BE SUBSTITUTED FOR

CLASS 150 FORGED FLANGES

NOTE:

AT OPEN END OF PIPE

WATER BARRIER MATERIAL

1/2 CUBIC YARD CAPILLARY

GALVANIZED STEEL PIPE

12" SCH. 20 (MIN.)

SCREEN

CAP W/ INSECT

GALVANIZED DUCT

1'-2 1/2 " 8 3/4 "

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

27'-2"

(NO SPLICE ALLOWED)

#10 BARS CONT., TYP.

(NO SPLICE ALLOWED)

# 6 BAR CONT., TYP.

SEE CROSS SECTION

#4 STIRRUPS,

8 3/4 " 8'-4" 3'-4 1/2 " 8'-4"3'-4 1/2 "

DETAIL A ON THIS SHEET.

RUBBER GASKETS, SEE

FLANGE PAIR W/ (2)

1/4" x 19" DIA. STEEL

STEEL PLATE (TYP.)

1/4" THICK x 19" DIA.

DIA. BOLT CIRCLE (TYP.)

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

(12) 1" DIA. HOLES FOR

FLAME PLATE PIPE FLANGE

4" 4" 2 1/2"2 1/2"

10" 8"

/8

3 1/8 "

5 1/16 "

#4 STIRRUPS

1" RADIUS, TYP.

6 1/4 "

1'-2 1/4 "

" 4 1/2 "

1" RADIUS, TYP.

#4 STIRRUPS

#4 STIRRUPS

1" RADIUS, TYP.

6 1/4 "

/2

4 1/2 "

6 1/4 "

/4

5 3/32" 135 DEGREE HOOK

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

CSLAB CONTROL JOINT DETAIL

KEYED CONTROL JOINT

SAWED CONTROL JOINT

USE EITHER AT CONTRACTOR'S OPTION

SAWCUT JOINTS AS EARLY AS ALLOWED

HAND- TOOL AREAS INACCESSIBLE BY SAW

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

SLAB-ON-GRADE DETAIL B

PREPARATION AND EARTHWORK RECOMMENDATIONS.

REFER TO GEOTECHNICAL REPORT FOR THE SUBGRADE

NOTES:

SPLICE LENGTHS

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

EPRECAST ROOF PANEL DETAIL

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

CROSS SECTION

LENGTHS

DEVELOPMENT

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

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

PROVIDE ELECTRICAL CONTINUITY WITHIN THE PRECAST ROOF PANEL BY BONDING

NOTES:

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

F S501

DEPTH GAUGE DETAIL

DEVELOPMENT LENGTH OF THE LARGER BARS

OF THE LAP SPLICE DIMENSION OF THE SMALLER BAR OR THE

WHEN LAPPING TWO DIFFERENT SIZE BARS, USE THE LARGER

WHERE EPOXY COATING IS USED.

CONCRETE LAP LENGTHS SHALL BE INCREASED 20 PERCENT

CONCRETE CAST BELOW THE REINF.

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

3 3/4 "

10 5/8 "

SEE PLAN

SLAB REINF.,

6"6"3

AT JOINT

REINF. DISCONT.

WITH JOINT FILLER

1/4 SLAB THICKNESS. FILL

SAWCUT JOINT 1/4" WIDE x

AT JOINT

REINF. DISCONT.

SEE PLAN

SLAB REINF.,

FINISH FL.

VAPOR BARRIER

BARRIER

4" CAPILLARY WATER

AS APPROVED

SUB-GRADE MATERIAL

B c

A

24"

32"

TOP BARS

19"

A B

25"

54"

31"

37"29"

24"

54" 42"

15"

19"

OTHER BARS

25"

48"

40"

19"

70"

37"

31"

62" 48" 60"80" f = 4000 PSI

TYP. TYP.

3 11/16 "

(3 EQ. SP.)

TYP.TYP.

(2 EQ. SP.)

2 1/8 "

7 3/8 "

T Y

P

4 1/2 "

T Y

P

(START 8" FROM END)

STUDS AT 12" O.C.

