1596300dwg14of26_Structural.pdf

1. GENERAL

1.A. THIS PROJECT IS SUBJECT TO IBC 2015 SPECIAL INSPECTION REQUIREMENTS AND STRUCTURAL OBSERVATIONS FOR SEISMIC RESISTANCE AS MODIFIED BY UFC 3-301-01. THE STATEMENT AND SCHEDULE OF SPECIAL INSPECTIONS DEFINE THE SCOPE OF SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS AND ARE INCLUDED WITH THE PROJECT

SPECIFICATIONS.

1.B. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDED TO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT SPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND

REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

1.C. COORDINATE STRUCTURAL WORK WITH WORK SHOWN ON OTHER DRAWINGS.

1.D. CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. PROVIDE MEANS AND METHODS OF CONSTRUCTION

INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARY BRACING TO MAINTAIN THE STRUCTURE IN A SAFE AND STABLE CONDITION AT ALL TIMES. UNDERTAKE NECESSARY MEASURES TO ENSURE SAFETY OF PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. VISITS TO THE SITE BY THE OWNER OR OWNER REPRESENTATIVES

DO NOT RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

1.E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACT DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION MUST BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITH THE APPROVAL OF THE CONTRACTING OFFICER. WHERE SECTIONS VARY, PROVIDE FOR SMOOTH TRANSITIONS

BETWEEN THEM, UNLESS NOTED OTHERWISE.

2. DESIGN STANDARDS

2.A. THE INTERNATIONAL BUILDING CODE 2015 AS ADOPTED AND MODIFIED BY UFC 1-200-01 AND UFC 3-301-01 IS THE PRINCIPAL

CODE OF RECORD.

2.B. ASCE 7, AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010.

2.C. UNIFIED FACILITIES CRITERIA:

1. UFC 1-200-01 (20 JUNE 2016 WITH CHANGE 2, 1 NOVEMBER 2018) DoD BUILDING CODE (GENERAL BUILDING

REQUIREMENTS).

2. UFC 3-301-01 (1 JUNE 2013 WITH CHANGE 4, 1 NOVEMBER 2018) STRUCTURAL ENGINEERING

3. UFC 3-310-04 (1 JUNE 2013 WITH CHANGE 1, 20 JUNE 2016) SEISMIC DESIGN FOR BUILDINGS

4. UFC 4-010-01 (12 DECEMBER 2018) DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

2.D. ACI 318, AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014.

2.E. ACI 530/ASCE 5/TMS 402, AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 2013.

2.F. ANSI/AISC 360, AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2010.

2.G. ANSI/SDI-RD-2010, STEEL DECK INSTITUTE STANDARD FOR STEEL ROOF DECK, 2010.

2.H. ANSI SJI-K-2010, STEEL JOIST INSTITUTE STANDARD SPECIFICATION FOR OPEN WEB STEEL JOISTS, K-SERIES, 2010.

2.I. ANSI SJI-LH/DLH-2010, STEEL JOIST INSTITUTE STANDARD SPECIFICATION FOR LONGSPAN STEEL JOISTS, LH-SERIES AND

DEEP LONGSPAN STEEL JOISTS, DLH-SERIES, 2010.

2.J. AWS D1.1, AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE - STEEL, 2011.

5. GEOTECHNICAL INFORMATION

5.A. SOURCE: THE INFORMATION PROVIDED IN THE GET SOLUTIONS, INC. REPORT "PRELIMINARY REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES" DATED 7 DECEMBER 2018 AND HAS BEEN USED FOR THE DESIGN

OF THE FOUNDATIONS.

5.B. SITE PREPARATION

1. EXCAVATION, FILL, AND BACKFILL MUST BE IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.

2. REFER TO OVEREXCAVATION DETAIL ON S-501 TO BE USED AT ALL BUILDING COLUMN AND WALL FOUNDATIONS.

2. NOTIFY THE CONTRACTING OFFICER WHEN LOOSE OR SOFT SOILS ARE EXPOSED WHERE SLABS OR FOOTINGS ARE TO

BE PLACED SO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THIS POTENTIALLY UNDESIRABLE

CONDITION.

