P-1102_Amend 0007_Drawings2of3.pdf

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THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED

STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHOD OF

CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE, WORKERS OR OTHER PERSONS DURING CONSTRUCTION. SUCH

MEASURES MUST INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR

CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS,

SCAFFOLDING, PLANKING, SAFETY NETS, ETC.

THE CONTRACTOR MUST ENGAGE PROPERLY QUALIFIED PERSONS TO

DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES MUST

BE USED DURING CONSTRUCTION. THE CONTRACTOR MUST ALSO PROVIDE

THEIR OWN THIRD-PARTY INSPECTOR TO REVIEW AND VERIFY INSTALLATION OF

ALL TEMPORARY PRECAUTIONARY MEASURES

CONSTRUCTION PROCEDURES &

SAFETY REQUIREMENTS:

THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE,

FEDERAL, AND INTERNATIONAL LAWS, INCLUDING THE OCCUPATIONAL SAFETY

AND HEALTH ACT (OSHA) AND REGULATIONS ADOPTED PURSUANT THERETO.

THE CONTRACTOR MUST SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN

RESPONSIBILITY FOR COORDINATING THE WORK OF ALL TRADES AND THE

CHECKING OF ALL DIMENSIONS. ALL DISCREPANCIES MUST BE CALLED TO THE

ATTENTION OF THE CONTRACTING OFFICER AND MUST BE RESOLVED BEFORE

PROCEEDING WITH THE WORK.

CONSTRUCTION LOADS INCLUDING MATERIALS MUST NOT EXCEED THE DESIGN

LIVE LOAD. PROVIDE ADEQUATE SHORING, RESHORING AND/OR BRACING

WHERE REQUIRED.

EQUIPMENT PENETRATION OPENINGS AND LOCATIONS WHEN INDICATED ON

DRAWINGS ARE FOR INFORMATION ONLY AND MUST BE VERIFIED WITH THE

APPROPRIATE DRAWING AND/OR EQUIPMENT SUPPLIER BEFORE CONSTRUCTION.

THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL SYSTEM.

REFER TO OTHER DRAWINGS FOR ORNAMENTS, GROOVES, CLIPS, GROUNDS,

SLAB DEPRESSIONS, CURBS, EQUIPMENT PADS, PENETRATIONS, NON-BEARING

WALLS AND OTHER NON-STRUCTURAL ITEMS.

GENERAL NOTES AND STANDARD DETAILS MUST BE USED WHERE APPLICABLE,

UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON THE DRAWINGS MUST

TAKE PRECEDENCE OVER GENERAL NOTES AND STANDARD DETAILS. WHERE

CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, MOST STRINGENT

WILL GOVERN. CONTACT THE CONTRACTING OFFICER IN WRITING FOR

CLARIFICATION BEFORE PROCEEDING WITH WORK.

ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE

CONTRACT DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER IN WRITING BEFORE PROCEEDING WITH ANY WORK

INVOLVED.

DIMENSIONS MUST NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR

DETAILS OF THE STRUCTURAL DRAWINGS.

ALL MATERIALS AND WORKMANSHIP MUST CONFORM TO THE DRAWINGS AND

SPECIFICATIONS.

SEE STRUCTURAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL

OPENINGS REQUIRED FOR DUCT WORK, PIPES AND PIPE SLEEVES.

OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN

STRUCTURAL DRAWINGS MUST NOT BE PLACED WITHOUT WRITTEN

NOTIFICATION OF THE CONTRACTING OFFICER.

1.

2.

3.

4.

5.

DESIGN CRITERIA:

7.

6.

5.

4.

3.

2.

B.

A.

FOUNDATIONS:

ALL ROUGHENED SURFACES IN CONCRETE MUST BE MADE WITH A MINIMUM

AMPLITUDE OF 1/4 INCH.

CONDUIT OR PIPE SIZE (O.D.) MUST NOT EXCEED 30 PERCENT OF SLAB

THICKNESS AND MUST BE PLACED BETWEEN THE TOP AND BOTTOM

REINFORCING UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS

OF CONDUITS OR PIPES MUST BE AVOIDED EXCEPT WHERE DETAILED OPENINGS

ARE PROVIDED.

PROVIDE SLEEVES FOR ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING.

DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS

NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER AND

CONTRACTING OFFICER IN ADVANCE IF THE FIELD CONDITIONS DO NOT REFLECT

THE CONDITIONS SHOWN ON THE DRAWINGS.

PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., MUST BE FORMED

WITH 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED.

ALL STRUCTURAL CONCRETE:

CHLORIDES OR CHLORIDE SALTS ARE NOT ALLOWED IN THE CONCRETE MIXES.

CONCRETE AGGREGATES

CAST-IN-PLACE CONCRETE:

CONCRETE MUST ATTAIN THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS,

UNLESS OTHERWISE INDICATED;

MATERIAL MUST CONFORM TO ALL OF THE FOLLOWING STANDARD

SPECIFICATIONS, LATEST EDITION:

THE DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE MUST CONFORM

TO THE ACI BUILDING CODE (ACI 318) AND THE FOLLOWING CODES AND

STANDARD SPECIFICATIONS:

ALL REINFORCING STEEL DETAILING AND PLACEMENT MUST CONFORM TO THE

ACI DETAILING MANUAL PUBLICATION SP-66, "BUILDING CODE REQUIREMENTS

FOR REINFORCED CONCRETE" ACI-318, AND THE "MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI-315.

PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT BARS, ETC., TO MAINTAIN

SPECIFIED COVER FOR THE ENTIRE LENGTH OF ALL REINFORCING. SECURE ALL

REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS IN

POSITION PRIOR TO PLACING CONCRETE.

12.

11.

10.

9.

8.

A.

WELDED WIRE FABRIC

REINFORCING STEEL

PORTLAND CEMENT

CONCRETE PLACEMENT

CONCRETE MIXING

D.

C.

B.

A.

B.

A.

1.

5.

3.

2.

7.

5,000 PSI

ASTM A615 DEFORMED

BARS (GRADE 60)

ASTM A1064

ASTM C33

ASTM C150, TYPE I OR II

ASTM C304

ASTM C94

B. LEAN CONCRETE:

COORDINATE WITH THE CONTRACTING OFFICER FOR PROCUREMENT AND

INSTALLATION OF INTERNAL LOCKING DEVICE (ILD), BOLTWORKS, AND THE

DISTRIBUTION OF KEY SETS FOR EACH MAGAZINE DOOR. THE ILD MUST BE

PROCURED WITH TWO UNIQUE KEYS IN ORDER TO OPERATE THE BOLTWORKS.

CONTACT THE DoD LOCK PROGRAM FOR DIRECTIONS ON HOW TO PROCURE THE

BOLTWORKS, AND A LIST OF RECOMMENDED MANUFACTURERS FOR MAGAZINE

DOORS. THE GOVERNMENT WILL PROVIDE THE INTERNAL LOCKING DEVICE (ILD):

A. DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks B. EMAIL: ILD_Field_Support@navy.mil

C. ILD SUPPORT HOTLINE: 805-982-5625

D. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR

805-982-1212

COORDINATE WITH THE CONTRACTING OFFICER FOR THE CONNECTION OF THE

BALANCED MAGNETIC SWITCH (BMS) ON THE DOOR AND THE ILD, WHICH MUST

BE INSTALLED AND CONNECTED TO THE INTRUSION DETECTION SYSTEM (IDS) BY

NAVY INFORMATION WARFARE CENTER.

8.

3,000 PSI

SEE SHEET S-002 FOR LIGHTWEIGHT CONCRETE MIX DESIGN FOR HIGH

SECURITY MAGAZINE DOOR.

D.

C.

A. 3 INCH

B. 2 INCH

2 INCH

2 INCH

MINIMUM CONCRETE PROTECTION (COVER) FOR REINFORCEMENT MUST BE

PROVIDED AS FOLLOWS UNLESS SPECIFICALLY CALLED OUT OTHERWISE IN

PLANS AND DETAILS:

CONCRETE PLACED AGAINST EARTH.

CONCRETE PLACED AGAINST FORM AND

LATER EXPOSED TO EARTH OR WEATHER.

COLUMNS AND BEAMS (FROM TIE OR STIRRUP).

SLAB EXPOSED TO WEATHER OR GROUND.

E. 3/4 INCHSLABS AND WALLS (NOT EXPOSED

TO WEATHER OR GROUND).

