Attachment H - Drawings 7 of 18 STRUCTURAL.pdf

STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AB ANCHOR BOLT

AFF ABOVE FINISHED FLOOR

AHR ANCHOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BD BAR DIAMETER

BOC BOTTOM OF CONCRETE

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOSL BOTTOM OF SLAB

BRG BEARING

CFS COLD-FORMED STEEL

CJ SLAB CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

DCJ DOWELED CONSTRUCTION JOINT

DIA, Ø DIAMETER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEV ELEVATION

EOS EDGE OF SLAB

EQ EQUAL

ES EACH SIDE

EW EACH WAY

FFE FINISHED FLOOR ELEVATION

FOB FACE OF BRICK

FS FAR SIDE

FTG FOOTING

GA GAGE

GALV GALVANIZED

HORIZ HORIZONTAL

HS HIGH STRENGTH

JBE JOIST BEARING ELEVATION

KSI KIPS PER SQUARE INCH

KIP (k) 1000 LBS

LBS POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

MOW MIDDLE OF WALL

NIC NOT IN CONTRACT

No. NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PJF PREMOLDED JOINT-FILLER STRIP

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCING

REQD REQUIRED

SCHED SCHEDULE

SD SLAB DEPRESSION

SF STEPPED FOOTING

SIM SIMILAR

SJ SLAB SAWED (CONTRACTION) JOINT

SL SLOPE(D)

SOG SLAB-ON-GRADE

STD STANDARD

SWP SHEAR WALL PANEL

T&B TOP AND BOTTOM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOGB TOP OF GRADE BEAM

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOSL TOP OF SLAB

TS THICKENED SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

WP WORKING POINT

WWR WELDED WIRE REINFORCEMENT

GENERAL NOTES

1. COORDINATE STRUCTURAL WORK WITH ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, AND OTHER DRAWINGS AND SPECIFICATIONS AND REPORT DISCREPANCIES TO THE STRUCTURAL

ENGINEER OF RECORD. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, PRINCIPAL OPENINGS, DEPRESSIONS, EQUIPMENT PADS, HANGERS, AND ANCHORS.

2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±XXX] REFERENCED TO THE FINISHED

FIRST FLOOR DATUM. REFER TO THE CIVIL DRAWINGS FOR DATUM ELEVATION.

3. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. DO NOT SCALE DIMENSIONS

FROM THE DRAWINGS.

4. DETAILS AND SECTIONS APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO

IN OTHER LIKE OR SIMILAR CONSTRUCTION THAT REQUIRES THEIR USE.

5. THE STRUCTURAL DRAWINGS CONTAINED HEREIN REPRESENT THE FINISHED STRUCTURE. PROVIDE TEMPORARY SHORING, GUYING, AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL STRUCTURAL WORK, INCLUDING CONNECTIONS, IS COMPLETE. THE ANALYSIS, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF SUCH TEMPORARY SUPPORTS ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

6. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND SUPERVISION OF THE WORK ARE THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. REPRODUCTION OF CONTRACT DRAWINGS FOR USE AS SHOP DRAWINGS IS NOT PERMITTED IN ANY

CIRCUMSTANCE.

8. DO NOTE DEVIATE FROM THE STRUCTURAL DRAWINGS WITHOUT WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

9. CONCENTRICALLY FASTEN VERTICALLY- OR LATERALLY-SUPPORTED COMPONENTS TO THE SUPPORTING

STRUCTURAL MEMBER, UNLESS OTHERWISE NOTED.

10. THIS PROJECT REQUIRES SPECIAL INSPECTIONS AS DESCRIBED IN THE APPLICABLE BUILDING CODE.

REFER TO THE STATEMENT OF SPECIAL INSPECTIONS IN THE PROJECT SPECIFICATIONS FOR

REQUIREMENTS.

11. WHERE PLAN DIMENSIONS OR ELEVATIONS ARE PROVIDED WITHOUT UNITS, THE UNIT OF MEASUREMENT IS MILLIMETERS (mm), UNLESS OTHERWISE NOTED.

DESIGN NOTES

DESIGN WIND PRESSURE FOR

ROOF COMPONENTS (kPa)

0.1 - 9.9

ROOF ZONE

10+

COMPONENT TRIBUTARY AREA (m2)

+1.1 -1.8 -1.8

-2.7 -2.2

-3.5 -2.8

1'

+0.9

DESIGN WIND PRESSURE FOR

WALL COMPONENTS (kPa)

0.1 - 9.9

WALL ZONE

10+

COMPONENT TRIBUTARY AREA (m2)

+1.8 -1.9 -1.7

-2.2 -1.85

+1.6

+1.6

+1.8

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND CRITERIA:

A. UFC 1-200-01, DoD BUILDING CODE, WITH CHANGE 1, 01 OCTOBER 2020

B. UFC 3-301-01, STRUCTURAL ENGINEERING, 01 OCTOBER 2019

C. UFC 3-320-06A, CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS, 01 MARCH 2005 D. UFC 4-010-01, DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, WITH CHANGE 1, 19 AUGUST 2020

E. 2018 INTERNATIONAL BUILDING CODE

F. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER

STRUCTURES

G. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

H. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

2. DESIGN LOAD CRITERIA:

A. RISK CATEGORY III

B. LIVE LOADS (UNIFORM):

ROOFS 1.0 kPa CATWALKS 1.9 kPa MECHANICAL ROOF PLATFORM GRATING 4.8 kPa STAIRS AND EGRESS 4.8 kPa MECHANICAL/ELECTRICAL ROOMS 12 kPa EXHAUST SERVICE PLATFORMS 7.2 kPa SLAB-ON-GRADE (ENGINE HALLS) 24 kPa SLAB-ON-GRADE, UON 12 kPa

TRENCH GRATING AS INDICATED

LIVE LOADS (CONCENTRATED):

SLAB-ON-GRADE, UON (APPLIED TO 0.6 M2) 8.9 kN HL-93 WHEEL LOAD, ENGINE HALLS 72 kN FORKLIFT WHEEL LOAD, ENGINE HALLS 23 kN

B. SNOW LOADS:

GROUND SNOW LOAD, Pg 0 kPa

SNOW LOAD IMPORTANCE FACTOR, IS 1.10

THERMAL FACTOR, Ct 1.0 FROST PENETRATION 0 mm SLOPED-ROOF SNOW LOAD, PS 0 kPa

C. WIND LOADS:

ULTIMATE DESIGN WIND SPEED, V(ULT) 169 km/h NOMINAL DESIGN WIND SPEED, V(ASD) 131 km/h

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi ±0.55 WIND BASE SHEAR (ULTIMATE, 1.0W) VX=760 kN (PLAN EAST-WEST)

VY=230 kN (PLAN NORTH-SOUTH)

D. COMPONENTS AND CLADDING WIND PRESSURES:

USE WIND PRESSURES BELOW FOR THE DESIGN OF COMPONENT AND CLADDING ELEMENTS OR

RETAIN A PROFESSIONAL ENGINEER TO DETERMINE WIND PRESSURES FOR SPECIFIC EFFECTIVE

WIND AREAS.

NOTES:

1. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY

FROM THE SURFACES, RESPECTIVELY.

2. BUILDING ZONES ARE DEFINED IN ASCE 7.

3. WIND PRESSURES INDICATED ARE AT STRENGTH-LEVEL (WIND LOAD FACTOR = 1.0).

4. DESIGN WIND PRESSURES FOR DEFLECTION-CONTROLLED COMPONENTS AND

CLADDING MAY UTILIZE A 10-YEAR MEAN RECURRENCE INTERVAL.

LATERAL LOAD-RESISTING SYSTEM NOTES

1. THE LATERAL LOAD-RESISTING SYSTEM OF THE COMPLETED STRUCTURE IN THE NORTH-SOUTH AND

EAST-WEST DIRECTIONS IS PROVIDED BY SPECIAL REINFORCED CONCRETE SHEAR WALLS.

2. CONCRETE SLABS ON STEEL DECK AT THE ROOF LEVELS ARE RIGID DIAPHRAGMS THAT DISTRIBUTE

LATERAL WIND AND SEISMIC FORCES HORIZONTALLY TO THE SHEAR WALLS.

FOUNDATION NOTES

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE 'REPORT OF

GEOTECHNICAL EXPLORATION' BY GEOENVIRONMENTAL RESOURCES, DATED 16 JUNE 2022.

2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR ENGINEERED FILL WITH A NET ALLOWABLE BEARING CAPACITY OF 100 kPa. UNDERCUT FOUNDATIONS AS INDICATED ON

SHEET SB100.

3. PRIOR TO PLACING FOUNDATION CONCRETE, AN INDEPENDENT TESTING LABORATORY AND

GEOTECHNICAL ENGINEER QUALIFIED IN ACCORDANCE WITH THE SPECIFICATIONS MUST INSPECT

FOUNDATION EXCAVATIONS TO EVALUATE THE EXTENT OF LOOSE, SOFT OR OTHERWISE

UNSATISFACTORY SOIL MATERIAL AND TO VERIFY THE BEARING CAPACITY. SOILS NOT SUITABLE FOR

FOUNDATION SUPPORT MUST BE UNDERCUT AND REPLACED WITH ENGINEERED FILL.

4. ADEQUATELY PROTECT FOUNDATION EXCAVATIONS TO PREVENT WATER FROM ACCUMULATING AND STANDING IN THE EXCAVATION BOTTOMS. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR

SATURATED SUBGRADES.

5. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES AND THICKNESSES INDICATED

ON THE FOUNDATION PLAN.