1/2" DIA. x 4" LG. HEADED

STIRRUP TYPE "1"STIRRUP TYPE "2"STIRRUP TYPE "3"

Y

Y

AS SHOWN, TYP.

(4) #10 BARS CONT.

# 6 BAR CONT., TYP.

STIRRUP SPACING

#4 HORZ. REINF. AT

#3

#4

#5

#6

#7

#8

SIZE

BAR

NO.

#9 78" 101" 60" 78"

85" 111" 66" 85"#10

TYP.

2"

TYP.

AT EA. EMBED

4"x6"x3/8" PL.

c

19"

25"

TOP BARS

15"

19"

42"

24"

29"

OTHER BARS

37"

31"

54"

48"62" f = 4000 PSI

70" 54"

79" 61"

SEE PLAN FOR SPACING

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

FOR SPACING

(LLV), SEE PLAN

L4x3x3/8 x 0'-8" LG.

REMOVABLE CAP

FIBERGLASS PLATE

18"x18"x3/8"

TOP OF CONCRETE

INDICATE HEIGHT ABOVE

IN 1" INCREMENTS TO

MARK AND LABEL PIPE

ROOF PANEL

TOP OF PRECAST

ORANGE

PAINT PIPE BRIGHT

TO FIBERGLASS PLATE.

3" DIA. PVC PIPE BONDED

T B

D I

N F

IE

L D

OR WELDED TO WWF.

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

SEE PLAN

SLAB REINF.,

TO PREVENT BOND WITH CONCRETE.

ASPHALT PAINT AND OILED ALL AROUND

PAINT ONE SIDE OF DOWEL WITH

JOINT PLACED AT MID-DEPTH OF SLAB.

AT 12" O.C. CENTERED ON CONTROL

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

PATTERN

FORM A CROSSING

EACH DIRECTION TO

PIPE ON CENTERLINE

WELDED INSIDE OF

1/2" DIA. ROD

1' -0 /4

ID

x 27'-2" LG. (TYP.)

L 3 1/2" x 6" x 3/8" LLH

(SEE NOTE 6 ON S102)

ANGLE FOR ELECTRICAL CONTINUITY

WELDED TO HORIZ. REINF. AND

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

A N

D D

E T

A

IL

S

D O

O R F

R A

M E E

L E

V A

T

IO

N S

J M

U

J M

U

R S

W

S-701

A S S

H O

W N

CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.

REDUNDANT SHEETS FROM THE CONSTRUCTION

LOCKING SYSTEM REQUIRED AND REMOVE THE

WITH THE CONTRACTING OFFICER THE CORRECT

LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY

S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT

SHEETS S701 - S705 (HIGH SECURITY HASPS) AND

CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN

DESIGNER NOTE: TO BE REMOVED WHEN PREPARING

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

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

ADOOR FRAME ELEVATION

S701S201

W12x40

(TYP.)

8"

2"2"

(TYP.)

4"4"

THICK PLATE, TYP.

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

3/16

TYP.

1/4

TYP.

TYP.

PLATE

TUBE TO

1/4

TYP.

DETAIL 2/S701

HINGE PL., SEE

DETAIL 1/S701

GUSSET PL., SEE

DETAIL 1/S701

GUSSET PL., SEE

1/4

TYP.

B S701S701

ON S702

DOOR ELEV.

DOOR, SEE

SIDE VIEW

TOP VIEW

6"6"

DETAIL 2/S701

HINGE PL., SEE

DOOR FRAME

SEE DETAIL 2/S701

DOOR FRAME HINGE PL.,

DOOR GAPS

AROUND INSIDE PERIMETER OF

WEATHER STRIPPING/ SEALING

PROVIDE HEAVY DUTY

NOTE:

BE GROUND SMOOTH.)

W/ 1/4" PL. & WELD TO

HSS 8x8x1/4 (END TO BE CAPPED

26'-0" (DOOR FRAME WIDTH)

(O

P E

N

IN

G H

E

IG

H T

(D

O O

R F

R A

M E H

E

IG

H T

BE GROUND SMOOTH.)