NEAR SIDE

FAR SIDE

STRUCTURAL ABBREVIATIONS:

TOP OF SLAB, TOP OF STEEL

UNLESS NOTED OTHERWISE

VERTICAL

HORIZONTAL

JOINT

INTERMEDIATE

INFORMATION WITH

COMPLETE JOINT PENETRATION

ANCHOR BOLT

GAUGE

FOOT OR FEET

FINISH FLOOR

FINISH

FLOOR

EXTERIOR

EACH SIDE

EQUAL

EACH FACE

EACH

DRAWING

DIMENSION

DIAMETER

DETAIL

DOUBLE

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COLUMN

CLEAR (ANCE)

CAST-IN-PLACE

BOTTOM

BEAM

ARCHITECTURAL

APPROXIMATE

ALTERNATE

MINIMUM

ON CENTER

REQUIRED

SCHEDULE

SECTION

STANDARD

THROUGH

STIFFENER

MISCELLANEOUS

NOT IN CONTRACT

NOT TO SCALE

OPPOSITE HAND

REINFORCEMENT

SPECIFICATIONS

STRUCTURAL

TYPICAL

RADIUS

SHEET

SIMILAR

SQUARE

OPENING

PLATE

MAXIMUM

LONGITUDINAL

LONG LEG VERTICAL

LONG LEG HORIZONTAL

MANUFACTURER

TEMPERATURE STEEL

NS

FS

VERT, (V)

HORIZ, (H)

JT

INTERM

INFO W/

GA

FT

FIN FL

FIN

FL

EXT

ES

EQ

EF

EA

DWG

DIM

DIA

DET

DBL

CONT

CONSTR

CJP

CONN

CONC

COL

CLR

CIP

BOT

BM

ARCH

APPROX

ALT

AB

UNO

TYP

TOS

THRU

STRUCT

STIFF

STD

SQ

SPECS

SIM

SHT

SECT

SCHED

REQ'D

REINF

RAD

PL

OPNG

OH

OC

NTS

NIC

MISC

MIN

MANUF, MFR

MAX

LONGIT

LLV

LLH

TEMP

EJ EXPANSION JOINT

OF OUTSIDE FACE

ADDITIONALADD'L

CONSTRUCTION JOINTCJ

MECHANICALMECH

PANEL JOINTPJ

HSS HOLLOW STRUCTURAL SECTION

SLAB-ON-GRADESOG

DEFORMED BAR ANCHORDBA

HEADED ANCHOR STUDHAS

DISTANCEDIST

IF INSIDE FACE

THICKTHK

SPACESPA

PART NUMBERPN

GENERAL:

CONTROL JOINTCLJ

9.

10.

(SHEET TYPE, ROLL

TYPE NOT ACCEPTABLE)

4.

STRUCTURAL STEEL:

GALVANIZED IRONGI

TOPT

FOOTINGFTG

7. UNLESS OTHERWISE NOTED WELD ALL SHOP CONNECTIONS AND BOLT ALL FIELD

CONNECTIONS. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS,

UNLESS OTHERWISE DETAILED.

8. DO NOT CUT OR BURN HOLES IN STRUCTURAL STEEL WITHOUT THE APPROVAL OF THE

CONTRACTING OFFICER.

9. SPLICING OF STRUCTURAL STEEL IS NOT PERMITTED UNLESS APPROVED IN WRITING BY

THE CONTRACTING OFFICER.

10. GROUT BELOW BASE PLATES WITH NON-SHRINK GROUT WITH COMPRESSIVE STRENGTH,

f'c = 5,000 PSI.

11. COAT ALL STRUCTURAL STEEL EXPOSED TO SOIL WITH TWO COATS OF COAL TAR EPOXY.

EPOXY MUST MEET THE REQUIREMENTS OF PAINT SPECIFIC SSPC-PAINT 16.

12. BLAST DOOR AND COMPONENTS MUST MEET THE FOLLOWING TOLERANCES.

A. BLAST DOOR MUST HAVE A TOTAL MAX FLATNESS TOLERANCE OF ±1/4" VERTICALLY

AND HORIZONTALLY.

B. TRENCHES AND DOOR GUIDE RAIL MUST HAVE A ±1/4" MAX DIFFERENTIAL

TOLERANCE PER EVERY 37'-0".

C. SECURITY PILASTER AND ALL OTHER VERTICAL AND HORIZONTAL DOOR BEARING

SURFACES MUST HAVE A ±1/4" MAX TOTAL TOLERANCE.

STRUCTURAL STEEL (CONT):

FOUNDATIONFDN

OPENINGS OR PENETRATIONS OF ANY SIZE IN BLAST-RESISTING STRUCTURAL

COMPONENTS (BLAST DOOR, HEADER BEAM, HEADWALL, PILASTERS, ROOF

PANEL, SIDE WALLS, REAR WALL) THAT ARE UNPLANNED OR NOT SHOWN IN THE

DRAWINGS ARE NOT PERMITTED TO BE CONSTRUCTED WITHOUT PRIOR

APPROVAL FROM THE CONTRACTING OFFICER.

C.

6. WELDING OF REINFORCING STEEL IS PROHIBITED.

SS STAINLESS STEEL

THESE CONSTRUCTION DOCUMENTS ARE CONSTRUCTION STANDARDS FOR THE

NAVY CLWS DOUBLE BAY STANDARD MAGAZINES AND HAVE BEEN SITE ADAPTED

BY THE DOR.

1.

TBD TO BE DETERMINED

ASTM A706 GRADE 60 IS NOT EQUIVALENT AND IS NOT ACCEPTABLE.

ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 12877611 SHT 2 OF 51

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A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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AV

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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SMS/CWJ

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HPN

1667770

SCALE:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

EPROJECT NO.:

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLOD FEAD

DIRECTOR NEW LONDON, GROTEN, CT

05/27/2025

THESE DRAWINGS ARE AN EXACT REPLICA OF THE STANDARD MAGAZINE TYPE

"CLWS" PROVIDED BY NAVFAC. THE DESIGN WILL BE SITE ADAPTED AND MODIFIED

TO MEET THE SPECIFIC GEOTECHNICAL AND LOADING CONDITIONS SPECIFIC TO

NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT.

1. THE STRUCTURAL DESIGN AND CONSTRUCTION MUST COMPLY WITH THE

FOLLOWING GOVERNMENT STANDARDS:

· UFC 1-200-01, "DESIGN: GENERAL BUILDING REQUIREMENTS"

· FC 1-300-09N, "NAVY AND MARINE CORPS DESIGN PROCEDURES"

2. DESIGN LOADS:

THE FOLLOWING LOADS WERE USED AS BASIS OF DESIGN:

A. DEAD LOADS: ACTUAL WEIGHT

a. SOIL: 110 PCF

B. LIVE LOADS:

a. CANOPY ROOF: 20 PSF

b. ROOF: 100 PSF

c. MAGAZINE FLOOR: 32K (HS 20-44 AXLE)

70.5K (SIDELOADER AXLE)

15K (FORKLIFT AXLE)

31K (CPS CONTAINER EACH)

2,000 PSF (UNIFORM)

d. MECHANICAL ROOM FLOOR: 150 PSF (UNIFORM)

3. WIND DESIGN DATA:

A. DESIGN WIND SPEED: 210 MPH

B. EXPOSURE: "C"

C. RISK CATEGORY: III

4. SEISMIC DESIGN DATA:

A. RISK CATEGORY: III

B. IMPORTANCE FACTOR: 1.25

C. SEISMIC DESIGN CATEGORY: D

D. SITE SEISMICITY: SS = 2.79g

S1 = 0.68g

E. SITE CLASS: D

5. SNOW DESIGN DATA:

A. GROUND SNOW LOAD: 45

B. EXPOSURE FACTOR: 1.0 PSF

C. IMPORTANCE FACTOR: 1.10

D. THERMAL FACTOR: 1.2

6. EXPLOSIVE SAFETY DESIGN LOADS:

A. EXPLOSIVE SAFETY DESIGN LOADS FOR DOOR AND ROOF OF MAGAZINES

ARE PRESCRIBED BY NAVFAC EXWC. DESIGN GUIDANCE IS PROVIDED BY

UFC 3-340-02 2008.

B. TRIANGULAR PULSE LOAD VALUES BASED ON NAVFAC EXWC - DESIGNED

CRITERIA: CONTAINERIZED LONG WEAPONS STORAGE EARTH COVERED

MAGAZINES, DATED NOVEMBER 2019:

C. APPROVED LOCATION AND STORAGE CAPACITY OF EACH ECM MUST BE

DETERMINED BY THE SAFETY OFFICER BASED ON ORIENTATION AND

PROXIMITY RELATIVE TO NEARBY FACILITIES/MAGAZINES.