6. PLACE FOUNDATION CONCRETE THE SAME DAY EXCAVATIONS ARE MADE OR AS SOON AS PRACTICAL

THEREAFTER.

7. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND UTILITIES AND STRUCTURES. ANY FOOTING STEPS INDICATED ON PLAN ARE SCHEMATIC

AND MUST BE COORDINATED WITH OTHER TRADES.

8. CONTINUOUS FOOTINGS MUST BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE “TYPICAL STEPPED FOOTING” DETAIL ON SHEET SB501.

IN LIEU OF STEPPED FOOTINGS, PIPE SLEEVES BELOW CONTINUOUS FOOTINGS MAY BE PROVIDED IN

ACCORDANCE WITH THE “TYPICAL PIPE SLEEVE BENEATH FOOTING” DETAIL ON SHEET SB501.

DELEGATED DESIGN NOTES

1. DESIGN RESPONSIBILITY FOR THE FOLLOWING STRUCTURAL SYSTEMS AND COMPONENTS IS DELEGATED

TO A QUALIFIED SPECIALTY STRUCTURAL ENGINEER RETAINED BY THE CONTRACTOR. THESE SYSTEMS

AND COMPONENTS INCLUDE, BUT ARE NOT LIMITED TO:

A. SELF-SUPPORTING EXHAUST STACKS (ALL COMPONENTS ABOVE CONCRETE PIER)

B. COLD-FORMED STEEL FRAMING AND CONNECTIONS

C. STRUCTURAL STEEL CONNECTIONS

D. OVERHEAD BRIDGE CRANES, INCLUDING RAILS, STOPS

E. EXTERIOR EQUIPMENT SUPPORT FRAMING (RADIATORS, MOTOR CONTROL CENTER)

F. SOUND BARRIER WALL

G. STEEL STAIRS AND LADDERS

H. STEEL RAILINGS AND ANCHORAGE

I. SLIDE BEARINGS FOR ROOF TRUSSES

J. FUEL FARM CATWALK AND STAIR SYSTEM

K. SEISMIC BRACING FOR NON-STRUCTURAL COMPONENTS PER ASCE 7 CHAPTER 13

L. ANTITERRORISM BRACING FOR NON-STRUCTURAL COMPONENTS PER UFC 4-010-01

2. DELEGATED ENGINEERED SYSTEMS AND COMPONENTS MUST SATISFY ASCE 7 AND REQUIREMENTS OF

APPLICABLE MATERIAL-SPECIFIC STANDARDS.

3. COORDINATE WITH THE CONTRACT DOCUMENTS FOR PROFESSIONAL LICENSURE AND SEALING

REQUIREMENTS, DESIGN CRITERIA, DETAILS OF THE SYSTEM/COMPONENT INTERFACE WITH THE PRIMARY

STRUCTURE, AND SUBMITTAL AND CALCULATION REQUIREMENTS.

4. DO NOT FABRICATE OR INSTALL DELEGATED DESIGN ITEMS UNTIL SUBMITTED DELEGATED DESIGN

DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

DESIGN NOTES (CONTINUED)

E. SEISMIC LOADS:

RISK CATEGORY III

SEISMIC IMPORTANCE FACTOR, IE 1.25

SPECTRAL RESPONSE ACCELERATION, SS 1.02g SPECTRAL RESPONSE ACCELERATION, S1 0.41g SPECTRAL RESPONSE COEFFICIENT, SDS 0.816g SPECTRAL RESPONSE COEFFICIENT, SD1 0.410g

SITE CLASS C

SEISMIC DESIGN CATEGORY D

SEISMIC FORCE-RESISTING SYSTEM SPECIAL REINFORCED

CONCRETE SHEARWALLS

RESPONSE MODIFICATION COEFFICIENT, R 5

DEFLECTION AMPLIFICATION FACTOR, Cd 5

SEISMIC RESPONSE COEFFICIENT, CS 0.204

SEISMIC BASE SHEAR (ULTIMATE, 1.0E) V =9100 kN

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

-4.5 -3.23

+1.1 +0.9

+1.1 +0.9

+1.1 +0.9

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

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SLOPE DIRECTION

BRICK

CONCRETE

EARTH FILL

CONCRETE MASONRY UNIT (CMU)

POROUS FILL

INDICATES ELEVATION

REFERENCED TO FINISHED

FIRST FLOOR

DECK SPAN

KEYED CONSTRUCTION NOTE

COLUMN REFERENCE LINE

(CENTERLINE OF COLUMN)

SPOT ELEVATION

WALL TYPE

GROUT

SLAB DEPRESSION

DN

X

MOMENT CONNECTION

WELDED WIRE REINFORCEMENT

10k W24x55 (16) C=1" 10k

END REACTIONS

BEAM SIZE

# SHEAR STUDS

CAMBER

Wn

[±XXX]

[±XXX]

CHANGE IN SLAB ELEVATION

STRUCTURAL LEGEND

SYMBOL DESCRIPTIONSTRUCTURAL CONCRETE NOTES

1. COMPLY WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS, ACI 301-16 (SPECIFICATIONS FOR

STRUCTURAL CONCRETE), AND ACI 117-10 (SPECIFICATION FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS), EXCEPT AS MODIFIED BY THESE NOTES OR OTHERWISE NOTED.

2. CAST-IN-PLACE CONCRETE MUST BE NORMAL-WEIGHT AND ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS (f'c), UNLESS OTHERWISE NOTED:

A. WALLS, COLUMNS, BEAMS, STRUCTURAL SLABS 35 MPa B. CONCRETE ON STEEL DECK 30 MPa C. SLAB-ON-GRADE 30 MPa D. ENGINE FOUNDATIONS 30 MPa E. UTILITY TRENCH SLABS AND WALLS 30 MPa F. FOOTINGS, PIERS, AND GRADE BEAMS 35 MPa G. OTHER INTERIOR CONCRETE 25 MPa H. EXTERIOR CONCRETE, UON 35 MPa

3. CONCRETE REINFORCING STEEL NOTED AS 'SPECIAL SEISMIC REINFORCING' MUST BE DEFORMED BARS

CONFORMING TO EITHER OF THE FOLLOWING STANDARDS:

A. ASTM A706, GRADE 420 MPa (60 KSI) B. ASTM A615, GRADE 420 MPa (60 KSI), PLUS THE DUCTILITY REQUIREMENTS INDICATED IN THE

SPECIFICATIONS.

'SPECIAL SEISMIC REINFORCING' INCLUDES LONGITUDINAL COLUMN BARS AND DOWELS,

LONGITUDINAL BEAM BARS, BUILDING WALL VERTICAL REINFORCING BARS AND DOWELS, AND ANY

OTHER REINFORCING NOTED TO BE 'SPECIAL SEISMIC REINFORCING'.

4. ALL OTHER CONCRETE REINFORCING STEEL MUST BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 420 MPa (60 KSI).

5. WELDED WIRE REINFORCEMENT (WWR) MUST CONFORM TO ASTM A1064 AND MUST BE SHEET-TYPE.

SHEET LAPS MUST BE TIED AND LAPPED ONE FULL MESH SPACING PLUS 50mm.

6. REINFORCING STEEL MUST BE CONTINUOUS UNLESS OTHERWISE NOTED. LAP SPLICES IN CONTINUOUS REINFORCING STEEL MUST CONFORM TO THE REQUIREMENTS OF ACI 318 FOR CLASS B TENSION LAP

SPLICES, UNLESS OTHERWISE NOTED.

7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IS NOT PERMITTED TO BE LESS THAN THE

REQUIREMENTS OF ACI 301. MINIMUM COVER MUST BE AS INDICATED, BUT NOT LESS THAN:

A. CONCRETE DEPOSITED AGAINST THE GROUND 75

B. CONCRETE EXPOSED TO EARTH OR WEATHER 50

C. INTERIOR BEAMS AND COLUMNS 40

D. INTERIOR SLABS AND WALLS 25

EXTERIOR WALLS AND ROOF SLAB ARE CONSIDERED EXPOSED TO WEATHER FOR COVER

REQUIREMENTS.

8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK MUST HAVE A 90-DEGREE HOOK, UNLESS OTHERWISE NOTED. STIRRUPS, TIES, AND HOOKS MUST CONFORM TO THE REQUIREMENTS OF ACI 318.

9. SUPPORT REINFORCING STEEL AND WELDED-WIRE REINFORCEMENT ON BAR SUPPORTS. SPACE BAR

SUPPORTS PER CRSI MANUAL OF STANDARD PRACTICE.

10. EMBEDDED ITEMS MUST BE PROPERLY PLACED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY

IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

11. PROVIDE 12mm THICK PREMOLDED JOINT-FILLER STRIP (PJF) WHERE SLABS-ON-GRADE ABUT VERTICAL

SURFACES AND WHERE INDICATED.

12. REINFORCING STEEL MUST BE SPREAD AT SLEEVES, TIEBACKS, RECESSES, AND OTHER EMBEDDED ITEMS UNLESS OTHERWISE NOTED. REINFORCING MUST NOT BE CUT TO FACILITATE PLACEMENT OF EMBEDDED

ITEMS.

13. CONDUITS AND PIPES MUST NOT BE EMBEDDED LONGITUDINALLY WITHIN A SLAB OR WALL. CONDUIT OR PIPES PENETRATING A WALL OR SLAB MUST BE SLEEVED. SEE 'TYPICAL SLAB OR WALL OPENING' ON

SHEET SF503.

14. PLACEMENT OF MECHANICAL AND ELECTRICAL CONDUIT IN ELEVATED SLABS ON STEEL DECK IS NOT

PERMITTED.