5.C. SOIL CHARACTERISTICS

1. UNIT WEIGHT: 140 PCF MOIST.

2. WATER TABLE DEPTH: APPROXIMATELY 6.5 TO 9.5 FEET BELOW EXISTING GRADES.

5.D. LATERAL EARTH PRESSURE

1. AT-REST CONDITION, Ko: 0.5.

2. ACTIVE CONDITION, Ka: 0.33.

3. PASSIVE CONDITION, Kp: 3.0.

5.E. SLAB AND FOOTING DESIGN PARAMETERS

1. MODULUS OF SUBGRADE REACTION: 125 PCI.

2. ALLOWABLE BEARING CAPACITIES: 2500 PSF.

3. FROST DEPTH: 0".

4. CONCRETE-SOIL COEFFICIENT OF FRICTION: 0.35

5. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5.

b. UPLIFT: 1.5.

c. SLIDING: 2.0.

3. DESIGN LOADS

3.A. RISK CATEGORY: II PER UFC 3-301-01 TABLE 2-2.

3.B. LIVE LOADS PER UFC 3-301-01 TABLE D-1 AND F-35 TRAINING FACILITY REQUIREMENTS. REFER TO S-004 FOR LIVE LOAD

PLAN.

1. SLAB-ON-GRADE, UNO: 100 PSF

2. MECHANICAL ROOMS: 125 PSF

3. ROOF LIVE LOAD (MINIMUM): 20 PSF

4. RAISED ACCESS FLOORING: 250 PSF

5. SIMULATORS: 250 PSF

3.C. COLLATERAL LOADS: 15 PSF

3.D. EQUIPMENT LOADS

1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 100 LBS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED OR REQUIRES STRUCTURAL CHANGES FOR

ANY OTHER REASON, AT NO ADDITIONAL COST TO THE OWNER AND WITH NO INCREASE IN CONTRACT TIME, PROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURAL WORK NECESSARY TO SUPPORT

LOADS IN ACCORDANCE WITH THE DESIGN STANDARDS LISTED ABOVE.

3.E. WIND LOADS PER UFC 3-301-1 TABLE F-1

1. ULTIMATE DESIGN WIND SPEED, Vult: 138 MPH 3-SECOND GUST.

2. NOMINAL DESIGN WIND SPEED, Vasd: 107 MPH 3-SECOND GUST.

3. EXPOSURE CATEGORY: C.

4. INTERNAL PRESSURE COEFFICIENT, GCpi: +/- 0.18.

5. ENCLOSURE CLASSIFICATION: ENCLOSED.

6. TOPOGRAPHIC FACTOR, Kzt: 1.0.

7. REFER TO SHEET S-003 FOR DESIGN ULTIMATE COMPONENTS AND CLADDING WIND PRESSURES FOR ROOFS AND

WALLS.

3.F. SEISMIC LOADS PER UFC 3-301-1 TABLE F-3

1. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: SS = 0.12g, S1 = 0.06g.

2. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: SDS = 0.128g, SD1 = 0.096g.

3. IMPORTANCE FACTOR, IE: 1.0

4. SITE CLASS: D

5. SEISMIC DESIGN CATEGORY: B.

6. LATERAL FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLS

7. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

8. SEISMIC BASE SHEAR, V: 287 KIPS

9. RESPONSE MODIFICATION COEFFICIENT, R: 2

10. SEISMIC RESPONSE COEFFICIENT, Cs: 0.064

3.G. SNOW LOADS PER UFC 3-301-1 TABLE E-2

1. GROUND SNOW LOAD, Pg: 10 PSF.

2. FLAT-ROOF SNOW LOAD, Pf: 10 PSF.

3. SNOW EXPOSRE FACTOR, Ce: 1.0.

4. SNOW LOAD IMPORTANCE FACTOR, IS: 1.0.

5. THERMAL FACTOR, Ct: 1.1.

6. UNBALANCED SNOW LOAD

a. UNBALANCED: 10 PSF.

b. ADDITIONAL SURCHARGE: 20 PSF.

c. WIDTH: 14 FT.