MEMBER PEAK PRESSURE IMPULSE DURATION

HEAD WALL AND DOOR 301 PSI 2,119 PSI-MS 14.08 MS ROOF

176.3 PSI 1,640 PSI-MS 18.60 MS

1. THE FOUNDATIONS HAVE BEEN DESIGNED USING THE FOLLOWING ALLOWABLE

BEARING PRESSURES:

A. DEAD PLUS LIVE LOAD: 4,000 PSF

B. TOTAL DESIGN LOAD (INCLUDING WIND OR SEISMIC, TRANSIENT LOAD

FACTOR = 1.33): 5,300 PSF

C. BLAST DESIGN LOAD (DYNAMIC INCREASE FACTOR = 2.5): 10,000 PSF

2. EARTH COVER MATERIAL TO BE USED AS MAGAZINE COVER AND WITHIN THE

EMBANKMENT IS TO BE NON-EXPANSIVE, FREE OF DELETERIOUS MATERIAL AND

MEET THE FOLLOWING CHARACTERISTICS:

A. ALLOWABLE WET SOIL DENSITY: 110 - 120 PCF.

B. ASTM D2487 CLASSIFICATION: SM, SM-SC, SC.

C. ASTM D1140 MATERIAL FINER THAN #200 SIEVE (0.075MM) -MIN. 25%: MAX. 50%.

D. MAXIMUM PARTICLE SIZE: 1 INCH

E. ASTM D4318: MAX LIQUID LIMIT = 35, MAX PLASTICITY INDEX = 12.

F. REQUIREMENTS FOR EARTH COVER ECMS IN ACCORDANCE WITH DEFENSE

EXPLOSIVES SAFETY REGULATION (DESR) 6055.09.

3. RETAINING WALLS HAVE BEEN DESIGNED USING THE FOLLOWING CRITERIA.

A. PASSIVE EQUIVALENT FLUID PRESSURE: 300 PSF/FT

B. AT-REST LATERAL PRESSURE w/ 2:1 BACKFILL (RESTRAINED):

· WITHOUT SEISMIC: 32 PSF/ FT

· WITH SEISMIC: 68 PSF/ FT

C. CANTILEVERED WALL LATERAL PRESSURE (UNRESTRAINED):

· WITHOUT SEISMIC: 40 PSF/ FT

· WITH SEISMIC: 102 PSF/ FT

D. FRICTION FACTOR BETWEEN SOIL AND CONCRETE PLACED AGAINST SOIL:

0.35

E. FRICTION FACTOR BETWEEN SOIL AND CONCRETE PLACED AGAINST

FORMWORK: 0.25

F. MINIMUM SOIL COHESIVE STRENGTH: 500 PSF

4. SAND MATERIAL USED AS A FREE-DRAINING LAYER AT THE EXTERIOR CONCRETE

SURFACES AT THE ROOF PANEL, ENDWALL, AND SIDEWALLS MUST MEET

MINIMUM REQUIREMENTS FOR ECMS IN ACCORDANCE WITH DEFENSE

EXPLOSIVES SAFETY REGULATION (DESR) 6055.09.

5. STRUCTURAL DRAWINGS INDICATE GENERAL SOG AND FOUNDATION

PREPARATION. SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.

6. ALL FILLING, BACKFILLING AND COMPACTING MUST BE PER PROJECT

SPECIFICATION. COMPACTION OF SOILS ON TOP OF MAGAZINE MUST BE

PERFORMED WITH HAND COMPACTION TOOLS ONLY.

7. EXPANSIVE SOILS MUST NOT BE USED FOR BACKFILL OR FILL. BACKFILL AT

RETAINING WALLS MUST CONFORM TO THE PROJECT SPECIFICATIONS.

8. ALL EXCAVATIONS MUST BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL

BEHIND RETAINING WALLS BEFORE CONCRETE HAS ATTAINED FULL DESIGN

STRENGTH. CONTRACTOR MUST BRACE OR PROTECT ALL BUILDING AND PIT

WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE

COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR

MUST PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.

9. CONTRACTOR MUST PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM

SURFACE WATER, GROUND WATER AND SEEPAGE.

10. CONTRACTOR MUST PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING,

SHEETING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS.

11. EXCAVATION FOR FOUNDATIONS MUST BE APPROVED BY THE CONTRACTING

OFFICER PRIOR TO PLACING THE REINFORCING AND CONCRETE.

12. SHALLOW FOOTING FOUNDATIONS MUST BE PLACED AND INSTALLED IN

ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS

PREPARED FOR THE PROJECT.

13. FOUNDATION BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA

MUST BE MECHANICALLY COMPACTED IN LAYERS PER THE SPECIFICATIONS TO

THE APPROVAL OF THE CONTRACTING OFFICER. FLOODING WILL NOT BE

PERMITTED.

14. NEW FOUNDATIONS MUST BEAR ON APPROVED, UNDISTURBED, NATURAL

SUBGRADE SOILS OR ON PROPERLY COMPACTED AND APPROVED FILL

MATERIALS PLACED DIRECTLY ABOVE APPROVED SUBGRADES AS INDICATED IN

CONSTRUCTION DRAWINGS AND SPECIFICATIONS.

1. DETAIL, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE "AISC

SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS," LATEST EDITION.

2. CONTRACTOR MUST REVIEW AND APPROVE STRUCTURAL STEEL SHOP DRAWINGS PRIOR TO

SUBMITTAL TO THE CONTRACTING OFFICER. DO NOT BEGIN FABRICATION PRIOR TO THE

COMPLETION OF THE SHOP DRAWING REVIEW PROCESS.

3. FURNISH STRUCTURAL STEEL THAT IS NEW, CLEAN, STRAIGHT, AND CONFORMING TO THE

FOLLOWING STANDARD SPECIFICATION, LATEST EDITION:

A. STRUCTURAL STEEL WIDE FLANGE: ASTM A992

B. STRUCTURAL STEEL CHANNELS, ANGLES, S-SHAPES, AND PLATES: ASTM A992 OR ASTM

A572, GRADE 50

C. HOLLOW STRUCTURAL STEEL SECTIONS: ASTM A500, GRADE C

D. ANCHOR BOLTS: ASTM F1554 (GRADE SPECIFIED AS REQUIRED)

E. HIGH STRENGTH BOLTS: ASTM F3125 GRADE A325

F. HEADED STUD ANCHORS: ASTM A29 (TYPE B)

G. SUBSTITUTIONS OF STEEL SHAPES IS NOT PERMITTED.

4. STRUCTURAL STEEL MUST CONFORM TO THE FOLLOWING PROPERTIES OR COATINGS:

A. ALL WELDMENT AND EMBEDMENTS FABRICATED FOR THE DOOR JAMB, HEAD, LOCKING

PILASTER, AND TRENCH MUST BE MADE OF TYPE 304 STAINLESS STEEL PER ASTM A240.

B. ALL DOOR STRUCTURAL STEEL MUST BE PRIMED AND PAINTED AFTER FABRICATION.

REFER TO DOOR COATINGS NOTES ON S-003.

C. ALL OTHER STRUCTURAL STEEL INCLUDING CANOPY FRAMING MUST BE HOT DIP

GALVANIZED PER ASTM A123 AND COATED A MINIMUM DRY FILM THICKNESS (DFT) OF 12

MILS IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:

a. PRIMER COAT: SOLVENT-BASED TWO COMPONENT EPOXY ANTI-CORROSIVE PRIMER

(3-5 MILS), MPI (THE MASTER PAINTERS INSTITUTE) #101.

b. INTERMEDIATE COAT: HIGH SOLIDS EPOXY COATING (3-5 MILS). MPI #108.

c. TOP COAT: HIGH SOLIDS POLYURETHANE COATING (3-5 MILS). MPI #72.

D. GALVANIZE STRUCTURAL STEEL AFTER FABRICATION WHERE PRACTICAL. REPAIR

DAMAGED GALVANIZED COATING USING ASTM A780 ZINC-RICH PAINT. FIELD CUTTING OF

ANY HOT-DIP GALVANIZED HARDWARE IS NOT PERMITTED.

5. REPAIR ABRADED AND RUSTED SHOP PAINT WITH SAME PAINT AS SPECIFIED IN STRUCTURAL

STEEL NOTE 4C.