15. PLACEMENT OF CONCRETE IS NOT PERMITTED UNTIL THE CONTRACTING OFFICER HAS INSPECTED

EMBEDDED WORK, INCLUDING REINFORCING STEEL.

16. EXPOSED CONCRETE EDGES MUST BE CHAMFERED 20mm OR AS INDICATED.

17. DO NOT PLACE ALUMINUM CONDUITS, PIPES, OR ACCESSORIES IN DIRECT CONTACT WITH CONCRETE

UNLESS COATED TO PREVENT ELECTROLYSIS.

18. PROVIDE CONSTRUCTION JOINTS IN MONOLITHIC CONCRETE POURS SO THAT THE QUALITY OF

PLACEMENT AND FINISH MEETS REQUIREMENTS OF THE CONTRACT DOCUMENTS.

19. HORIZONTAL CONSTRUCTION JOINTS IN HORIZONTALLY-ORIENTED MEMBERS SUCH AS BEAMS, SLABS, AND FOOTINGS ARE NOT PERMITTED. SUBMIT FOR APPROVAL THE LOCATION OF HORIZONTAL

CONSTRUCTION JOINTS IN VERTICALLY-ORIENTED MEMBERS SUCH AS WALLS AND COLUMNS. VERTICAL CONSTRUCTION JOINTS MUST BE MADE WITH BULKHEADS. REFER TO TYPICAL CONSTRUCTION JOINT

DETAILS ON SHEET SF502.

20. PENETRATIONS THROUGH ELEVATED SLABS MUST BE BLOCKED OUT PRIOR TO PLACING CONCRETE.;

CORING OF SLAB IS NOT PERMITTED WITHOUT PRIOR APPROVAL. REFER TO TYPICAL OPENING DETAILS

ON SHEET SF502 FOR REINFORCING REQUIREMENTS.

STRUCTURAL STEEL NOTES

1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS MUST BE IN

ACCORDANCE WITH THE AISC “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” (AISC 360) AND THE

AISC “CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES” (AISC 303).

2. STRUCTURAL STEEL SHAPES ON THESE DRAWINGS ARE STANDARD AISC (ASTM A6M) SHAPES, INDICATED

WITH THEIR METRIC (SI) DESIGNATIONS.

3. STRUCTURAL STEEL FRAMING IS DESIGNED USING LRFD METHODOLOGY IN ACCORDANCE WITH AISC 360.

4. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL MUST BE IN ACCORDANCE WITH THE ABOVE-LISTED

AISC SPECIFICATION AND THE FOLLOWING:

A. SQUARE AND RECTANGULAR HSS ASTM A500, GRADE C, Fy = 345 MPa B. ROUND HSS ASTM A500, GRADE C, Fy = 345 MPa

C. WIDE-FLANGE SHAPES ASTM A992

D. PLATES, ANGLES, AND CHANNELS ASTM A36

E. HIGH-STRENGTH BOLTS ASTM F3125 GRADE A325 OR GRADE F1852

F. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36 (248 MPa)

G. THREADED ROD ASTM A36

H. STEEL HEADED STUD ANCHORS ASTM A29 AND AWS D1.1, TYPE B, Fu = 448 MPa

I. WELDING ELECTRODES, UON E70XX

J. STEEL DECK ATTACHMENT ELECTRODES E60XX

5. SHOP AND FIELD WELDING MUST BE BY CERTIFIED WELDERS AND MUST CONFORM TO AWS STANDARDS.

CURRENT AWS CERTIFICATIONS MUST BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE CONTRACTING

OFFICER.

6. BOLTED CONNECTIONS MUST USE HIGH-STRENGTH BOLTS WITH ASTM A563 HEAVY-HEX NUTS AND

ASTM F436 WASHERS, UNLESS OTHERWISE NOTED.

7. FIELD-CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE IS NOT PERMITTED WITHOUT PRIOR

APPROVAL OF STRUCTURAL ENGINEER OF RECORD. DO NOT CUT OR ENLARGE BOLT HOLES BY

FLAME-CUTTING IN THE FIELD.

8. DESIGN OF STRUCTURAL STEEL SHEAR CONNECTIONS IS DELEGATED TO THE CONTRACTOR'S SPECIALTY ENGINEER. REFER TO SHEET SF303 FOR TYPICAL CONNECTION DETAILS. WELDED TRUSS AND BRACED FRAME CONNECTIONS ARE DESIGNED HEREIN AND MUST BE COMPLETED BY THE STEEL DETAILER.

9. BOLTS IN BEARING-TYPE CONNECTIONS MUST BE PRETENSIONED USING TENSION-CONTROL (TC) BOLTS

OR DIRECT-TENSION INDICATOR (DTI) WASHERS IN ACCORDANCE WITH THE SPECIFICATIONS.

10. PARTIAL AND COMPLETE-JOINT-PENETRATION WELDS INDICATED ON THE STRUCTURAL DRAWINGS OR

SHOP DRAWINGS MUST BE INSPECTED WITH NON-DESTRUCTIVE TESTING.

11. FILLET WELD SIZES ARE INDICATED BY LEG DIMENSION. WELD DIAGRAMS AND SYMBOLS ARE PROVIDED IN

ACCORDANCE WITH AWS A2.4.

12. SUBMIT DRAWINGS OF, AND DESIGN CALCULATIONS FOR, ALTERNATE DETAILS AND MEMBER SPLICES FOR

APPROVAL PRIOR TO INSTALLATION.

13. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS, AND AS SPECIFICALLY APPROVED ON SHOP

DRAWINGS PRIOR TO FABRICATION.

14. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR STEEL ELEMENTS TO BE HOT-DIP

GALVANIZED PER ASTM A123.

15. PAINT STEEL EXPOSED TO EARTH WITH TWO COATS OF COAL TAR EPOXY. STEEL MEMBERS ENCASED IN CONCRETE (75mm MINIMUM COVER) NEED NOT BE COATED WITH COAL TAR EPOXY.

16. STRUCTURAL STEEL NOTES DO NOT APPLY TO DELEGATED DESIGN ITEMS WHICH ARE NOT PART OF THE

BUILDING STRUCTURE.

1. THE DESIGN, MANUFACTURING, ERECTION, AND ANCHORAGE OF COMPOSITE STEEL DECK MUST BE IN

ACCORDANCE WITH THE ANSI/SDI "STANDARD FOR COMPOSITE STEEL FLOOR DECK-SLABS".

2. COMPOSITE STEEL DECK MUST BE GALVANIZED G90 STEEL CONFORMING TO ASTM A653.

COMPOSITE STEEL DECK MUST BE 50mm DEEP. COMPOSITE STEEL DECK MUST HAVE THE FOLLOWING

MINIMUM SECTION PROPERTIES:

A. t = 0.909mm B. Ip= 558526 mm4/mm C. Sp= 18333 mm3/mm D. Sn= 18602 mm3/mm E. Fy= 345 MPa

COMPOSITE DECK MUST BE FASTENED TO THE SUPPORTING STRUCTURE WITH Ø16 PUDDLE WELDS, HEADED STUDS, OR APPROVED MECHANICAL FASTENERS AT A 36/4 PATTERN. SIDE LAP CONNECTIONS MUST BE MADE WITH #10 SELF-DRILLING SCREWS SPACED AT 300mm OC MAXIMUM BETWEEN SUPPORTS.

FASTEN DISCONTINUOUS SIDE OF DECK TO SUPPORTING STRUCTURE WITH Ø16 PUDDLE WELDS AT 300mm OC, UNLESS OTHERWISE NOTED.

3. STEEL DECK MUST BE CONTINUOUS FOR THREE SPANS MINIMUM. SINGLE AND 2-SPAN CONDITIONS MUST

BE CLEARLY INDICATED ON SHOP DRAWINGS.

4. COMPOSITE STEEL DECK IS DESIGNED AS UNSHORED CONSTRUCTION, UNLESS OTHERWISE NOTED.

5. CONSTRUCTION PHASE LOADS: COMPOSITE STEEL DECK IS DESIGNED TO SUPPORT, IN ADDITION TO THE DEAD WEIGHT OF UNCURED CONCRETE, A 1 kPa UNIFORM LIVE LOAD OR A 0.7 kN CONCENTRATED LOAD

AT ANY POINT. REFER TO ANSI/SDI C-2017 FOR CONSTRUCTION LOADING DIAGRAMS.

STEEL DECK NOTES

1. POST-INSTALLED ANCHORS MUST ONLY BE USED WHERE SPECIFIED IN THE CONSTRUCTION DOCUMENTS.

OBTAIN APPROVAL PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-

PLACE ANCHORS OR FOR SUBSTITUTIONS.

2. POST-INSTALLED ANCHORS MUST BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS (INCLUDING, BUT NOT LIMITED TO, DRILL BIT SIZE, PROPER CLEANING OF HOLES, INSTALLATION TORQUE, AND TEMPERATURE CONSTRAINTS).

3. CONCRETE SUBSTRATE MUST BE ASSUMED TO BE CRACKED.

4. SPACING AND EDGE DISTANCE FOR ANCHORS MUST NOT BE LESS THAN MINIMUM INDICATED.

5. ALL ANCHOR INSTALLATION PERSONNEL MUST BE TRAINED OR CERTIFIED BY THE ANCHOR

MANUFACTURER PRIOR TO INSTALLING ANCHORS.