6. REINFORCED CONCRETE

6.A. CONCRETE: NORMAL WEIGHT WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI.

6.B. FORMWORK:

1. COORDINATE CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED

ITEMS.

2. ACCURATELY PLACE, SUPPORT AND SECURE EMBEDDED ITEM SUCH AS ANCHOR RODS AND WELD PLATES BEFORE PLACING CONCRETE TO PREVENT DISPLACEMENT OF EMBEDDED ITEM BEYOND PERMITTED TOLERANCES.

3. SLEEVE PIPING OR UTILITIES PASSING THROUGH CONCRETE TO MAINTAIN 1" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE. (REFER TO OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. PROVIDE MEASURES TO ENSURE

THAT SLEEVES REMAIN FREE OF DEBRIS AND WATER DURING CONSTRUCTION.)

4. PROVIDE 3/4" CHAMFER STRIPS ON EDGES OF EXPOSED CONCRETE, UNLESS NOTED OTHERWISE.

5. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING OFFICER, FOOTINGS MAY BE EARTH-

FORMED USING UNDISTURBED NATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4" GREATER THAN INDICATED.

6.C. REINFORCING STEEL:

1. BARS: ASTM A615 GRADE 60. ASTM A706 FOR WELDABLE REINFORCEMENT WHERE INDICATED. SHOP FABRICATE BENT

BARS AND BARS WITH HOOKS.

2. WELDED WIRE REINFORCEMENT: ASTM A185, SHEET TYPE. DO NOT USE ROLL TYPE.

3. DETAIL AND PLACE REINFORCEMENT IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI SP-66, ACI 301

AND ACI 318, AND THE CONCRETE REINFORCING STEEL INSTITUTE CRSI MANUAL OF STANDARD PRACTICE.

4. UNLESS NOTED OTHERWISE, USE THE FOLLOWING MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT FOR

CAST-IN-PLACE NONPRESTRESSED CONCRETE MEMBERS:

a. CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND:

SLAB-ON-GRADE: 1/2 OF SLAB THICKNESS, BUT NOT LESS THAN 2".

ALL OTHER: 3".

b. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3"

c. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

SLAB, JOISTS, AND WALLS FOR #11 BAR OR SMALLER: 1".

BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES: 2".

5. UNLESS NOTED OTHERWISE, USE THE FOLLOWING EMBEDMENT AND LAP SPLICE LENGTHS FOR REINFORCING

STEEL BARS:

a. MINIMUM STRAIGHT EMBEDMENT LENGTHS:

#6 BARS AND SMALLER: 38 BAR DIAMETERS

#7 BARS AND LARGER: 48 BAR DIAMETERS

b. MINIMUM LAP SPLICE LENGTHS:

#6 BARS AND SMALLER: 50 BAR DIAMETERS

#7 BARS AND LARGER: 63 BAR DIAMETERS

c. MINIMUM STANDARD HOOK EMBEDMENT LENGTHS: 20 BAR DIAMETERS

d. HORIZONTAL BARS HAVING MORE THAN 12" OF CONCRETE PLACED BELOW THEM ARE CONSIDERED TOP

REINFORCEMENT AND REQUIRE A MINIMUM STRAIGHT EMBEDMENT AND LAP SPLICE LENGTHS INCREASE BY NOT LESS THAN 30% OVER THE MINIMUM STRAIGHT EMBEDMENT LENGTHS AND MINIMUM LAP SPLICE

LENGTHS NOTED ABOVE.

e. HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE CRITICAL SECTION OF THE BAR TO THE

FARTHEST EDGE OF THE HOOK.

6.D. EPOXY GROUT: CONFORM TO ASTM C881, TYPE IV, GRADE 3, EXCEPT GEL TIMES.

PROVIDE MINIMUM EMBEDMENT LENGTH REQUIRED TO DEVELOP ULTIMATE STRENGTH OF BAR.

6.E. RIGID GEOFOAM FILL: ASTM D6817.