6. WELDING MUST COMPLY WITH THE “STRUCTURAL WELDING CODE - STEEL” (AWS D1.1) AND

THE "STRUCTURAL WELDING CODE - STAINLESS STEEL" (AWS D1.6). WELD ELECTRODES MUST

BE E70XX FOR STEEL AND E308L FOR STAINLESS STEEL. PASSIVATION OF STAINLESS STEEL

WELDS MUST BE PERFORMED PER ASTM A380. UNLESS OTHERWISE NOTED, MINIMUM WELD

SIZE MUST BE 1/4 INCH CONTINUOUS FILLET WELD.

ABOVE FINISHED GRADEAFG

CAST IRONCI

PARTIAL CONTROL JOINTPCJ

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

GENERAL:

DESIGN CRITERIA:

CONSTRUCTION PROCEDURES & SAFETY REQUIREMENTS:

FOUNDATIONS:

CAST-IN-PLACE CONCRETE:

DESIGN CRITERIA: (CONTINUED) FOUNDATIONS: (CONTINUED) CAST-IN-PLACE CONCRETE: (CONTINUED)

S-001

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

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1667770

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLOD FEAD

DIRECTOR NEW LONDON, GROTEN, CT

05/27/2025

THESE DRAWINGS ARE AN EXACT REPLICA OF THE STANDARD MAGAZINE TYPE "G"

PROVIDED BY NAVFAC. THE DESIGN WILL BE SITE ADAPTED AND MODIFIED TO MEET

THE SPECIFIC GEOTECHNICAL AND LOADING CONDITIONS SPECIFIC TO NAVAL

SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT.

STRUCTURAL ABBREVIATIONS:

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1. THESE CONSTRUCTION DOCUMENTS ARE CONSTRUCTION STANDARDS FOR THE NAVY TYPE G THESE CONSTRUCTION DOCUMENTS ARE CONSTRUCTION STANDARDS FOR THE NAVY TYPE G STANDARD MAGAZINES AND HAVE BEEN SITE ADAPTED BY THE EOR. 2. ALL MATERIALS AND WORKMANSHIP MUST CONFORM TO THE DRAWINGS AND SPECIFICATIONS. ALL MATERIALS AND WORKMANSHIP MUST CONFORM TO THE DRAWINGS AND SPECIFICATIONS. 3. EQUIPMENT PENETRATION OPENINGS AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE FOR EQUIPMENT PENETRATION OPENINGS AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE FOR INFORMATION ONLY AND MUST BE VERIFIED WITH THE APPROPRIATE DRAWING AND/OR EQUIPMENT SUPPLIER BEFORE CONSTRUCTION. A. SEE STRUCTURAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS SEE STRUCTURAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCT WORK, PIPES AND PIPE SLEEVES. B. OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN STRUCTURAL OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN STRUCTURAL DRAWINGS MUST NOT BE PLACED WITHOUT WRITTEN NOTIFICATION OF THE CONTRACTING OFFICER. C. OPENINGS OR PENETRATIONS OF ANY SIZE IN BLAST-RESISTING STRUCTURAL OPENINGS OR PENETRATIONS OF ANY SIZE IN BLAST-RESISTING STRUCTURAL COMPONENTS (BLAST DOOR, HEADER BEAM, PARAPET BEAM, PILASTERS, ROOF PANEL, SIDE WALLS, REAR WALL, INTERIOR COLUMNS) THAT ARE UNPLANNED OR NOT SHOWN IN THE DRAWINGS ARE NOT PERMITTED TO BE CONSTRUCTED WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER. 4. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL SYSTEM. REFER TO OTHER THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL SYSTEM. REFER TO OTHER DRAWINGS FOR ORNAMENTS, GROOVES, CLIPS, GROUNDS, SLAB DEPRESSIONS, CURBS, EQUIPMENT PADS, PENETRATIONS, NON-BEARING WALLS AND OTHER NON-STRUCTURAL ITEMS. 5. GENERAL NOTES AND STANDARD DETAILS MUST BE USED WHERE APPLICABLE, UNLESS NOTED GENERAL NOTES AND STANDARD DETAILS MUST BE USED WHERE APPLICABLE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON THE DRAWINGS MUST TAKE PRECEDENCE OVER GENERAL NOTES AND STANDARD DETAILS. WHERE CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, MOST STRINGENT WILL GOVERN. CONTACT THE CONTRACTING OFFICER IN WRITING FOR CLARIFICATION BEFORE PROCEEDING WITH WORK. 6. ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONTRACT ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN WRITING BEFORE PROCEEDING WITH ANY WORK INVOLVED. 7. DIMENSIONS MUST NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE DIMENSIONS MUST NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE STRUCTURAL DRAWINGS. 8. COORDINATE WITH THE CONTRACTING OFFICER FOR PROCUREMENT AND INSTALLATION OF COORDINATE WITH THE CONTRACTING OFFICER FOR PROCUREMENT AND INSTALLATION OF INTERNAL LOCKING DEVICE (ILD), BOLTWORKS, AND THE DISTRIBUTION OF KEY SETS FOR EACH MAGAZINE DOOR. THE ILD MUST BE PROCURED WITH TWO UNIQUE KEYS IN ORDER TO OPERATE THE BOLTWORKS. 9. CONTACT THE DoD LOCK PROGRAM FOR DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, CONTACT THE DoD LOCK PROGRAM FOR DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, AND A LIST OF RECOMMENDED MANUFACTURERS FOR MAGAZINE DOORS. THE GOVERNMENT WILL PROVIDE THE INTERNAL LOCKING DEVICE (ILD): A. DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks B. EMAIL: ILD_Field_Support@navy.mil C. ILD SUPPORT HOTLINE: 805-982-5625. D. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR 805-982-1212. 10. COORDINATE WITH THE CONTRACTING OFFICER FOR THE CONNECTION OF THE BALANCED COORDINATE WITH THE CONTRACTING OFFICER FOR THE CONNECTION OF THE BALANCED MAGNETIC SWITCH (BMS) ON THE DOOR AND THE ILD, WHICH MUST BE INSTALLED AND CONNECTED TO THE INTRUSION DETECTION SYSTEM (IDS) BY NIWC.

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1. THE STRUCTURAL DESIGN AND CONSTRUCTION MUST COMPLY WITH THE FOLLOWING THE STRUCTURAL DESIGN AND CONSTRUCTION MUST COMPLY WITH THE FOLLOWING GOVERNMENT STANDARDS: A. UFC 1-200-01, "DESIGN: GENERAL BUILDING REQUIREMENTS" UFC 1-200-01, "DESIGN: GENERAL BUILDING REQUIREMENTS" B. FC 1-300-09N, "NAVY AND MARINE CORPS DESIGN PROCEDURES" FC 1-300-09N, "NAVY AND MARINE CORPS DESIGN PROCEDURES" 2. DESIGN LOADS: DESIGN LOADS: THE FOLLOWING LOADS WERE USED AS BASIS OF DESIGN. A. DEAD LOADS ACTUAL WEIGHT DEAD LOADS ACTUAL WEIGHT ACTUAL WEIGHT a. SOIL 110 PCF SOIL 110 PCF 110 PCF B. LIVE LOADS LIVE LOADS a. CANOPY ROOF 20 PSF CANOPY ROOF 20 PSF 20 PSF b. MAGAZINE AND MECHANICAL ROOM ROOF 100 PSF MAGAZINE AND MECHANICAL ROOM ROOF 100 PSF 100 PSF c. MAGAZINE FLOOR 1,250 PSF (UNIFORM) MAGAZINE FLOOR 1,250 PSF (UNIFORM) 1,250 PSF (UNIFORM) (UNIFORM) 32K (HS20-44 AXLE) (HS20-44 AXLE) 15K (FORKLIFT AXLE) (FORKLIFT AXLE) 31K (CPS CONTAINER EACH) (CPS CONTAINER EACH) - TWO (2) STACKED CPS CONTAINERS - ONE (1) CPS CONTAINER IN CONCURRENCE WITH TRUCK TRAILER HS20-44 AXLE - ONE (1) CPS CONTAINER IN CONCURRENCE WITH FORKLIFT d. MECHANICAL ROOM FLOOR 150 PSF (UNIFORM) MECHANICAL ROOM FLOOR 150 PSF (UNIFORM) 150 PSF (UNIFORM) (UNIFORM) 3. WIND DESIGN DATA WIND DESIGN DATA A. ULTIMATE WIND SPEED: 210 MPH ULTIMATE WIND SPEED: 210 MPH 210 MPH B. WIND SPEED (ALLOWABLE STRESS DESIGN) 163 MPH WIND SPEED (ALLOWABLE STRESS DESIGN) 163 MPH 163 MPH C. EXPOSURE: C EXPOSURE: C C D. RISK CATEGORY: III RISK CATEGORY: III III 4. SEISMIC DESIGN DATA SEISMIC DESIGN DATA A. RISK CATEGORY: III RISK CATEGORY: III III B. IMPORTANCE FACTOR: 1.25 IMPORTANCE FACTOR: 1.25 1.25 C. SEISMIC DESIGN CATEGORY: D SEISMIC DESIGN CATEGORY: D D D. SITE SEISMICITY: Ss = 2.79g, S1 = 0.68g SITE SEISMICITY: Ss = 2.79g, S1 = 0.68g Ss = 2.79g, S1 = 0.68g E. SITE CLASS: DSITE CLASS: DD