6. ANCHOR INSTALLATION IS SUBJECT TO SPECIAL INSPECTION REQUIREMENTS.

7. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A Ø6 PILOT HOLE FOR EACH ANCHOR OR BY

NONDESTRUCTIVE METHODS. DO NOT CUT REINFORCING STEEL WITHOUT THE APPROVAL OF THE

STRUCTURAL ENGINEER OF RECORD.

8. ANCHORS USED IN EXTERIOR CONDITIONS MUST BE FURNISHED WITH A HOT-DIP GALVANIZED ZINC COATING COMPLYING WITH ASTM A153. ANCHORS USED IN INTERIOR CONDITIONS MUST BE FURNISHED

WITH A ZINC ELECTROPLATED COATING COMPLYING WITH ASTM B633.

9. CONCRETE ANCHORS:

A. MECHANICAL ANCHORS MUST COMPLY WITH ACI 355.2 AND ICC-ES AC193.

B. ADHESIVE ANCHORS MUST COMPLY WITH ACI 355.4 AND ICC-ES AC308. THREADED RODS MUST MEET THE REQUIREMENTS OF ASTM F1554 GRADE 36 AND BE GALVANIZED IN ACCORDANCE WITH ASTM A153.

C. GAS AND POWDER-ACTUATED FASTENERS MUST COMPLY WITH ICC-ES AC70.

D. REINFORCING STEEL POST-INSTALLED WITH STRUCTURAL ADHESIVE MUST COMPLY WITH ICC-ES

AC308.

POST-INSTALLED ANCHOR NOTES

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

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C

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SCALE:

CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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OF

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DESIGN DIRECTOR

FIRE PROTECTION

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BAR SIZE

DEVELOPMENT LENGTH

CONCRETE f'c

Ø 10

25 and 30 MPa 35 MPa

370 350

Ld

BOTTOM BARS AND VERTICAL REINFORCEMENT

TOP BAR REINFORCEMENT

Ø 12 450 410

Ø 14 520 480

Ø 16 590 550

Ø 20 930 860

Ø 25 1160 1070

Ø 28 1300 1200

Ø 32 1480 1370

BAR SIZE

LAP SPLICE LENGTH

CONCRETE f'c

480 450

580 540

680 630

770 710

1200 1110

1500 1390

1690 1560

1930 1780

Ls

BAR SIZE

DEVELOPMENT LENGTH

CONCRETE f'c

Ld

BAR SIZE

LAP SPLICE LENGTH

CONCRETE f'c

630 580

750 700

880 810

1000 930

1570 1450

1960 1810

2190 2030

2500 2320

Ls Ldh Ldh

DEVELOPMENT OF

HOOKED BARS

185 175

CONCRETE f'c

BAR SIZE

225 205

240260

STANDARD HOOKS

Ø 10

Ø 12

Ø 14

Ø 16

Ø 20

Ø 25

Ø 28

Ø 32

Ø 10

Ø 12

Ø 14

Ø 16

Ø 20

Ø 25

Ø 28

Ø 32

Ø 10

Ø 12

Ø 14

Ø 16

Ø 20

Ø 25

Ø 28

Ø 32

25 and 30 MPa 35 MPa

25 and 30 MPa 35 MPa25 and 30 MPa 35 MPa

Ø 10

Ø 12

Ø 14

Ø 16

Ø 20

Ø 25

Ø 28

Ø 32

25 and 30 MPa 35 MPa

NOTES

1. PROVIDE REINFORCING IN ACCORDANCE WITH ACI 318.

TABLES ARE BASED ON Fy = 420 MPa.

2. ALL LENGTHS IN MILLIMETERS.

3. 'TOP BAR' IS DEFINED AS HORIZONTAL REINFORCING

PLACED SUCH THAT MORE THAN 300mm OF FRESH

CONCRETE IS PLACED BELOW THE BAR BEING DEVELOPED

OR SPLICED.

4. 'BOTTOM BAR' IS DEFINED AS HORIZONTAL REINFORCING

PLACED SUCH THAT LESS THAN 300mm OF FRESH

CONCRETE IS PLACED BELOW THE BAR BEING DEVELOPED

OR SPLICED.

5. WALL REINFORCING:

A. HORIZONTAL BARS MUST USE 'TOP BAR' LENGTHS.

B. FOR VERTICAL BARS, MULTIPLY TABULATED VERTICAL

BAR LAP SPLICE LENGTH BY 1.25.

6. LAP SPLICE LENGTHS INDICATED ARE CLASS B.

7. MINIMUM LENGTHS AND BENDS INDICATED, BENDS MUST

COMPLY WITH ACI 318.

8. WELDED SPLICES ARE NOT PERMITTED.

NOT TO SCALE

DETAILS OF CONCRETE REINFORCEMENT

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

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PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

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1. FOUNDATION UNDERCUT REQUIREMENTS ARE BASED ON THE GEOTECHNICAL

INVESTIGATION.

2. UNDERCUT AND BACKFILL BENEATH SHALLOW FOUNDATIONS IN

ACCORDANCE WITH UNDERCUT SCHEDULE. AFTER EXCAVATING TO THE

BOTTOM OF THE FOUNDATION, UNDERCUT THE SUBGRADE BY THE

SCHEDULED DEPTH AND BACKFILL TO THE FOUNDATION BEARING ELEVATION

WITH APPROVED UNDERCUT BACKFILL MATERIAL.

3. THE INDICATED UNDERCUT IS MINIMUM REQUIRED AND DOES NOT ELIMINATE

THE NEED FOR ADDITIONAL UNDERCUT WHEN UNSUITABLE SOILS ARE

ENCOUNTERED.1 1

A B C D

12 12

13 13

32900

20000 2900 10000 1000

MATCHLINE

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U-1

U -1

U -1

U -1

U -1

U-1

U-1 U-1

U-1

U -1

U -1

U -1

U -1

U-1 U-1

U -2

U-2

U -2

U-2

U -2

U-1

E

INCREASE WIDTH OF

EXCAVATION, UNDERCUT,

AND BACKFILL MATERIAL BY

150 TOTAL FOR EVERY 300

OF UNDERCUT DEPTH

COLUMN

OR WALL

FOOTING

[SEE PLAN]

TOF

UNDERCUT

DEPTH

EXCAVATION

SLOPE AS

SPECIFIED

FOUNDATIONS MAY

BE EARTH-FORMED

BACKFILL MATERIAL

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

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GRAPHIC SCALE(S)

FOUNDATION UNDERCUT PLAN NOTES

KEY PLAN

# KEY NOTES

A

B

UNDERCUT SCHEDULE

MARK PATTERN UNDERCUT DEPTH

U-1 300

U-2 NONE

1 : 200 A1

FOUNDATION UNDERCUT PLAN

S Y

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NOT TO SCALE

TYPICAL FOUNDATION UNDERCUT

1 1

A B C D

12 12

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C1

SF301

SB702

A1

TYP

10500

TYP

10500

E 1. TOP OF FOOTING ELEVATION = [-1100], REFERENCED TO FINISHED FLOOR

DATUM ELEVATION [000], UNLESS OTHERWISE NOTED.

2. TOP OF SLAB-ON-GRADE ELEVATION IS FINISHED FLOOR DATUM

ELEVATION [000]. SEE CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR

ELEVATION. SLAB-ON-GRADE ELEVATIONS THAT VARY FROM THE DATUM

ARE NOTED: TOSL [±XXX].

3. GRID LINES SHOWN AS SOLID LINES ( ) ARE TO OUTSIDE FACE OF

CONCRETE WALL.

4. GRID LINES SHOWN AS CENTERLINES ( ) ARE TO COLUMN CENTERLINE.

5. COLUMN FOOTINGS ARE INDICATED "Fx". WALL FOOTINGS ARE INDICATED "WFx". REFER TO "FOOTING SCHEDULE" ON SHEET SB501 FOR SIZE AND

REINFORCING.

6. FOUNDATION TIE BEAMS ARE INDICATED "TBx". REFER TO "FOUNDATION

TIE BEAM REINFORCING AND SCHEDULE" ON SHEET SB501 FOR SIZE AND

REINFORCING.

7. CONCRETE COLUMNS ARE INDICATED "Cx". REFER TO "CONCRETE COLUMN

SCHEDULE" AND "TYPICAL CONCRETE COLUMN DETAIL" ON SHEET SF501.

8. CONCRETE WALLS ARE INDICATED "Wx". REFER TO "TYPICAL CONCRETE

WALL DETAIL" AND "CONCRETE WALL SCHEDULE" ON SHEET SF502 FOR SIZE

AND REINFORCING. CONCRETE WALLS ARE W1, UNLESS OTHERWISE NOTED.

B C

TOSL

[-900]

TOSL

[-730]

TOSL

[-770]

TOSL

[-800]

TOSL

[-695]

TOSL

[-800]

TOSL

[-770]

TOSL

[-730]

TOSL

[-750]

TOSL

[-720]

TOSL

[-680]

TOSL

[-630]

TOSL

[-640]

TOSL

[-620]

TOSL

[-840]

TOSL

[-790]

TOSL

[-820]

TOSL

[-840]TOSL

[-900]

TOSL

[-820]

TOSL

[-790]

TOSL

[-720]

TOSL

[-750]

TOSL

[-630]

TOSL

[-680]

TOSL

[-900]

TOSL

[-900]

TOSL

[-900]

TOSL

[-900]

TOSL

[-900]

TOSL

[-590]

TOSL

[-610]

TOSL

[-630]

TOSL

[-620]

TOSL

[-1500]

TOSL

[-1500]

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

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PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

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FOUNDATION PLAN NOTES

KEY PLAN

# KEY NOTES

A

B

1 : 200 A1

FOUNDATION PLAN - OVERALL

DPS

1 : 200 A3

PARTIAL PLAN AT

BASE OF TRENCH

1 GENERATOR EQUIPMENT PAD, REFER TO TYPICAL DETAIL ON SHEET SB301.

COORDINATE DIMENSIONS WITH EQUIPMENT PROVIDED.