1. MINIMUM COMPRESSIVE RESISTANCE: 250 PSF.

6.F. JOINTS:

1. LOCATE CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTS AS INDICATED OR SPECIFIED, OR

OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

2. CLEAN SURFACES OF HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS TO REMOVE LAITANCE AND EXPOSE

CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX. THOROUGHLY CLEAN AND WET SURFACE OF

CONSTRUCTION JOINTS JUST PRIOR TO DEPOSITING CONCRETE.

6.G. FMS/OTW TRAINER FLOOR SLAB CRITERIA

1. THE FMS/OTW DISPLAY SYSTEM ROOM FLOOR MUST BE FLAT AND LEVEL WITHIN ±0.25IN PER 10FT. THE TOTAL

DIFFERENCE BETWEEN THE HIGHEST AND LOWEST POINTS OF THE ENTIRE FLOOR SURFACE WITH THE SYSTEM FOOTPRINT MUST NOT EXCEED 0.75IN. ALL VERTICAL PROJECTS MUST BE GROUND DOWN TO LEVEL AND ALL

CRACKS AND HOLES FILLED WITH SUITABLE CONCRETE FILLER.

2. THE FMS FLOOR MUST BE A SINGLE FLOATING SLAB WITH NO EXPANSION OR CONTROL JOINTS UNDER ANY PORTION OF

THE FMS/OTW DEVICE.

3. ANY BURIED CONDUIT OR TRENCH MUST AVOID THE PROJECTOR TOWER CONCRETE FLOOR ANCHOR BOLT LOCATIONS.

TOP 4" OF FMS/OTW SLAB MUST REMAIN FREE OF REINFORCEMENT OR OTHER EMBEDDED ITEMS. COORDINATE PROJECTOR TOWER ANCHORAGE REQUIREMENTS PRIOR TO INSTALLATION OF REQUIRED TRENCH HARDWARE.

7. REINFORCED MASONRY

7.A. MASONRY HAS BEEN DESIGNED FOR STRENGTH BASED ON THE STRENGTH DESIGN METHODOLOGY.

7.B. MASONRY:

1. UNITS: ASTM C90, MINIMUM NET AREA COMPRESSIVE STRENGTH = 2000 PSI.

2. WEIGHT CLASSIFICATION: NORMALWEIGHT

3. MORTAR: ASTM C270, TYPE M OR S.

4. AGGREGATE FOR MORTAR: ASTM C144. AGGREGATE FAILING TO COMPLY WITH THE ASTM C144 GRADATION

REQUIREMENTS MAY BE USED PROVIDED THE MORTAR CAN BE PREPARED TO COMPLY WITH THE ASTM C270

PROPERTY SPECIFICATION REQUIREMENTS FOR LABORATORY PREPARED MORTAR..

5. MINIMUM SPECIFIED COMPRESSIVE STRENGTH: f'm = 2000 PSI.

7.C. REINFORCING STEEL:

1. BARS: ASTM A615 GRADE 60. ASTM A706 FOR WELDABLE REINFORCEMENT WHERE INDICATED. SHOP FABRICATE BENT

BARS AND BARS WITH HOOKS.

2. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".

3. LAP CONTINUOUS HORIZONTAL AND VERTICAL REINFORCING 48 BAR DIAMETERS.

4. PROVIDE REINFORCING STEEL DOWELS WITH STANDARD 90 DEGREE HOOKS OF THE SAME

SIZE AND SPACING AS VERTICAL REINFORCING FROM THE SUPPORTING STRUCTURE.

7.D. GROUT:

1. PROPERTIES: COARSE GROUT PER ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2000 PSI, SLUMP = 8" TO 11".

2. FULLY GROUT CELLS BELOW GRADE, CELLS THAT CONTAIN REINFORCING STEEL AND CELLS THAT CONTAIN

PLATES, BOLTS OR OTHER EMBEDDED ITEMS. PROVIDE MASONRY UNITS WITH MINIMUM SPACE IN CELLS TO RECEIVE GROUT OF 3"x 3" AND ALIGN THESE CELLS TO PROVIDE UNOBSTRUCTED OPENINGS.

7.E. CONTROL JOINT:

1. USE PREMOLDED CONTROL JOINT KEY INSERTS WITH SASH BLOCK; USE CORRUGATED METAL SEPARATOR AT BOND

BEAM LOCATIONS.