AutoCAD SHX Text MEMBER PEAK PRESSURE IMPULSE DURATION PEAK PRESSURE IMPULSE DURATION IMPULSE DURATION DURATION DOOR AND HEADER BEAM 249 PSI 2,084 PSI-M S 16.7 M S 249 PSI 2,084 PSI-M S 16.7 M S 2,084 PSI-M S 16.7 M S 16.7 M S ROOF SLAB 142 PSI 1,626 PSI-M S 22.9 M S SLAB 142 PSI 1,626 PSI-M S 22.9 M S 142 PSI 1,626 PSI-M S 22.9 M S 1,626 PSI-M S 22.9 M S 22.9 M S ROOF PARAPET 108 PSI 1,508 PSI-M S 27.9 M S108 PSI 1,508 PSI-M S 27.9 M S1,508 PSI-M S 27.9 M S27.9 M S

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1. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES MUST INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, ETC. 2. THE CONTRACTOR MUST ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE THE CONTRACTOR MUST ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES MUST BE USED DURING CONSTRUCTION. THE CONTRACTOR MUST ALSO PROVIDE THEIR OWN THIRD-PARTY INSPECTOR TO REVIEW AND VERIFY INSTALLATION OF ALL TEMPORARY PRECAUTIONARY MEASURES. 3. THE CONTRACTOR MUST SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN THE CONTRACTOR MUST SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN RESPONSIBILITY FOR COORDINATING THE WORK OF ALL TRADES AND THE CHECKING OF ALL DIMENSIONS. ALL DISCREPANCIES MUST BE CALLED TO THE ATTENTION OF THE CONTRACTING OFFICER AND MUST BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 4. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, FEDERAL, THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE, FEDERAL, AND INTERNATIONAL LAWS, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) AND REGULATIONS ADOPTED PURSUANT THERETO. 5. CONSTRUCTION LOADS INCLUDING MATERIALS MUST NOT EXCEED THE DESIGN LIVE LOAD. CONSTRUCTION LOADS INCLUDING MATERIALS MUST NOT EXCEED THE DESIGN LIVE LOAD. PROVIDE ADEQUATE SHORING, RESHORING AND/OR BRACING WHERE REQUIRED.

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1. THE FOUNDATIONS HAVE BEEN DESIGNED USING THE FOLLOWING ALLOWABLE BEARING THE FOUNDATIONS HAVE BEEN DESIGNED USING THE FOLLOWING ALLOWABLE BEARING PRESSURES: A. DEAD PLUS LIVE LOAD: 4,000 PSF DEAD PLUS LIVE LOAD: 4,000 PSF 4,000 PSF B. TOTAL DESIGN LOAD 5,300 PSF TOTAL DESIGN LOAD 5,300 PSF 5,300 PSF (INCLUDING WIND OR SEISMIC, TRANSIENT LOAD FACTOR = 1.33) C. BLAST DESIGN LOAD 10,000 PSF BLAST DESIGN LOAD 10,000 PSF 10,000 PSF (DYNAMIC INCREASE FACTOR = 2.5): 2. EARTH COVER MATERIAL TO BE USED AS MAGAZINE COVER AND WITHIN THE EMBANKMENT IS EARTH COVER MATERIAL TO BE USED AS MAGAZINE COVER AND WITHIN THE EMBANKMENT IS TO BE NON-EXPANSIVE, FREE OF DELETERIOUS MATERIAL AND MEET THE FOLLOWING CHARACTERISTICS: A. ALLOWABLE WET SOIL DENSITY: 110 - 120 PCF. ALLOWABLE WET SOIL DENSITY: 110 - 120 PCF. B. ASTM D2487 CLASSIFICATION: SM, SM-SC, SC ASTM D2487 CLASSIFICATION: SM, SM-SC, SC C. ASTM D1140 MATERIAL FINER THAN #200 SIEVE -MIN. 25%: MAX. 50% ASTM D1140 MATERIAL FINER THAN #200 SIEVE -MIN. 25%: MAX. 50% D. MAXIMUM PARTICLE SIZE: 1" MAXIMUM PARTICLE SIZE: 1" E. ASTM D4318: MAX LIQUID LIMIT = 35, MAX PLASTICITY INDEX = 12. ASTM D4318: MAX LIQUID LIMIT = 35, MAX PLASTICITY INDEX = 12. F. REQUIREMENTS FOR EARTH COVERM FOR ECMS MUST BE IN ACCORDANCE WITH REQUIREMENTS FOR EARTH COVERM FOR ECMS MUST BE IN ACCORDANCE WITH DEFENSE EXPLOSIVES SAFETY REGULATION (DESR) 6055.09 AND UFC 4-420-01. 3. RETAINING WALLS HAVE BEEN DESIGNED USING THE FOLLOWING CRITERIA. RETAINING WALLS HAVE BEEN DESIGNED USING THE FOLLOWING CRITERIA. A. PASSIVE EQUIVALENT FLUID PRESSURE: 300 PSF / FT PASSIVE EQUIVALENT FLUID PRESSURE: 300 PSF / FT 300 PSF / FT B. AT-REST LATERAL PRESSURE WITH 2:1 BACKFILL (RESTRAINED): AT-REST LATERAL PRESSURE WITH 2:1 BACKFILL (RESTRAINED): a. WITHOUT SEISMIC: 33 PSF / FT WITHOUT SEISMIC: 33 PSF / FT 33 PSF / FT b. WITH SEISMIC 71 PSF / FT WITH SEISMIC 71 PSF / FT 71 PSF / FT C. CANTILEVERED WALL LATERAL PRESSURE (UNRESTRAINED): CANTILEVERED WALL LATERAL PRESSURE (UNRESTRAINED): a. WITHOUT SEISMIC: 40 PSF / FT WITHOUT SEISMIC: 40 PSF / FT 40 PSF / FT b. WITH SEISMIC 102 PSF / FT WITH SEISMIC 102 PSF / FT 102 PSF / FT D. FRICTION FACTOR BETWEEN SOIL AND CONCRETE FRICTION FACTOR BETWEEN SOIL AND CONCRETE PLACED AGAINST SOIL: 0.35 0.35 E. FRICTION FACTOR BETWEEN SOIL AND CONCRETE FRICTION FACTOR BETWEEN SOIL AND CONCRETE PLACED AGAINST FORMWORK: 0.25 0.25 F. MINIMUM SOIL COHESIVE STRENGTH: 500 PSFMINIMUM SOIL COHESIVE STRENGTH: 500 PSF500 PSF

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1. THE DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE MUST CONFORM THE DESIGN AND CONSTRUCTION OF REINFORCED CONCRETE MUST CONFORM TO THE ACI BUILDING CODE (ACI 318) AND THE FOLLOWING CODES AND STANDARD SPECIFICATIONS: A. CONCRETE MIXING ASTM C94 CONCRETE MIXING ASTM C94 ASTM C94 B. CONCRETE PLACEMENT ACI 304 CONCRETE PLACEMENT ACI 304 ACI 304 2. MATERIAL MUST CONFORM TO ALL OF THE FOLLOWING STANDARD MATERIAL MUST CONFORM TO ALL OF THE FOLLOWING STANDARD SPECIFICATIONS, LATEST EDITION: A. PORTLAND CEMENT ASTM C150, TYPE I OR II PORTLAND CEMENT ASTM C150, TYPE I OR II ASTM C150, TYPE I OR II B. CONCRETE AGGREGATES ASTM C33 CONCRETE AGGREGATES ASTM C33 ASTM C33 C. REINFORCING STEEL ASTM A615 DEFORMED BARS REINFORCING STEEL ASTM A615 DEFORMED BARS ASTM A615 DEFORMED BARS (GRADE 60) ASTM A706 GRADE 60 IS NOT EQUIVALENT AND IS NOT ACCEPTABLE. D. WELDED WIRE FABRIC ASTM A1064 WELDED WIRE FABRIC ASTM A1064 ASTM A1064 (SHEET TYPE ONLY, ROLL TYPE NOT ACCEPTABLE) 3. CONCRETE MUST ATTAIN THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS, CONCRETE MUST ATTAIN THE FOLLOWING 28-DAY COMPRESSIVE STRENGTHS, UNLESS OTHERWISE INDICATED: A. ALL STRUCTURAL CONCRETE: 5,000 PSI ALL STRUCTURAL CONCRETE: 5,000 PSI 5,000 PSI B. LEAN CONCRETE 3,000 PSI LEAN CONCRETE 3,000 PSI 3,000 PSI 4. CHLORIDES OR CHLORIDE SALTS ARE NOT ALLOWED IN THE CONCRETE MIXES. CHLORIDES OR CHLORIDE SALTS ARE NOT ALLOWED IN THE CONCRETE MIXES. 5. ALL REINFORCING STEEL DETAILING AND PLACEMENT MUST CONFORM TO THE ALL REINFORCING STEEL DETAILING AND PLACEMENT MUST CONFORM TO THE ACI DETAILING MANUAL PUBLICATION SP-66, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI-318, AND THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI-315. PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT BARS, ETC., TO MAINTAIN SPECIFIED COVER FOR THE ENTIRE LENGTH OF ALL REINFORCING. SECURE ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS IN POSITION PRIOR TO PLACING CONCRETE. 6. WELDING OF REINFORCING STEEL IS PROHIBITED.WELDING OF REINFORCING STEEL IS PROHIBITED.