2 UTILITY TRENCH. REFER TO PARTIAL PLAN THIS SHEET FOR TRENCH BASE

ELEVATIONS.

S Y

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MATCHLINE

SB103

5400 1750 2450

WF1.5 WF1.2

W F

1.

W F

1.

W F

1.

W F

1.

WF1.0

WF1.0

W F

1.

W F

2.

C1

C1

C1

C1

C1

C2

W2

W

W2

W

W

W1

(TYP, UON)

W

W

C1

C1

C1

C1

C1

C2

C1

SB301

C1

SB301

C1

SB301

TO

F

[-1300]

TO

F

[-1100]

TO

F

[-1500]

S F

S F

TO

F

[-1500]

TO

F

[-1

0]

TO

F

[-1

0]

TO

F

[-1

0]

S F

S F

TO

F

[-1300]

TO

F

[-1100]

TO

F

[-1500]

TO

F

[-1500]

S F

S F

TO

F

[-1

0]

TO

F [-1

0]

TO

F

[-1

0]

S F

S F

T O

F

[-1800]

TO

F

[-1

0]

TO

F

[-1

0]

T O

F

[-1500]

TO

F

[-1

0]

TO

F

[-1

0]

TOF

[-1500]

SF

1367 1383

600 4800

4 TYP OF 4

2750 2967

S F

TOF

[-1800]

F101

F101

F101

SF

TOF

[-1300]

TOF

[-1100]

767 600

W1

W1 W1

F

W F

2.

W F

2.

W F

2.

REFER TO SHEET SB101 FOR FOUNDATION PLAN NOTES, TYPICAL UNLESS

OTHERWISE NOTED.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

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FOUNDATION PLAN - AREA A

A

B

DPS

1 GENERATOR EQUIPMENT MAT, REFER TO TYPICAL DETAIL ON SHEET SB301

AND SLAB-ON-GRADE SCHEDULE ON SHEET SB104. COORDINATE DIMENSIONS

WITH EQUIPMENT PROVIDED.

2 CONCRETE PIER 'CP1', TOP OF CONCRETE ELEVATION = [+100]

3 CONCRETE PIER 'CP2', TOP OF CONCRETE ELEVATION = [+100]

4 2000Ø x100 THICK INTERIOR EQUIPMENT PAD, TOP OF CONCRETE

ELEVATION = [-800]

5 UNDERGROUND PIPE

6 600 THICK FOUNDATION MAT FOR EXHAUST STACKS AND EQUIPMENT

PLATFORMS

7 PIPE SLEEVES THROUGH WALL, COORDINATE WITH FUEL LINES

8 SLAB-ON-GRADE WITHIN TANK ROOMS, REFER TO SLAB-ON-GRADE PLAN AND

SCHEDULE ON SHEET SB104.

9 2000Ø x500 THICK INTERIOR EQUIPMENT PAD, TOP OF CONCRETE

ELEVATION = [-800]

1:100 0 9 10m87654321

GRAPHIC SCALE(S)

FOUNDATION PLAN NOTES

KEY PLAN

# KEY NOTES

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

A B C

12 12

13 13

33900

20000 2900 11000

MATCHLINE

SB102

T B

F2.75 [-1500]

F2.5 [-1500]

F2.5 [-1500]

5400 1750 2075

WF1.2

WF1.0

W F

1.

W F

1.

WF1.5

W F

1.

W F

2.

C2

C1

C1

C1

C1

C1

W1

(TYP, UON)

W

W

W2

W

W2

W2

C1

C1

C1

C2

C1

C1

W F

1.

C1

SB301

C1

SB301

1367 1383

TOF

[-1500]

SF

TO

F

[-1500]

TO

F

[-1300]

TO

F

[-1100]

S F

S F

S F

S F

TO

F

[-1

0]

TO

F

[-1

0]

T O

F

[-1300]

T O

F

[-1100]

S F

S F

4 TYP OF 5

TOF

[-1300]

TOF

[-1100]

2750 2967

F101

F101

SF

SF

TOF

[-1800]

7500 1000

C2

SB301

600 4800

E

W F

1.

SF

SF

SF

SF

TOF

[-1500]

TOF

[-1100]

TOF

[-1900]

TOF

[-1500]

TOF

[-1100]

TOF

[-1100]

TOF

[-1900]

W F

1.

WF1.0

W1

W1

W1

W1(TYP)

W

W F

1.

W F

1.

W

W2

F

W F

2.

WF2.0

WF1.5 [-1500]

W F

2.

SF

REFER TO SHEET SB101 FOR FOUNDATION PLAN NOTES, TYPICAL UNLESS

OTHERWISE NOTED.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

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E N

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IN

E E

R

IN

G S

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T E

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C O

M M

A N

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A T

L A

N T

IC

N

O R

F O

L K

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AS NOTED

1643338

A T

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T

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C O

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/1 /2

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:4

P

M B

IM

/P

E le c tr ic a l P o w e r

P la n t F

D A

/8

P

E le c t P w r

P ln t F

D A

S

.r v t

SB103

P -3

/P

-3 E

L E

C T

R

IC

A L P

O W

E R

P L A

N T

F O

U N

D A

T

IO

N P

LA

N

A

R E

A B

MSH

14124418

PAA SMS

JWH/SCN

D

JI

B O

U T

I, D

JI

B

O U

T I

C A

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JTW

1 : 100 A1

FOUNDATION PLAN - AREA B

DPS

1 GENERATOR EQUIPMENT MAT, REFER TO TYPICAL DETAIL ON SHEET SB301

AND SLAB-ON-GRADE SCHEDULE ON SHEET SB104. COORDINATE DIMENSIONS

WITH EQUIPMENT PROVIDED.

2 CONCRETE PIER 'CP1', TOP OF CONCRETE ELEVATION = [+100]

3 CONCRETE PIER 'CP2', TOP OF CONCRETE ELEVATION = [+100]

4 2000Ø x100 THICK INTERIOR EQUIPMENT PAD, TOP OF CONCRETE

ELEVATION = [-800]

5 UNDERGROUND PIPE

6 600 THICK FOUNDATION MAT FOR EXHAUST STACKS AND EQUIPMENT

PLATFORMS

7 PIPE SLEEVES THROUGH WALL, COORDINATE WITH FUEL LINES

8 SLAB-ON-GRADE WITHIN TANK ROOMS, REFER TO SLAB-ON-GRADE PLAN AND

SCHEDULE ON SHEET SB104.

9 2000Ø x500 THICK INTERIOR EQUIPMENT PAD, TOP OF CONCRETE

ELEVATION = [-800]

1:100 0 9 10m87654321

GRAPHIC SCALE(S)

FOUNDATION PLAN NOTES

KEY PLAN

# KEY NOTES

A

B

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

12 12

13 13

32900

20000 2900 10000 1000

S-150

S-2200

S-2200

S-2200

S-150

S-2200

S-2200

S-2200

S-2200

S-300A

S-2200

S-2200

S-2200

S-300A

S-200

S-200

MATCHLINE

S-300B [-900]

S-300B [-900]

C1

SF301

SB702

A3

STEEL BAR

GRATING, TYP

E

S-200 [-1300]

S-200 [-1300]

1. TOP OF SLAB-ON-GRADE ELEVATION IS FINISHED FLOOR DATUM

ELEVATION [000]. REFER TO CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR

ELEVATION. SLAB-ON-GRADE ELEVATIONS THAT VARY FROM THE DATUM ARE

NOTED: TOSL [±XXX].

2. TOP OF GRATING ELEVATION = [000], UNLESS OTHERWISE NOTED

3. GRID LINES SHOWN AS SOLID LINES ( ) ARE TO OUTSIDE FACE OF

CONCRETE WALL.

4. GRID LINES SHOWN AS CENTERLINES ( ) ARE TO COLUMN CENTERLINE.

5. CONSTRUCT SLABS-ON-GRADE WITH THE THICKNESS, REINFORCING,

AND JOINT DOWELS (WHERE APPLICABLE) AS SCHEDULED ON THIS SHEET.

CAST SLAB-ON-GRADE OVER CONTINUOUS VAPOR RETARDER, OVER

200mm (MINIMUM) OF POROUS FILL. REFER TO SHEET SB502 FOR

SLAB-ON-GRADE DETAILS.

A. AT "GENERATOR MAT" TYPE FOUNDATION SLABS, PROVIDE MONOLITHIC,

REINFORCED CONCRETE EQUIPMENT SLABS FLUSH WITH

SLAB-ON-GRADE. CONSTRUCT GENERATOR MATS ON COMPACTED

SUBGRADE AND/OR STRUCTURAL FILL PREPARED IN ACCORDANCE WITH

BUILDING FOUNDATION REQUIREMENTS.

B. AT "TANK SLAB" TYPE SLAB-ON-GRADE, PROVIDE REINFORCED SLAB

WITHOUT JOINTS BETWEEN BONDING WALLS.

C. AT “ADMIN WING” TYPE SLAB-ON-GRADE, PROVIDE STANDARD SAWED

CONTRACTION JOINTS AND KEYED CONSTRUCTION JOINTS.