W/ 1/4" PL. & WELD TO

HSS 8x8x1/4 (END TO BE CAPPED

BE GROUND SMOOTH.)

W/ 1/4" PL. & WELD TO

HSS 8x8x1/4 (END TO BE CAPPED

W/ 3/16" WELD.

WELD ALL AROUND

1/4" CAP PLATE, TYP.

1 3/16 "

TO BE GROUND SMOOTH.)

W/ 1/4" PL. WITH 3/16" WELD. WELD

HSS 8x8x1/4 (END TO BE CAPPED

12" O.C.

HEADED STUDS AT

5/8" DIA. x 8" LONG

TO CARRY OUT THE DESIGN INTENT.

BE REDUCED AS THIS IS IMPERATIVE

FRAME, RESPECTIVELY SHALL NOT

AT THE TOP AND BOTT. OF THE DOOR

THE 6 1/2" AND 3" DOOR OVERLAP

NOTE:

W12x40

12" O.C.

HEADED STUDS AT

5/8" DIA. x 8" LONG

HEADED STUDS AT 12" O.C.

5/8" DIA. x 8" LONG

TYP.

/2

ON INSIDE END.

6" LONG, SEALED

HSS 3 x1 1/2 x 3/16 x

HSS 8x8x1/4

INSIDE END

6" LONG, SEALED ON

HSS 3 x1 1/2 x 3/16 x

THICK PLATE, TYP.

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

INSIDE END

6" LONG, SEALED ON

HSS 3 x1 1/2 x 3/16 x

SEALED ON INSIDE END.

HSS 3 x1 1/2 x 3/16 x 6" LONG, D O

O R F

R A

M E C

E N

T E

R L

IN

E

6"

6 1/4"

S701SCALE: 1 1/2"=1'-0"

B

S701SCALE: 1 1/2"=1'-0"

S701SCALE: 1 1/2"=1'-0"

S701

S701

S701

SECTION

W12x40

GUSSET PL. BELOW

TYP.

1/2

1/2

1/4

1/4

TYP.

GUSSET PL. DETAIL

1"

/2

9 3/8 " 3/4 " 3/4 "

/2

5 7/16 "

TYP.

TYP.

1/2" RADIUS,

7 1/2 "1"

TYP.

1/2 "

1"

PL. DETAIL

DOOR FRAME HINGE

DETAIL 2/S701

HINGE PL., SEE

DOOR FRAME

x 1", TYP.

45 DEGREE

2 1/64" DIA.

35°

8"

/1

1 7/16 "

SEE DETAIL 3/S303 FOR WALLS

CONCRETE WALLS NOT SHOWN,

NOTE:

STUD AT 12" O.C.

1/2" DIA x 4" HEADED

A N

D D

E T

A

IL

S

D O

O R F

R A

M E E

L E

V A

T

IO

N S

J M

U

J M

U

R S

W

S-701 (A)

A S S

H O

W N

CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.

REDUNDANT SHEETS FROM THE CONSTRUCTION

LOCKING SYSTEM REQUIRED AND REMOVE THE

WITH THE CONTRACTING OFFICER THE CORRECT

LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY

S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT

SHEETS S701 - S705 (HIGH SECURITY HASPS) AND

CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN

DESIGNER NOTE: TO BE REMOVED WHEN PREPARING

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

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

ADOOR FRAME ELEVATION

S701S201

W12x40

(TYP.)

8"

2"2"

(TYP.)

4"4"

THICK PLATE, TYP.

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

THICK PLATE, TYP.

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

3/16

TYP.

1/4

TYP.

TYP.

PLATE

TUBE TO

1/4

TYP.

DETAIL 2/S701

HINGE PL., SEE

DETAIL 1/S701

GUSSET PL., SEE

DETAIL 1/S701

GUSSET PL., SEE

1/4

TYP.

B S701S701

ON S702

DOOR ELEV.