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5. SNOW DESIGN DATA: SNOW DESIGN DATA: A. GROUND SNOW LOAD: 45 PSF GROUND SNOW LOAD: 45 PSF 45 PSF B. EXPOSURE FACTOR: 1.0 EXPOSURE FACTOR: 1.0 1.0 C. IMPORTANCE FACTOR: 1.10 IMPORTANCE FACTOR: 1.10 1.10 D. THERMAL FACTOR: 1.2 THERMAL FACTOR: 1.2 1.2 6. EXPLOSIVES SAFETY DESIGN LOADS: EXPLOSIVES SAFETY DESIGN LOADS: A. EXPLOSIVES SAFETY DESIGN LOADS FOR DOOR AND ROOF OF MAGAZINES ARE EXPLOSIVES SAFETY DESIGN LOADS FOR DOOR AND ROOF OF MAGAZINES ARE PRESCRIBED BY NAVFAC EXWC. DESIGN GUIDANCE IS PROVIDED BY UFC 3-340-02 2008 WITH CHANGE 2, 1 SEPT 2014. B. TRIANGULAR PULSE LOAD VALUES BASED ON NAVFAC EXWC TECHNICAL REPORT TRIANGULAR PULSE LOAD VALUES BASED ON NAVFAC EXWC TECHNICAL REPORT TR-NAVFAC EXWC-SH-2202, BASIS OF DESIGN FOR EXPLOSIVE SAFETY FOR UPDATES TO NAVY TYPE C AND TYPE D EARTH-COVERED MAGAZINES AND NAVY MODULAR STORAGE MAGAZINE, DATED SEPTEMBER 2021: C. APPROVED LOCATION AND STORAGE CAPACITY OF EACH ECM MUST BE DETERMINED BY APPROVED LOCATION AND STORAGE CAPACITY OF EACH ECM MUST BE DETERMINED BY THE SAFETY OFFICER BASED ON ORIENTATION AND PROXIMITY RELATIVE TO NEARBY FACILITIES/MAGAZINES.

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4. SAND MATERIAL USED AS A FREE-DRAINING LAYER AT THE EXTERIOR SAND MATERIAL USED AS A FREE-DRAINING LAYER AT THE EXTERIOR CONCRETE SURFACES AT THE ROOF PANEL, ENDWALL, AND SIDEWALLS MUST MEET MINIMUM REQUIREMENTS FOR ECMS IN ACCORDANCE WITH DEFENSE EXPLOSIVES SAFETY REGULATION (DESR) 6055.09. 5. FOOTINGS MUST HAVE A MINIMUM WIDTH OF 24 INCHES AND A MINIMUM FOOTINGS MUST HAVE A MINIMUM WIDTH OF 24 INCHES AND A MINIMUM BOTTOM DEPTH OF 24 INCHES BELOW ADJACENT GRADE. STRUCTURAL DRAWINGS INDICATE GENERAL SLAB ON GRADE AND FOUNDATION PREPARATION. SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. 6. STRUCTURAL DRAWINGS INDICATE GENERAL SLAB ON GRADE AND FOUNDATION STRUCTURAL DRAWINGS INDICATE GENERAL SLAB ON GRADE AND FOUNDATION PREPARATION. SEE PROJECT SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. 7. ALL FILLING, BACKFILLING AND COMPACTING MUST BE PER PROJECT ALL FILLING, BACKFILLING AND COMPACTING MUST BE PER PROJECT SPECIFICATION. COMPACTION OF SOILS ON TOP OF MAGAZINE MUST BE PERFORMED WITH HAND COMPACTION TOOLS ONLY. 8. EXPANSIVE SOILS MUST NOT BE USED FOR BACKFILL OR FILL. BACKFILL AT EXPANSIVE SOILS MUST NOT BE USED FOR BACKFILL OR FILL. BACKFILL AT RETAINING WALLS MUST CONFORM TO THE PROJECT SPECIFICATIONS. 9. ALL EXCAVATIONS MUST BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL ALL EXCAVATIONS MUST BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR MUST BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR MUST PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 10. CONTRACTOR MUST PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM CONTRACTOR MUST PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND SEEPAGE. 11. CONTRACTOR MUST PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, CONTRACTOR MUST PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEETING, AND SHORING REQUIRED TO SAFELY RETAIN THE EARTH BANKS. 12. EXCAVATION FOR FOUNDATIONS MUST BE APPROVED BY THE CONTRACTING EXCAVATION FOR FOUNDATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO PLACING THE REINFORCING AND CONCRETE. 13. SHALLOW FOOTING FOUNDATIONS MUST BE PLACED AND INSTALLED IN SHALLOW FOOTING FOUNDATIONS MUST BE PLACED AND INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS PREPARED FOR THE PROJECT. 14. FOUNDATION BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA FOUNDATION BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA MUST BE MECHANICALLY COMPACTED IN LAYERS PER THE SPECIFICATIONS TO THE APPROVAL OF THE CONTRACTING OFFICER. FLOODING WILL NOT BE PERMITTED. 15. NEW FOUNDATIONS MUST BEAR ON APPROVED, UNDISTURBED, NATURAL NEW FOUNDATIONS MUST BEAR ON APPROVED, UNDISTURBED, NATURAL SUBGRADE SOILS OR ON PROPERLY COMPACTED AND APPROVED FILL MATERIALS PLACED DIRECTLY ABOVE APPROVED SUBGRADES AS INDICATED IN CONSTRUCTION DRAWINGS AND SPECIFICATIONS.

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7. MINIMUM CONCRETE PROTECTION (COVER) FOR REINFORCEMENT MUST BE PROVIDED AS MINIMUM CONCRETE PROTECTION (COVER) FOR REINFORCEMENT MUST BE PROVIDED AS FOLLOWS UNLESS SPECIFICALLY CALLED OUT OTHERWISE IN PLANS AND DETAILS: A. CONCRETE PLACED AGAINST EARTH. 3 INCH CONCRETE PLACED AGAINST EARTH. 3 INCH 3 INCH B. CONCRETE PLACED AGAINST FORM 2 INCH CONCRETE PLACED AGAINST FORM 2 INCH 2 INCH AND LATER EXPOSED TO EARTH OR WEATHER. C. COLUMNS AND BEAMS (FROM TIE OR STIRRUP) 2 INCH COLUMNS AND BEAMS (FROM TIE OR STIRRUP) 2 INCH 2 INCH D. SLAB EXPOSED TO WEATHER OR GROUND. 2 INCH SLAB EXPOSED TO WEATHER OR GROUND. 2 INCH 2 INCH E. SLABS AND WALLS 3/4 INCH SLABS AND WALLS 3/4 INCH 3/4 INCH (NOT EXPOSED TO WEATHER OR GROUND). 8. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., MUST BE FORMED WITH 3/4 PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., MUST BE FORMED WITH 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED. 9. PROVIDE SLEEVES FOR ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT PROVIDE SLEEVES FOR ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE CONTRACTING OFFICER IN ADVANCE IF THE FIELD CONDITIONS DO NOT REFLECT THE CONDITIONS SHOWN ON THE DRAWINGS. 10. CONDUIT OR PIPE SIZE (O.D.) MUST NOT EXCEED 30 PERCENT OF SLAB THICKNESS CONDUIT OR PIPE SIZE (O.D.) MUST NOT EXCEED 30 PERCENT OF SLAB THICKNESS AND MUST BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES MUST BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. 11. ALL ROUGHENED SURFACES IN CONCRETE MUST BE MADE WITH A MINIMUM AMPLITUDE ALL ROUGHENED SURFACES IN CONCRETE MUST BE MADE WITH A MINIMUM AMPLITUDE OF 1/4 INCH. 12. SEE SHEET S-002 FOR LIGHTWEIGHT CONCRETE MIX DESIGN FOR HIGH SECURITY SEE SHEET S-002 FOR LIGHTWEIGHT CONCRETE MIX DESIGN FOR HIGH SECURITY MAGAZINE DOOR. 13. VERTICAL CONCRETE ELEMENTS LIKE COLUMNS AND PILASTERS, AS WELL AS HORIZONTAL VERTICAL CONCRETE ELEMENTS LIKE COLUMNS AND PILASTERS, AS WELL AS HORIZONTAL MEMBERS LIKE HEADER BEAMS AND PARAPET BEAMS, ARE GOOD CANDIDATES FOR SELF CONSOLIDATED CONCRETE (SCC). THE CONTRACTOR SHALL CONSIDER THE USE OF SCC FOR THESE ELEMENTS AND/OR ADDITIONAL ELEMENTS IN WHICH REBAR CONGESTION OR ADEQUATE VIBRATORY CONSOLIDATION IS A CONCERN.