6. SLAB JOINT LAYOUT IS INDICATED ON PLAN. JOINTS MAY BE CONTRACTION

JOINTS OR CONSTRUCTION JOINTS, AS NEEDED TO FACILITATE CONCRETE

PLACEMENT. SLAB JOINT LAYOUT MAY BE AUGMENTED OR MODIFIED AS

NEEDED TO FACILITATE CONCRETE PLACEMENT.

7. REFER TO FOUNDATION PLANS FOR CONCRETE COLUMN TYPES.

8. REFER TO FOUNDATION PLANS FOR CONCRETE WALL TYPES.

9. REFER TO ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS

IN WALLS. COORDINATE WITH THE REQUIREMENTS OF OTHER SYSTEMS FOR

WALL PENETRATIONS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

A T

L A

N T

IC

N

O R

F O

L K

V

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AS NOTED

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LA

N

T

IC

D E

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IG

N A

N D

C O

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T R

U C

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/1 /2

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:4

P

M B

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/P

E le c tr ic a l P o w e r

P la n t F

D A

/8

P

E le c t P w r

P ln t F

D A

S

.r v t

SB104

P -3

/P

-3 E

L E

C T

R

IC

A L P

O W

E R

P L A

N T

S

LA

B -O

N -G

R A

D E

P

LA

N

O V

E R

A

LL

MSH

14124419

PAA SMS

JWH/SCN

D

JI

B O

U T

I, D

JI

B

O U

T I

C A

M P

L E

M O

N N

IE

R

RICHARD STEPHENS

JTW

1:200 0 5 10 15 20m

GRAPHIC SCALE(S)

SLAB-ON-GRADE PLAN NOTES

KEY PLAN

A

B

SLAB-ON-GRADE SCHEDULE

MARK PATTERN TYPE THICKNESS REINFORCING DOWEL JTS

S-150 ADMIN WING 150 Ø12 AT 300 OC EW ---

S-200 ADMIN WING 200 Ø12 AT 300 OC EW, T&B ---

S-300A ENGINE ROOM 300 Ø12 AT 300 OC EW, T&B YES

S-300B TANK SLAB 300 Ø16 AT 150 OC EW, T&B ---

S-2200 GENERATOR MAT 2200 Ø25 AT 150 OC EW, 3 MATS ---

1 : 200 A1

SLAB-ON-GRADE PLAN - OVERALL

DPS

STEEL BAR GRATING SCHEDULE

MARK

MAIN BAR SIZE AND

SPACING

CROSS BAR

SPACING DESIGN LIVE LOAD TREATMENT REMOVABLE

G1 102x10 AT 24 OC 102 OC 12 kPA, 29 kN WHEEL GALVANIZED YES

G2 38x3 AT 30 OC 102 OC 4.8 kPA GALVANIZED NO

G3 38x3 AT 30 OC 102 OC 4.8 kPA GALVANIZED YES

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P

REFER TO SHEET SB104 FOR SLAB-ON-GRADE PLAN NOTES, TYPICAL UNLESS

OTHERWISE NOTED.

1 1

A B C D

C1

SB301

A1

SB301

32900

20000 2900 10000

MATCHLINE

SB106

5400 1750 2450 3150

1TYP

150, TYP

150, TYP

C1

SB301

C1

SB301

4 TYP SB105

C4 TYP

OF 5

4TYP

B1

SB301

B2

SB301

B1

SB301

A2

SB301

B C

400 1800 400 300

NOTE #2

NOTE #2

0 N O

TE

N O

TE

W200X15

W200X15

W

0X

W

0X

W

0X

W

0X

L76X76X6.4

(TYP OF 4)

E

O D

, T Y

P

NOTES:

1. TOP OF STEEL ELEVATION FOR MEMBERS

SUPPORTING DECK/GRATING = [-38].

2. DIMENSION IS TO EDGE OF DECK/GRATING

AND FACE OF ANGLE. COORDINATE WITH

TANK DIMENSIONS.

A5

SB301

B5

SB301

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

A T

L A

N T

IC

N

O R

F O

L K

V

A

AS NOTED

1643338

A T

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N

T

IC

D E

S

IG

N A

N D

C O

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T R

U C

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/1 /2

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:4

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E le c tr ic a l P o w e r

P la n t F

D A

/8

P

E le c t P w r

P ln t F

D A

S

.r v t

SB105

P -3

/P

-3 E

L E

C T

R

IC

A L P

O W

E R

P L A

N T

S

LA

B -O

N -G

R A

D E

P

LA

N

A R

E A

A

MSH

14124420

PAA SMS

JWH/SCN

D

JI

B O

U T

I, D

JI

B

O U

T I

C A

M P

L E

M O

N N

IE

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RICHARD STEPHENS

JTW

A

B

1:25 0 0.5 2.5m1 1.5 2

1:100 0 9 10m87654321

GRAPHIC SCALE(S)

SLAB-ON-GRADE PLAN NOTES

KEY PLAN

# KEY NOTES

1 : 100 A1

SLAB-ON-GRADE PLAN - AREA A

1 : 25 C4

PLAN DETAIL

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DPS

1 STEEL BAR GRATING TYPE G1. REFER TO "STEEL BAR GRATING SCHEDULE" ON

SHEET SB104. REFER TO SB301 DETAILS FOR GRATING BEARING DETAILS AND

EXTENTS.

2 STEEL BAR GRATING TYPE G3. REFER TO "STEEL BAR GRATING SCHEDULE" ON

SHEET SB104.

3 HSS127X76.4X6.4 (LSV), TOP OF STEEL ELEVATION = [-102]

4 L127X76X6.4 (LLV), TOP OF STEEL ELEVATION = [-38]. SEE SECTION B5 ON SB301.

5 EMBEDDED ANGLE AT OVERHEAD DOOR SILL, REFER TO TYPICAL DETAIL ON

SHEET SB502.

6 HSS101.6X101.6X6.4 EXHAUST SUPPORT POST, WITH BASE PLATE BP2. TYPICAL

AT EACH GENSET.

7 W200X52 EXHAUST AND FILTER SUPPORT POST, WITH BASE PLATE BP1.

8 HSS203.2x203.2 WITH BASE PLATE BP3

12 12

13 13

33900

20000 2900 11000

MATCHLINE

SB105

7500 1000

5400 1750 2075

1TYP

150, TYP

150, TYP

C1

SB301

C2

SB301

C1

SB301

A1

SB301

SB105

C4 TYP

OF 6

4TYP

4 TYP

B1

SB301

B2

SB301

C2

SB301

A2

SB301

SIM

E

REFER TO SHEET SB104 FOR SLAB-ON-GRADE PLAN NOTES, TYPICAL UNLESS

OTHERWISE NOTED.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

A T

L A

N T

IC

N

O R

F O

L K

V

A

AS NOTED

1643338

A T

LA

N

T

IC

D E

S

IG

N A

N D

C O

N S

T R

U C

T

/1 /2

:5

:5

P

M B

IM

/P

E le c tr ic a l P o w e r

P la n t F

D A

/8

P

E le c t P w r

P ln t F

D A

S

.r v t

SB106

P -3

/P

-3 E

L E

C T

R

IC

A L P

O W

E R

P L A

N T

S

LA

B -O

N -G

R A

D E

P

LA

N

A R

E A

B

MSH

14124421

PAA SMS

JWH/SCN

D

JI

B O

U T

I, D

JI

B

O U

T I

C A

M P

L E

M O

N N

IE

R

RICHARD STEPHENS

JTW

1 : 100 A1

SLAB-ON-GRADE PLAN - AREA B

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DPS

1 STEEL BAR GRATING TYPE G1. REFER TO "STEEL BAR GRATING SCHEDULE" ON

SHEET SB104. REFER TO SB301 DETAILS FOR GRATING BEARING DETAILS AND

EXTENTS.

2 STEEL BAR GRATING TYPE G3. REFER TO "STEEL BAR GRATING SCHEDULE" ON

SHEET SB104.

3 HSS127X76.4X6.4 (LSV), TOP OF STEEL ELEVATION = [-102]

4 L127X76X6.4 (LLV), TOP OF STEEL ELEVATION = [-38]. SEE SECTION B5 ON SB301.

5 EMBEDDED ANGLE AT OVERHEAD DOOR SILL, REFER TO TYPICAL DETAIL ON

SHEET SB502.

6 HSS101.6X101.6X6.4 EXHAUST SUPPORT POST, WITH BASE PLATE BP2. TYPICAL

AT EACH GENSET.

7 W200X52 EXHAUST AND FILTER SUPPORT POST, WITH BASE PLATE BP1.

8 HSS203.2x203.2 WITH BASE PLATE BP3

1:100 0 9 10m87654321

GRAPHIC SCALE(S)

SLAB-ON-GRADE PLAN NOTES

KEY PLAN

# KEY NOTES

A

B

VAPOR RETARDER

SLAB, SEE PLAN

AND SCHEDULE

12 PJF

[SEE PLAN]

TOSL

GRADE VARIES

CONT 50x100 KEY

WALL FOOTING,

SEE PLAN AND

SCHEDULE

UNDERCUT FOOTING

SUBGRADE AND BACKFILL,

SEE SHEET S100.