2. LOCATE CONTROL JOINT KEY INSERTS WHERE INDICATED ON ARCHITECTURAL FLOOR PLANS; OR WHEN NOT

INDICATED, AS LISTED BELOW:

a. 1.5 x WALL HEIGHT OR 25'-0" O.C., WHICHEVER IS LESS.

b. AVOID CREATING SLIP PLANES AT DOOR OR WINDOW LOCATIONS.

c. ADJACENT TO CORNERS WITHIN A DISTANCE OF 1/2 THE CONTROL JOINT SPACING.

7.F. EXPANSION / CONTRACTION JOINTS:

1. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE TOP OF THE CMU WALL AND THE BOTTOM OF THE STRUCTURE, EXCEPT AT

LOAD BEARING WALLS.

2. PROVIDE A MINIMUM 3/4" GAP BETWEEN THE END OF AN INTERIOR CMU WALL AND THE SIDE OF A BEAM.

3. PROVIDE CONTINUOUS COMPRESSIBLE FILLER OR FIRE SAFEING INSULATION AS REQUIRED (FULL WIDTH AND FULL

LENGTH) OF THE SAME THICKNESS AS THE JOINT.

7.G. TOP CLIP SUPPORTS:

1. PROVIDE BENT PLATE SUPPORTS OR DIAGONAL BRACING SUPPORT AT EVERY VERTICAL REINFORCEMENT LOCATION

AND AS LISTED BELOW, EXCEPT AT LOAD BEARING WALLS.

2. LOCATE AT DISCONTINUOUS ENDS OF WALLS, AT EACH SIDE OF INTERMEDIATE CONTROL JOINTS, AND AT EACH SIDE

ABOVE OPENINGS WIDER THAN 6'-6".

3. TWO CELLS UNDER EACH TOP CLIP MUST BE FULLY GROUTED. SOLID MASONRY UNITS MAY BE PROVIDED.

7.H. REFER TO MASONRY WALL REINFORCING PLAN AND SCHEDULE ON S-100 AND TYPICAL CMU DETAILS ON S-503 FOR

VERTICAL REINFORCEMENT AND BOND BEAM REINFORCEMENT SIZES, LOCATIONS AND PLACEMENT DETAILS.

7.I. USE STANDARD LADDER TYPE HORIZONTAL JOINT REINFORCING AT EVERY OTHER COURSE (16 INCHES ON CENTER

MAXIMUM SPACING). BEGIN AT TOP OF FIRST BLOCK COURSE. IN ADDITION, PROVIDE HORIZONTAL JOINT REINFORCING IN TWO JOINTS IMMEDIATELY ABOVE AND BELOW OPENINGS. EXTEND JOINT REINFORCING 2 FEET MINIMUM BEYOND THE

OPENING JAMB ON EACH SIDE OF THE OPENING.

7.J. DISCONTINUE HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINTS.

4. SERVICEABILITY LIMITS

4.A. FOUNDATION SETTLEMENT LIMIT: NOT TO EXCEED 1/2" DIFFERENTIAL OR 1" TOTAL.

4.B. ROOF FRAMING DEFLECTION LIMIT:

1. SUPPORTING PLASTER CEILING: L/240 TOTAL LOAD, L/360 LIVE LOAD.

2. SUPPORTING NONPLASTER CEILING: L/180 TOTAL LOAD, L/240 LIVE LOAD

3. NOT SUPPORTING CEILING: L/180 TOTAL LOAD, L/240 LIVE LOAD

4.C. WIND DRIFTS: H/480 BASED ON A NOMINAL DESIGN WIND SPEED.

4.D SEISMIC STORY DRIFT: 0.10 TIMES THE STORY HEIGHT USING THE APPLICABLE DEFLECTION AMPLIFICATION FACTOR

WITHOUT THE SEISMIC IMPORTANCE FACTOR.

4.E. OPENING SUPPORT DEFLECTION LIMIT AND WALL OUT-OF-PLANE DEFLECTION LIMIT: L/600.