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GENERAL STRUCTURAL NOTES

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FJ

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MR

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DW

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NOT TO SCALE

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NEK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

AutoCAD SHX Text AB ANCHOR BOLT ANCHOR BOLT ADD'L ADDITIONAL ADDITIONAL ALT ALTERNATE ALTERNATE ACI AMERICAN CONCRETE INSTITUTE AMERICAN CONCRETE INSTITUTE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECTURAL ARCHITECTURAL BM BEAM BEAM BMS BALANCED MAGNETIC SWITCH BALANCED MAGNETIC SWITCH BOT BOTTOM BOTTOM CI CAST IRON CAST IRON CIP CAST-IN-PLACE CAST-IN-PLACE CL CENTER LINE CENTER LINE CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CLJ CONTROL JOINT CONTROL JOINT CLR CLEAR (ANCE) CLEAR (ANCE) COL COLUMN COLUMN CONC CONCRETE CONCRETE CONN CONNECTION CONNECTION CJP COMPLETE JOINT PENETRATION COMPLETE JOINT PENETRATION CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CONT'D CONTINUED CONTINUED DBA DEFORMED BAR ANCHOR DEFORMED BAR ANCHOR DBL DOUBLE DOUBLE DEG DEGREE DEGREE DET DETAIL DETAIL DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIST DISTANCE DISTANCE DWG DRAWING DRAWING EA EACH EACH EF EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELECT ELECTRICAL ELECTRICAL EOR ENGINEER OF RECORD ENGINEER OF RECORD EQ EQUAL EQUAL ES EACH SIDE EACH SIDE ETC ETCETERA ETCETERA EXT EXTERIOR EXTERIOR FDN FOUNDATION FOUNDATION FL FLOOR FLOOR FIN FINISH FINISH FIN FL FINISH FLOOR FINISH FLOOR FS FAR SIDE FAR SIDE FT FOOT OR FEET FOOT OR FEET FTG FOOTING FOOTING GA GAUGE GAUGE GI GALVANIZED IRON GALVANIZED IRON GFCI GROUND-FAULT CIRCUIT INTERRUPTERS GROUND-FAULT CIRCUIT INTERRUPTERS HAS HEADED ANCHOR STUD HEADED ANCHOR STUD HK HOOK HOOK HORIZ, (H) HORIZONTAL HORIZONTAL HSS HOLLOW STRUCTURAL SECTION HOLLOW STRUCTURAL SECTION HSA HEADED STUD ANCHOR HEADED STUD ANCHOR IDS INTRUSION DETECTION SYSTEM INTRUSION DETECTION SYSTEM INFO INFORMATION INFORMATION INTERM INTERMEDIATE INTERMEDIATE ILD INTERNAL LOCKING DEVICE INTERNAL LOCKING DEVICE IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE IF INSIDE FACE INSIDE FACE IN INCH INCH INTERM INTERMEDIATE INTERMEDIATE LP LOW POINT LOW POINT JT JOINT JOINT lb POUNDS POUNDS LLH LONG LEG HORIZONTAL LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LONG LEG VERTICAL LONGIT LONGITUDINAL LONGITUDINAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MANUF, MFR MANUFACTURER MANUFACTURER MPH MILES PER HOUR MILES PER HOUR MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MTL METAL METAL NIC NOT IN CONTRACT NOT IN CONTRACT NS NEAR SIDE NEAR SIDE NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER oz OUNCES OUNCES OF OUTSIDE FACE OUTSIDE FACE OPNG OPENING OPENING OPP OPPOSITE OPPOSITE PJ PANEL JOINT PANEL JOINT PJP PARTIAL JOINT PENETRATIONS PARTIAL JOINT PENETRATIONS PL PLATE PLATE PN PART NUMBER PART NUMBER PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH RAD RADIUS RADIUS REF REFERENCE REINF REINFORCEMENT REINFORCEMENT REQ'D REQUIRED REQUIRED SCH/SCHED SCHEDULE SCHEDULE SECT SECTION SECTION SHT SHEET SHEET SIM SIMILAR SIMILAR SOG SLAB-ON-GRADE SLAB-ON-GRADE SPA SPACE SPACE SPECS SPECIFICATIONS SPECIFICATIONS SQ SQUARE SQUARE STL STEEL STEEL SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STIFF STIFFENER STIFFENER STRUCT STRUCTURAL STRUCTURAL T TOP TOP TBD TO BE DETERMINED TO BE DETERMINED TEMP TEMPERATURE STEEL TEMPERATURE STEEL THK THICK THICK THRU THROUGH THROUGH TOS TOP OF SLAB, TOP OF STEEL TOP OF SLAB, TOP OF STEEL TYP TYPICAL TYPICAL UFC UNIFIED FACILITIES CRITERIA UNIFIED FACILITIES CRITERIA UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VERT, (V) VERTICAL VERTICAL W/ WITHWITH

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REVISIONS FOR AMENDMENT

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05/19/2026

GENERAL:

DESIGN CRITERIA:

CONSTRUCTION PROCEDURES & SAFETY REQUIREMENTS:

FOUNDATIONS:

CAST-IN-PLACE CONCRETE:

DESIGN CRITERIA: (CONTINUED) FOUNDATIONS: (CONTINUED) CAST-IN-PLACE CONCRETE: (CONTINUED)

FAX: 571.218.1600

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

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1667770

05/27/2025

APPROVED BY LCDR ELIZABETH

OLOKODE NAVFAC NLOD FEAD

DIRECTOR NEW LONDON, GROTEN, CT

S-001

THESE DRAWINGS ARE AN EXACT REPLICA OF THE STANDARD MAGAZINE TYPE "H"

PROVIDED BY NAVFAC. THE DESIGN WILL BE SITE ADAPTED AND MODIFIED TO MEET

THE SPECIFIC GEOTECHNICAL AND LOADING CONDITIONS SPECIFIC TO NAVAL

SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT.