DOOR, SEE

SIDE VIEW

TOP VIEW

6"6"

DETAIL 2/S701

HINGE PL., SEE

DOOR FRAME

SEE DETAIL 2/S701

DOOR FRAME HINGE PL.,

DOOR GAPS

AROUND INSIDE PERIMETER OF

WEATHER STRIPPING/ SEALING

PROVIDE HEAVY DUTY

NOTE:

BE GROUND SMOOTH.)

W/ 1/4" PL. & WELD TO

HSS 8x8x1/4 (END TO BE CAPPED

26'-0" (DOOR FRAME WIDTH)

(O

P E

N

IN

G H

E

IG

H T

(D

O O

R F

R A

M E H

E

IG

H T

BE GROUND SMOOTH.)

W/ 1/4" PL. & WELD TO

HSS 8x8x1/4 (END TO BE CAPPED

BE GROUND SMOOTH.)

W/ 1/4" PL. & WELD TO

HSS 8x8x1/4 (END TO BE CAPPED

7 5/8 "

1/4

1.5" I.D. x 1.88" O.D. x 5" LG.

LOCK BOLT RECEIVERS,

1/4

SEALED ON INSIDE END

1.5" I.D. x 1.88" O.D. x 5" LG.

LOCK BOLT RECEIVERS,

SEALED ON INSIDE END

1.5" I.D. x 1.88" O.D. x 5" LG.

LOCK BOLT RECEIVERS,

W/ 3/16" WELD.

WELD ALL AROUND

1/4" CAP PLATE, TYP.

SEALED ON INSIDE END

1.5" I.D. x 1.88" O.D. x 5" LG.

LOCK BOLT RECEIVERS,

TO BE GROUND SMOOTH.)

W/ 1/4" PL. WITH 3/16" WELD. WELD

HSS 8x8x1/4 (END TO BE CAPPED

12" O.C.

HEADED STUDS AT

5/8" DIA. x 8" LONG

TO CARRY OUT THE DESIGN INTENT.

BE REDUCED AS THIS IS IMPERATIVE

FRAME, RESPECTIVELY SHALL NOT

AT THE TOP AND BOTT. OF THE DOOR

THE 6 1/2" AND 3" DOOR OVERLAP

NOTE:

W12x40

12" O.C.

HEADED STUDS AT

5/8" DIA. x 8" LONG

HEADED STUDS AT 12" O.C.

5/8" DIA. x 8" LONG

TYP.

/2

HSS 8x8x1/4

D O

O R F

R A

M E C

E N

T E

R L

IN

E

W/ ILD MANUFACTURER

DENOTES VERIFICATION*

2 1/4 "*

1 7/8 "*

/8

1'-7 5/8 "*

S701SCALE: 1 1/2"=1'-0"

B

S701SCALE: 1 1/2"=1'-0"

S701SCALE: 1 1/2"=1'-0"

S701

S701

S701

SECTION

W12x40

GUSSET PL. BELOW

TYP.

1/2

1/2

1/4

1/4

TYP.

GUSSET PL. DETAIL

1"

/2

9 3/8 " 3/4 " 3/4 "

/2

5 7/16 "

TYP.

TYP.

1/2" RADIUS,

7 1/2 "1"

TYP.

1/2 "

1"

PL. DETAIL

DOOR FRAME HINGE

DETAIL 2/S701

HINGE PL., SEE

DOOR FRAME

x 1", TYP.

45 DEGREE

2 1/64" DIA.

35°

8"

/1

1 7/16 "

SEE DETAIL 3/S303 FOR WALLS

CONCRETE WALLS NOT SHOWN,

NOTE:

STUD AT 12" O.C.

1/2" DIA x 4" HEADED

D

O R E

L E

V A

T

IO

N S

S-702

J M

U

J M

U

R S

W

A S S

H O

W N

CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.

REDUNDANT SHEETS FROM THE CONSTRUCTION

LOCKING SYSTEM REQUIRED AND REMOVE THE

WITH THE CONTRACTING OFFICER THE CORRECT

LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY

S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT

SHEETS S701 - S705 (HIGH SECURITY HASPS) AND

CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN

DESIGNER NOTE: TO BE REMOVED WHEN PREPARING

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

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

A S702S201

LEFT DOOR ELEVATION "INSIDE VIEW"

SCALE: 3/4"=1'-0" S702S201

RIGHT DOOR ELEVATION "INSIDE VIEW" B

3" 2"

3/16

NOT SHOWN

3/8" INTERIOR PL.