CONCRETE WALL,

SEE PLAN AND

SCHEDULE

GRID

WALL VERTICAL REINFORCING

AND DOWELS ARE 'SPECIAL

SEISMIC REINFORCING' (TYP)

DOWELS WITH

STD 90° HOOK

SLAB, SEE PLAN

AND SCHEDULE

50 CLR

C

LR

C

LR

UTILITY TRENCH

SEE PLAN 300

Ø16 AT 300 OC, EACH WAY,

TOP AND BOTTOM,

HOOK AS SHOWN

GRATING, SEE PLAN

AND SCHEDULE

Ø12 AT 300 OC,

EACH WAY, EACH FACE,

HOOK AS SHOWN (TYP) 50 CLR 50 CLR

25 ISOLATION

JOINT (TYP)

[SEE PLAN]

TOSL

[SEE PLAN]

TOSL VARIES

SLAB, SEE PLAN

AND SCHEDULE

SEMIRIGID EPOXY

JOINT FILLER (TYP)

CONT 50x100 KEY (TYP)

SB301

C3

GRATING SPAN

UTILITY TRENCH

SEE PLAN300

[SEE PLAN]

TOSL

MIN [-900]

TOSL VARIES

[-1200]

BOC

50 CLR 50 CLR

CONT 50x100 KEY (TYP)

SLAB, SEE PLAN

AND SCHEDULE

Ø12 AT 300 OC,

EACH WAY, EACH FACE,

HOOK AS SHOWN (TYP)

Ø16 AT 300 OC,

EACH WAY,

TOP AND BOTTOM,

HOOK AS SHOWN

GRATING, SEE PLAN

AND SCHEDULE

STD 180° HOOK

ON SLAB BARS (TYP)

T Y

P

WATERPROOFING,

SEE ARCH DWGS

CONT WATERSTOP (TYP)

VAPOR RETARDER

0, TYP

SB301

C3

GRATING SPAN

[SEE PLAN]

TOSL

MIN [-900]

TOSL VARIES

[-1200]

BOC

HSS, SEE PLAN

T Y

P

FACE OF WALL BEYOND

NOTE:

REFER TO FOR

DETAILS NOT NOTED.

GRATING, SEE PLAN

AND SCHEDULE (TYP)

UTILITY TRENCH

SEE PLAN 300

SB301

C4

SLAB, SEE PLAN

AND SCHEDULE

B1/SB301

GRATING SPAN

GRATING, SEE PLAN

AND SCHEDULE

CONT L89x89x6.4 WITH Ø10x102 LONG HEADED

STUDS AT 600 OC

CONT PL- 10x102

GALVANIZE PLATE AND

ANGLE ASSEMBLY

GRATING, SEE PLAN

AND SCHEDULE (TYP)

HSS, SEE PLAN

CONT ANGLE,

SEE C3/SB301

A

A

GRATING, SEE PLAN

AND SCHEDULE

L89x89x6.4 x150, GALVANIZED, WITH (2) Ø10x102 LONG

HEADED STUDS

150 WIDE x 89 DEEP

POCKET IN CONCRETE

WALL BEYOND

HSS, SEE PLAN

SECTION 'A-A'

SLAB, SEE PLAN

AND SCHEDULE

12 PJF (TYP)

[SEE PLAN]

TOSL

CONCRETE WALL,

SEE PLAN AND

SCHEDULE

VAPOR RETARDER

UNDERCUT FOOTING

SUBGRADE AND BACKFILL,

SEE SHEET S100.

CONT 50x100 KEY

CONT 12 PJF, FULL HEIGHT

BETWEEN WALLS

GRATING AND STEEL

BEAM, SEE PLAN

CONCRETE WALL

AND SLAB, SEE PLAN

WALL FOOTING,

SEE PLAN AND

SCHEDULE

GRID

[-150]

TOW

[-900]

TOC

25 ISOLATION

JOINT (TYP)

UNDERCUT AND BACKFILL,

SEE SHEET SB100

[SEE PLAN]

TOSL

SLAB, SEE PLAN

AND SCHEDULE

SEE PLAN

VAPOR RETARDER

GENERATOR EQUIPMENT.

COORDINATE ANCHORAGE

WITH GENERATOR SUPPLIER.

GENERATOR MAT,

SEE PLAN AND SCHEDULE

50 CLR

C

LR

C

LR75

0, TYP

50 CLR

STD 90° HOOK

EACH END (TYP)

CONT L127x76x7.9 (LLV), GALVANIZED

[SEE PLAN]

TOS

GRATING, SEE PLAN

AND SCHEDULE

CONCRETE WALL,

SEE PLAN

GALVANIZED Ø12x102

EXPANSION ANCHOR

AT 1000 OC AND 200 FROM

ANGLE ENDS

L76x76x6.4 x76 LONG

CLIP, GALVANIZED

(TYP, EACH SIDE OF BEAM)

[SEE PLAN]

TOS

GRATING, SEE PLAN

AND SCHEDULE

(1) Ø12x102 EXPANSION

ANCHOR, GALVANIZED

(TYP, EACH CLIP ANGLE)

3 SIDES,

TYP

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

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N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

N A

V A

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A C

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E E

R

IN

G S

Y S

T E

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C O

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A N

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A T

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F O

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AS NOTED

1643338

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E le c tr ic a l P o w e r

P la n t F

D A

/8

P

E le c t P w r

P ln t F

D A

S

.r v t

SB301

P -3

/P

-3 E

L E

C T

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IC

A L P

O W

E R

P L A

N T

F O

U N

D A

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O

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E C

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IO

N S

MSH

14124422

PAA SMS

JWH/SCN

D

JI

B O

U T

I, D

JI

B

O U

T I

C A

M P

L E

M O

N N

IE

R

RICHARD STEPHENS

JTW

1 : 20 C1

SECTION

1 : 20 A1

SECTION

1:10

0 0.5 1m

1:20 0 2m0.5 1 1.5

GRAPHIC SCALE(S)

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

DPS

1 : 20 B1

SECTION

1 : 20

B2

SECTION

1 : 10 C3

DETAIL

1 : 10

C4

DETAIL

1 : 20 C2

SECTION

1 : 20 A2

SECTION

1 : 10 B5

SECTION

1 : 10 A5

SECTION

'A' AND

'C' BARS

CONT

'D' BARS

L

C O

N T

PLAN AT WALL

WALL

'C' BARS

'B' BARS

PLAN AT COLUMN

COLUMN,

WALL SIMILAR

W

L

SECTION

'B' BARS'A' BARS

'D' BARS

W

T

W

'C' BARS

'B' BARS

'D' BARS

'A' BARS

BOTTOM REINFORCING

CONTINUOUS

THROUGH JOINT

TIE BAR EACH SIDE OF

CONSTRUCTION JOINT

C

LR

, T

O P

(3) Ø16x1200, TOP

CENTERED ON JOINT

S E

E P

L A N

T

PREVIOUS POUR NEW POUR

T/

T/

T/

100 100

CONTINUOUS WALL

FOOTING, SEE PLAN

AND SCHEDULE

PVC OR GALV STEEL

PIPE SLEEVE.

DIA = PIPE DIA + 50 MIN

300 MIN, TYP

200 MIN

10 MPa LEAN CONCRETE, WIDTH EQUAL TO

CONTINUOUS FOOTING WIDTH

M

IN

M A

X

STIRRUP

C

LR

SECTION

TOP BARS

BOTTOM BARS CONCRETE FOOTING.

POUR FOOTINGS AND TIE

BEAMS MONOLITHICALLY.

(REINFORCING NOT

SHOWN FOR CLARITY.)

STD 90° HOOK

C

LR

D

W

75 CLR 50

FOR SIZE AND SPACING

STIRRUPS, SEE SCHEDULE 50

LOCATE LAP SPLICES

(IF USED) AT THIRD-SPAN

OF TIE BEAM

ELEVATION

75 CLR75 CLR

SIDE BARS

(2x STEP DEPTH)

STEP LENGTH

300 MIN

'B' BARS,

SEE SCHEDULE

'Z' BARS SAME SIZE AND

NUMBER AS CONTINUOUS

FOOTING REINFORCING,

BEND AS SHOWN

'A' BARS,

SEE SCHEDULE

SEE S-003

LAP SPLICE, TYP

200 MIN,

400 MAX

'D' BARS,

SEE SCHEDULE

'C' BARS,

SEE SCHEDULE

EXTEND VERTICAL LEG OF

'B' AND 'D' BARS AT STEP.

LAP BARS 300 MIN. (TYP)

75 CLR,

TYP

NUT AND WASHER

50 NON-SHRINK

NON-METALLIC

GROUT

CL COL, BPL,

AND FTG, UON

[SEE PLAN]

TOF

BASE PLATE AND ANCHOR ROD SCHEDULE

ANCHOR RODS

'P

'L

A

TYPE ROD

DIAMETER

BASE PLATE,

SEE SCHEDULE

'A-A'

38 38

CL COL

AND BPL

E Q

E Q

EQ EQ

B /2

B /2

N/2 N/2

BP3

TYP

LEVELING NUT

AND WASHER (TYP)

ANCHOR ROD WITH

HEAVY HEX NUT (TYP).

SEE SCHEDULE.

EMBEDMENT

'L'

PROJECTION

'P' (MIN)

20 300 125

BP2 12 90 50

BP1 20 140 50

NOTES

POST-INSTALLED ANCHORS TO SLAB

POST-INSTALLED ANCHORS TO SLAB

CAST-IN-PLACE ANCHORS

CAST-IN-PLACE ANCHORS

CL COL AND

BPL, UON

[SEE PLAN]

TOP OF SLAB

BASE PLATE,

SEE SCHEDULE

POST-INSTALLED ANCHORS

MECHANICAL EXPANSION

ANCHOR SYSTEM

A A A

BASE PLATE

THICKNESS

't'

LENGTH

'N'

WIDTH

'B'

20360360

12250250

12250250

TIE

SECTION

B

WCONCRETE

FOOTING, SEE PLAN

[SEE PLAN]

TOP OF PIER

[SEE PLAN]

TOF

3 TIES AT 50 OC

CONCRETE PIER, SEE

SCHEDULE FOR SIZE AND

REINFORCING

STD 90° HOOK (TYP)

0, TYP

CONCRETE SLAB

SEE TYPICAL ANCHOR ROD

AND BASE PLATE DETAIL ON

SHEET SB501

CL COL, PIER

AND FTG, UON

1/2" PREMOLDED

JOINT FILLER ALL

AROUND PIER (TYP)

ELEVATION

20 CHAMFER (TYP)

CONCRETE PIER SCHEDULE

CP2 3600 3600 (64) Ø20

CP1 600 600 (8) Ø25 Ø12 AT 200

MARK SIDE 'B' SIDE 'W'

VERTICAL

REINFORCING

TIE

REINFORCING

Ø12 AT 200

W F

2.