STRUCTURAL ABBREVIATIONS:

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1. THESE CONSTRUCTION DOCUMENTS ARE CONSTRUCTION STANDARDS FOR THE NAVY TYPE H THESE CONSTRUCTION DOCUMENTS ARE CONSTRUCTION STANDARDS FOR THE NAVY TYPE H STANDARD MAGAZINES AND HAVE BEEN SITE ADAPTED BY THE EOR. 2. ALL MATERIALS AND WORKMANSHIP MUST CONFORM TO THE DRAWINGS AND SPECIFICATIONS. ALL MATERIALS AND WORKMANSHIP MUST CONFORM TO THE DRAWINGS AND SPECIFICATIONS. 3. EQUIPMENT PENETRATION OPENINGS AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE FOR EQUIPMENT PENETRATION OPENINGS AND LOCATIONS WHEN INDICATED ON DRAWINGS ARE FOR INFORMATION ONLY AND MUST BE VERIFIED WITH THE APPROPRIATE DRAWING AND/OR EQUIPMENT SUPPLIER BEFORE CONSTRUCTION. A. SEE STRUCTURAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS SEE STRUCTURAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCT WORK, PIPES AND PIPE SLEEVES. B. OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN STRUCTURAL OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN STRUCTURAL DRAWINGS MUST NOT BE PLACED WITHOUT WRITTEN NOTIFICATION OF THE CONTRACTING OFFICER. C. OPENINGS OR PENETRATIONS OF ANY SIZE IN BLAST-RESISTING STRUCTURAL OPENINGS OR PENETRATIONS OF ANY SIZE IN BLAST-RESISTING STRUCTURAL COMPONENTS (BLAST DOOR, HEADER BEAM, PARAPET BEAM, PILASTERS, ROOF PANEL, SIDE WALLS, REAR WALL, INTERIOR COLUMNS) THAT ARE UNPLANNED OR NOT SHOWN IN THE DRAWINGS ARE NOT PERMITTED TO BE CONSTRUCTED WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER. 4. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL SYSTEM. REFER TO OTHER THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL SYSTEM. REFER TO OTHER DRAWINGS FOR ORNAMENTS, GROOVES, CLIPS, GROUNDS, SLAB DEPRESSIONS, CURBS, EQUIPMENT PADS, PENETRATIONS, NON-BEARING WALLS AND OTHER NON-STRUCTURAL ITEMS. 5. GENERAL NOTES AND STANDARD DETAILS MUST BE USED WHERE APPLICABLE, UNLESS NOTED GENERAL NOTES AND STANDARD DETAILS MUST BE USED WHERE APPLICABLE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON THE DRAWINGS MUST TAKE PRECEDENCE OVER GENERAL NOTES AND STANDARD DETAILS. WHERE CONFLICTS ARISE BETWEEN DRAWINGS AND SPECIFICATIONS, MOST STRINGENT WILL GOVERN. CONTACT THE CONTRACTING OFFICER IN WRITING FOR CLARIFICATION BEFORE PROCEEDING WITH WORK. 6. ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONTRACT ALL OMISSIONS AND/OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN WRITING BEFORE PROCEEDING WITH ANY WORK INVOLVED. 7. DIMENSIONS MUST NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE DIMENSIONS MUST NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE STRUCTURAL DRAWINGS. DIMENSIONS PROVIDED WITHIN BRACKETS ARE IN UNITS OF DIMENSIONS PROVIDED WITHIN BRACKETS ARE IN UNITS OF MILLIMETERS ROUNDED TO THE NEAREST INTEGER NUMBER. 8. COORDINATE WITH THE CONTRACTING OFFICER FOR PROCUREMENT AND INSTALLATION OF COORDINATE WITH THE CONTRACTING OFFICER FOR PROCUREMENT AND INSTALLATION OF INTERNAL LOCKING DEVICE (ILD), BOLTWORKS, AND THE DISTRIBUTION OF KEY SETS FOR EACH MAGAZINE DOOR. THE ILD MUST BE PROCURED WITH TWO UNIQUE KEYS IN ORDER TO OPERATE THE BOLTWORKS. 9. CONTACT THE DoD LOCK PROGRAM FOR DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, CONTACT THE DoD LOCK PROGRAM FOR DIRECTIONS ON HOW TO PROCURE THE BOLTWORKS, AND A LIST OF RECOMMENDED MANUFACTURERS FOR MAGAZINE DOORS. THE GOVERNMENT WILL PROVIDE THE INTERNAL LOCKING DEVICE (ILD): A. DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks DoD LOCK PROGRAM: https://www.navfac.navy.mil/go/locks B. EMAIL: ILD_Field_Support@navy.mil EMAIL: ILD_Field_Support@navy.mil C. ILD SUPPORT HOTLINE: 805-982-5625. ILD SUPPORT HOTLINE: 805-982-5625. D. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR 805-982-1212. DoD LOCK PROGRAM TECHNICAL SUPPORT HOTLINE: 800-290-7607 OR 805-982-1212. 10. COORDINATE WITH THE CONTRACTING OFFICER FOR THE CONNECTION OF THE BALANCED COORDINATE WITH THE CONTRACTING OFFICER FOR THE CONNECTION OF THE BALANCED MAGNETIC SWITCH (BMS) ON THE DOOR AND THE ILD, WHICH MUST BE INSTALLED AND CONNECTED TO THE INTRUSION DETECTION SYSTEM (IDS) BY NIWC.

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1. THE STRUCTURAL DESIGN AND CONSTRUCTION MUST COMPLY WITH THE FOLLOWING THE STRUCTURAL DESIGN AND CONSTRUCTION MUST COMPLY WITH THE FOLLOWING GOVERNMENT STANDARDS: A. UFC 1-200-01, "DESIGN: GENERAL BUILDING REQUIREMENTS" UFC 1-200-01, "DESIGN: GENERAL BUILDING REQUIREMENTS" 2. DESIGN LOADS: DESIGN LOADS: THE FOLLOWING LOADS WERE USED AS BASIS OF DESIGN. A. DEAD LOADS ACTUAL WEIGHT DEAD LOADS ACTUAL WEIGHT ACTUAL WEIGHT a. SOIL 110 PCF SOIL 110 PCF 110 PCF B. LIVE LOADS LIVE LOADS a. CANOPY ROOF 20 PSF CANOPY ROOF 20 PSF 20 PSF b. MAGAZINE AND MECHANICAL ROOM ROOF 100 PSF MAGAZINE AND MECHANICAL ROOM ROOF 100 PSF 100 PSF c. MAGAZINE FLOOR 1,250 PSF (UNIFORM) MAGAZINE FLOOR 1,250 PSF (UNIFORM) 1,250 PSF (UNIFORM) (UNIFORM) 32K (HS20-44 AXLE) (HS20-44 AXLE) 15K (FORKLIFT AXLE) (FORKLIFT AXLE) 31K (CPS CONTAINER EACH) (CPS CONTAINER EACH) TWO (2) STACKED CPS CONTAINERS ONE (1) CPS CONTAINER IN CONCURRENCE WITH TRUCK TRAILER HS20-44 AXLE ONE (1) CPS CONTAINER IN CONCURRENCE WITH FORKLIFT d. MECHANICAL ROOM FLOOR 150 PSF (UNIFORM) MECHANICAL ROOM FLOOR 150 PSF (UNIFORM) 150 PSF (UNIFORM) (UNIFORM) 3. WIND DESIGN DATA WIND DESIGN DATA A. ULTIMATE WIND SPEED: 210 MPH ULTIMATE WIND SPEED: 210 MPH 210 MPH B. WIND SPEED (ALLOWABLE STRESS DESIGN) 163 MPH WIND SPEED (ALLOWABLE STRESS DESIGN) 163 MPH 163 MPH C. EXPOSURE: "C" EXPOSURE: "C" "C" D. RISK CATEGORY: III RISK CATEGORY: III III 4. SEISMIC DESIGN DATA SEISMIC DESIGN DATA A. RISK CATEGORY: III RISK CATEGORY: III III B. IMPORTANCE FACTOR: 1.25 IMPORTANCE FACTOR: 1.25 1.25 C. SEISMIC DESIGN CATEGORY: D SEISMIC DESIGN CATEGORY: D D D. SITE SEISMICITY: Ss = 2.79g, S1 = 0.68g SITE SEISMICITY: Ss = 2.79g, S1 = 0.68g Ss = 2.79g, S1 = 0.68g E. SITE CLASS: DSITE CLASS: DD

AutoCAD SHX Text MEMBER PEAK PRESSURE IMPULSE DURATION PEAK PRESSURE IMPULSE DURATION IMPULSE DURATION DURATION DOOR AND HEADER BEAM 249 PSI 2,084 PSI-M S 16.7 M S 249 PSI 2,084 PSI-M S 16.7 M S 2,084 PSI-M S 16.7 M S 16.7 M S ROOF SLAB 142 PSI 1,626 PSI-M S 22.9 M S SLAB 142 PSI 1,626 PSI-M S 22.9 M S 142 PSI 1,626 PSI-M S 22.9 M S 1,626 PSI-M S 22.9 M S 22.9 M S ROOF PARAPET 108 PSI 1,508 PSI-M S 27.9 M S108 PSI 1,508 PSI-M S 27.9 M S1,508 PSI-M S 27.9 M S27.9 M S

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1. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES MUST INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, ETC. 2. THE CONTRACTOR MUST ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE THE CONTRACTOR MUST ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES MUST BE USED DURING CONSTRUCTION. THE CONTRACTOR MUST ALSO PROVIDE THEIR OWN THIRD-PARTY INSPECTOR TO REVIEW AND VERIFY INSTALLATION OF ALL TEMPORARY PRECAUTIONARY MEASURES. 3.