NOTE:

2 1/4"

DETAIL 2/S704

SPACER, SEE

CAD PLATED (TYP.)

PIN 1/2" DIA. x 2 3/16" LG.

DETAIL 1/S704

LATCH BAR, SEE

C S702S703

45 DEGREES

L3x2x1/2 AT

1/4

1/4

1/4 1/4

3/8

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

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

/2

/8

B S703S702

A S702S703

1/2" THICK PL.

1/2" THICK PL.

SEAL PLATE

1/2" x 6" WIDE

6"

1/2" THICK PL.1/2" THICK PL.SEAL PLATE

1/2" x 6" WIDE

3/8 3/8

3/8 3/8

3/8 3/8

3/8

3/8

CORNERS, TYP.

MITER CHANNELS AT

3/8PLATE

PLATE TO

1/4TUBE

PLATE TO

3/8 CHANNEL

PLATE TO

DETAIL 4/S704

HINGE PIN, SEE

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

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

1/2" THICK PL. 1/2" THICK PL.

3/8 3/8

3/8

3/8 3/8

3/8

1/2" THICK PL.

3/8 3/8

3/8

/8

B S702S703

OH

1/2" THICK PL.

1/4

3/8 CHANNEL

PLATE TO

SEE DETAIL 9/S704

DOOR HINGE PLATE

TOP VIEWTOP VIEW

TO PLATE

HINGE PIN

SEE DETAIL 9/S704

DOOR HINGE PLATE

SEE DETAIL 10/S704

GUSSET HINGE PL.,

SEE DETAIL 10/S704

GUSSET HINGE PL.,

SEE DETAIL 9/S704

DOOR HINGE PLATE

SEE DETAIL 10/S704

GUSSET HINGE PL.,

/2

D O

O R H

E

IG

H T

2 3/4 "

1/4

TUBE

PLATE TO

1/4

1/4 1/4

C8x18.75, TYP.

AS REQ'D

C8x18.75, COPE

C8x18.75

/8

C8x18.75

/8

C8x18.75

1/2"

1/4

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

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

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

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

TYP.TYP.

4 1/4 "4 1/4 " x 3/8" PL. EACH SIDE 5'-11 5/8" x 14'-6 1/2"

EACH SIDE

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

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

PL.

3/8" THICK

CORNERS, TYP.

MITER CHANNELS AT

TYP.

TYP.

TYP.

TYP.

C8x18.75

SEE DETAIL 5/S704

LOWER LOCK BAR,

SEE DETAIL 13/S704

UPPER LOCK BAR,

SEE DETAIL 14/S704

SINTERED BRASS,

OIL IMPREGNATED

5" O.D. x 2 1/32" I.D. x 5/8"

BEARING, THRUST

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

HSS 8x2x1/4

FLANGES

CHANNEL

WEB

CHANNEL

1/4" x 3" COVER PL.

(TYP.)

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

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

NOTE:

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

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

NOTE:

3"x4"x3/8" PL.

3"

/1

3/8 3/8

3/8 3/8

2 1/4"x4"x3/8" PL.

5/S704

SEE DETAIL

LOCK BAR,

3"

3/8

NOT SHOWN

3/8" INTERIOR PL.

NOTE:

3"x4"x3/8" PL.

4" LG

L2x2x3/8" x

11'-11 3/4 "

11'-11 3/4 " x 4" LG L2x2x3/8"

4 1/4 "4 1/4 "

3 1/4 "

1 1/2 "1 1/2 "

1"

1/2 "

5 3/4"

O R E

L E

V A

T

IO

N S

J M

U

J M

U

R S

W

S-702 (A)

A S S

H O

W N

CONTRACT DOCUMENTS FOR THE SYSTEM NOT USED.