W F

1.

F102

'A AND 'C' BARS,

SEE SCHEDULE

'B' AND 'D' BARS,

SEE SCHEDULE

NOT TO SCALE

TYPICAL FOOTING DIAGRAM

NOT TO SCALE

TYPICAL CONCRETE

FOOTING CONSTRUCTION JOINT

FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCING

NOTESW L T 'A' BARS 'B' BARS 'C' BARS 'D' BARS

F2.5 2500 2500 450 (8) Ø20 (8) Ø20 - -

F2.75 2750 2750 450 (10) Ø20 (10) Ø20 - -

F101 5717 8800 800 (15) Ø25 (32) Ø25 (15) Ø20 (32) Ø20

F102 4150 1150 400 (15) Ø20 Ø20 AT 300 (15) Ø20 Ø20 AT 300 SEE PLAN DETAIL THIS SHEET

WF1.0 1000 CONT 400 (4) Ø20 Ø16 AT 300 - -

WF1.2 1200 CONT 500 (5) Ø20 Ø16 AT 300 (5) Ø16 Ø16 AT 300

WF1.5 1500 CONT 600 (5) Ø20 Ø20 AT 300 (5) Ø20 Ø20 AT 300

WF2.0 2000 CONT 600 (7) Ø20 Ø20 AT 300 (7) Ø20 Ø20 AT 300

NOT TO SCALE

TYPICAL PIPE SLEEVE BENEATH FOOTING

NOT TO SCALE

TYPICAL CONCRETE TIE BEAM REINFORCING

TIE BEAM SCHEDULE

MARK

DIMENSIONS REINFORCING

NOTESW D TOP BARS BOTTOM BARS SIDE BARS STIRRUPS

TB1 600 450 (3) Ø20 (3) Ø20 (2) Ø20 Ø10 AT 200

NOT TO SCALE

TYPICAL STEPPED FOOTING

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

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.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L

F A

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G S

Y S

T E

M S

C O

M M

A N

D

A T

L A

N T

IC

N

O R

F O

L K

V

A

AS NOTED

1643338

A T

LA

N

T

IC

D E

S

IG

N A

N D

C O

N S

T R

U C

T

/1 /2

:5

:5

P

M B

IM

/P

E le c tr ic a l P o w e r

P la n t F

D A

/8

P

E le c t P w r

P ln t F

D A

S

.r v t

SB501

P -3

/P

-3 E

L E

C T

R

IC

A L P

O W

E R

P L A

N T

TY

P

IC

A

L F

O U

N D

A

TI

O N

D E

T A

IL

S

MSH

14124423

PAA SMS

JWH/SCN

D

JI

B O

U T

I, D

JI

B

O U

T I

C A

M P

L E

M O

N N

IE

R

RICHARD STEPHENS

JTW

DPS

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

NOTES:

1. PROVIDE STANDARD 90-DEGREE HOOKS ON BARS TERMINATING WITHIN A FOOTING, TYPICAL.

2. PROVIDE UNIFORMLY SPACED REINFORCING BARS, UNLESS OTHERWISE NOTED.

NOT TO SCALE

TYPICAL BASE PLATE AND ANCHOR ROD

NOT TO SCALE

TYPICAL CONCRETE PIER

NOT TO SCALE

PLAN DETAIL -

FOOTING F102

50 CLR

(2) Ø12 x1200

AT MID-DEPTH

RE-ENTRANT

CORNER

SLAB REINFORCEMENT,

SEE PLAN

CONCRETE

SLAB-ON-GRADE

VAPOR RETARDER

[SEE PLAN]

TOSL

T

C

LR

POROUS FILL

SAWCUT JOINT, DEPTH

EQUAL TO 1/4 OF

SLAB THICKNESS

[SEE PLAN]

TOSL

T

NOTE:

SEE ARCHITECTURAL

DRAWINGS FOR EXACT

LOCATION OF DEPRESSION.

3mm RADIUS

TOOLED EDGE

CONCRETE

SLAB-ON-GRADE

SEE ARCH DWGS

FOR DEPTH OF

SLAB DEPRESSION

MIN

T

[SEE PLAN]

TOSL

SEE PLAN

T

50x100 CONT KEY

APPLY LIQUID CURING

COMPOUND TO ENTIRE

FACE OF PREVIOUS POUR

TO PREVENT BONDING

PREVIOUS POUR NEW POUR

50 CLR

SEE PLAN

[SEE PLAN]

TOSL

T

TYPICAL SLAB-ON-GRADE SAWED CONTRACTION JOINT (SJ) KEYED CONSTRUCTION JOINT (KCJ) SLAB DEPRESSION (SD)

50 50

150 150 150 150

SEE PLANSEE PLAN

SLAB REINFORCEMENT,

SEE PLAN

[SEE PLAN]

TOSL

50x100 CONT KEY

STD 180° HOOK

AT DOOR

SLOPE AT

EXTERIOR

SLABS ONLY,

SEE PLAN

WALL BEYOND,

SEE PLAN

DN

SECTION

INTERIOR WALL

SLAB-ON-GRADE EACH SIDE

[SEE PLAN]

TOF

[SEE PLAN]

TOSL

WALL

FOOTING,

SEE PLAN

WALL REINFORCEMENT,

SEE PLAN AND SCHEDULE

STD 180° HOOK

AT DOOR

WALL BEYOND,

SEE PLAN

SECTION

EXTERIOR WALL

TYPICAL

[SEE PLAN]

TOF

SIDEWALK,

SEE CIVIL DWGS

12 PJF

[SEE PLAN]

TOSL

WALL

FOOTING,

SEE PLAN

OVERHEAD DOOR,

SEE ARCH DWGS

SECTION

EXTERIOR WALL

AT OVERHEAD DOOR

[SEE PLAN]

TOF

PAVING,

SEE CIVIL DWGS

12 PJF

WALL BEYOND,

SEE PLAN

DRAPE SLAB BARS AT

THRESHOLD

(1) Ø12 AT RE-ENTRANT

CORNER, EACH SIDE,

MIDDLE OF SLAB

12 PJF CONT (TYP)

EXTERIOR CONCRETE

WALL DOWN TO

FOOTING, SEE PLAN

PLAN

EXTERIOR

E D

G E

O F

S

LA

B

Ø12 AT 300 OC

C

LR

S E

E A

R C

H D

W G

S

W A

LL

O

P E

N

IN

G

(1) Ø12 AT RE-ENTRANT

CORNER, EACH SIDE,

MIDDLE OF SLAB

12 PJF CONT

AROUND WALLS

(TYP AT JAMBS)

INTERIOR CONCRETE

WALL DOWN TO

FOOTING, SEE PLAN

PLAN

INTERIOR

C

LR

S E

E A

R C

H D

W G

S

W A

LL

O

P E

N

IN

G

(1

Ø

C O

N T

K C

J

TURN DOWN VAPOR RETARDER

TO TOP OF FOOTING TURN DOWN VAPOR RETARDER

TO TOP OF FOOTING

WALL

FOOTING,

SEE PLAN

TURN DOWN VAPOR RETARDER

TO TOP OF FOOTING

C

LR

C

LR

SLOPE TO

DRAIN 1:10

CONT GALV L51x51x6.4 WITH Ø12 x100 HEADED

STUDS AT 600 OC AND

100 FROM ENDSSLAB REINFORCEMENT,

SEE PLAN

WALL

REINFORCEMENT,

SEE PLAN AND

SCHEDULE

WALL REINFORCEMENT,

SEE PLAN AND SCHEDULE

Ø12 AT 300 OC, EACH WAY

CONCRETE

SLAB-ON-GRADE

FACE OF EQUIPMENT

EQUIPMENT PAD

20 CHAMFER (TYP)

[SEE PLAN]

TOSL

C

LR

U O

N

ROUGHEN SURFACE

TO 3mm AMPLITUDE

AND APPLY

BONDING AGENT

TYP

NOTE:

COORDINATE SIZE AND HEIGHT

OF EQUIPMENT PAD WITH

EQUIPMENT MANUFACTURER

Ø12 DOWELS AT 300 OC

WITH STD 90° HOOK.

DRILL AND EPOXY 75 INTO SLAB.

SLAB REINFORCEMENT,

SEE PLAN

CONCRETE

SLAB-ON-GRADE

20x75x150 PLATE

DOWELS AT 450 OC

[SEE PLAN]

TOSL

SEE PLAN

T

APPLY LIQUID CURING

COMPOUND ALONG ENTIRE

FACE OF PREVIOUS POUR

TO PREVENT BOND

SEMIRIGID JOINT FILLER

DOWELED CONSTRUCTION JOINT (DCJ)

E Q

E Q

SLAB REINFORCEMENT,

SEE PLAN

CONCRETE

SLAB-ON-GRADE

VAPOR RETARDER

[SEE PLAN]