REDUNDANT SHEETS FROM THE CONSTRUCTION

LOCKING SYSTEM REQUIRED AND REMOVE THE

WITH THE CONTRACTING OFFICER THE CORRECT

LOCKING SYSTEMS. THE DESIGNER SHALL VERIFY

S701(A) - S705(A) (ILD) IDENTIFY TWO DIFFERENT

SHEETS S701 - S705 (HIGH SECURITY HASPS) AND

CONSTRUCTION DRAWINGS FOR SITE ADAPTION DESIGN

DESIGNER NOTE: TO BE REMOVED WHEN PREPARING

A

B

C

D

5 4 3 2 1

D

A

B

C

D

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

5 4 3 2 1

D ra w n b y

D e s ig n e d b y

C h e c k e d b y number:

Sheet reference

D a te

A p p r.

D e s c ri p ti o n

R e v is io n s

N o

US Army Corps of Engineers

Huntsville Center

Sheet of

D a te

D ra w in g c o d e

*** SAFETY FIRST ***

H U

N T S

V

IL

L E

A L

A B

A M

A

S U

P P

O R

T C

E N

T E

R

E N

G

IN

E E

R

IN

G A

N D

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S c a le

D a te

P ro je c t E n g in e e r/

A rc h it e c t:

J e ff C o u ls to n

B O

X -T

Y P

E S

T D

-8

-0

M O

D U

L A

R S

T O

R A

G E M

A G

A Z

IN

E J

U N

E

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

A S702S201

LEFT DOOR ELEVATION "INSIDE VIEW"

SCALE: 3/4"=1'-0" S702S201

RIGHT DOOR ELEVATION "INSIDE VIEW" B

PLATE

3/8" THICK

1/4

1/4

1/4 1/4

3/8

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

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

/8

B S703S702

A S702S703

1/2" THICK PL.

1/2" THICK PL.

SEAL PLATE

1/2" x 6" WIDE

6"

1/2" THICK PL.1/2" THICK PL.

3/8 3/8

3/8 3/8

3/8 3/8

3/8

3/8

CORNERS, TYP.

MITER CHANNELS AT

3/8PLATE

PLATE TO

3/8 CHANNEL

PLATE TO

DETAIL 4/S704

HINGE PIN, SEE

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

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

1/2" THICK PL. 1/2" THICK PL.

3/8 3/8

3/8

3/8 3/8

1/2" THICK PL.

3/8 3/8

3/8

/8

B S702S703

OH

1/2" THICK PL.

1/4

3/8 CHANNEL

PLATE TO

SEE DETAIL 2/S704

DOOR HINGE PLATE

TOP VIEWTOP VIEW

TO PLATE

HINGE PIN

SEE DETAIL 2/S704

DOOR HINGE PLATE

SEE DETAIL 3/S704

GUSSET HINGE PL.,

SEE DETAIL 3/S704

GUSSET HINGE PL.,

SEE DETAIL 2/S704

DOOR HINGE PLATE

SEE DETAIL 3/S704

GUSSET HINGE PL.,

/2

D O

O R H

E

IG

H T

TYP.

3/8" CAP PL.,

TYP.

3/8

TYP.

S703S702

TUBE

PLATE TO

1/4

S703S702

D

C

SEE ILD MANF. DWGS

LATCH BOLT GUIDE,

SEE ILD MANF. DWGS

LATCH BOLT GUIDE,

C8x18.75, TYP.

AS REQ'D

C8x18.75, COPE

C8x18.75

/8

C8x18.75

/8

C8x18.75

1/2"

1/4

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

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

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

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

TYP.TYP.

4 1/4 "4 1/4 " x 3/8" PL. EACH SIDE 5'-11 5/8" x 14'-6 1/2"

EACH SIDE

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

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

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

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

NOTE:

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

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

NOTE:

TYP.

TYP.

TYP.

1/4

TYP.

EXTERIOR PL.

EXTENTS OF

C8x18.75

SEE DETAIL 6/S704

SINTERED BRASS,

OIL IMPREGNATED

5" O.D. x 2 1/32" I.D. x 5/8"

BEARING,…