8. STRUCTURAL STEEL

8.A. STRUCTURAL STEEL FRAMING HAS BEEN DESIGNED FOR STRENGTH USING THE STRENGTH DESIGN (LRFD) METHODOLOGY

AND FOR STABILITY USING THE DIRECT ANALYSIS METHOD OF DESIGN.

8.B. PROVIDE MATERIALS CONFORMING WITH THE FOLLOWING:

1. SHAPES (OTHER THAN W AND WT), PLATES AND THREADED RODS: ASTM A36, Fy = 36 KSI.

2. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.

3. RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C, Fy = 50 KSI.

4. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE C, Fy = 46 KSI.

5. WELDING: AWS D1.1 USING E70 ELECTRODES.

6. HEADED STUDS: COLD-FINISHED STEEL CONFORMING TO ASTM A108, GRADE 1015 OR 1020.

7. BOLTS: 3/4" DIAMETER ASTM F1554 GRADE A325 UNLESS NOTED OTHERWISE.

8. ANCHOR RODS: ASTM F1554 GRADE 36 UNLESS SPECIFICALLY NOTED AS GRADE 55.

9. POST-INSTALLED ANCHORS:

a. ADHESIVE ANCHORS: ASTM A36 CARBON STEEL THREADED RODS WITH ASTM C881 TYPE IV GRADE 3 EPOXY

RESIN ADHESIVE.

b. MASONRY ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH CYLINDRICAL WIRE MESH SCREEN TUBE

AND INJECTABLE HYBRID ADHESIVE.

10. GROUT: CEMENTITIOUS NONSHRINK.

8.C. LOCATE ANCHOR RODS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN POSITION PRIOR TO AND WHILE

PLACING CONCRETE. PROTECT IN-PLACE ANCHOR RODS FROM CONSTRUCTION ACTIVITY. DO NOT INSERT ANCHOR RODS INTO FRESH OR PARTIALLY HARDENED CONCRETE. DO NOT SUBSTITUTE POST-INSTALLED ANCHORS FOR EMBEDDED

ANCHOR RODS.

8.D. HOT-DIP GALVANIZE EXTERIOR EXPOSED STRUCTURAL STEEL FRAMING AFTER FABRICATION, INCLUDING LINTEL

ASSEMBLIES.

8.E. SPLICE STEEL MEMBERS ONLY WHERE INDICATED.

GENERAL NOTES

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

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N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

DONALD ELLIOT

(BY EMAIL 08JAN2020)

WF-X.X WALL FOOTING MARK

SLAB-ON-GRADE JOINT

PLAN KEY NOTE:

X=N FOR FOUNDATION PLAN

KEY NOTE

X=R FOR ROOF FRAMING PLAN

KEY NOTE

Y=NOTE NUMBER

XY

TOF XX'-XX" TOP OF FOOTING ELEVATION FROM

REFERENCE ELEVATION 100'-0"

CHANGE IN ROOF/SLAB

SLOPE/ELEVATION

FD

FLOOR DRAIN WITH SLAB

SLOPE TO DRAIN

X:Y NOMINAL ROOF SLOPE:

X = RISE ROUNDED TO NEAREST 1/8" AND

Y = RUN.

CF-X.X COLUMN FOOTING MARK

WX CMU WALL REINFORCING MARK

JOIST BEARING ELEVATION FROM

REFERENCE ELEVATION 100'-0"

FRAMED ROOF OPENING FOR ROOF TOP

FANS EF AND SF

JBE XXX'-XX"

ROOF DECK WARP LINE

JOIST BOTTOM CHORD EXTENSION AT COLUMN

CENTERLINE

BEAM TO COLUMN MOMENT CONNECTION

EQUIPMENT HOUSEKEEPING PAD

BELOW GRADE PIPES CROSSING

FOOTING

STEPPED FOOTING

SF

SUSPENDED MECHANICAL EQUIPMENT WHERE

XXXX LBS DENOTES EQUIPMENT WEIGHT IN

POUNDS

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

END REACTIONS

BEAM SIZE

# SHEAR STUDS

CAMBER

TRUSS BEARING ELEVATION FROM

REFERENCE ELEVATION 100'-0"

TBE XXX'-XX"

BEAM 4 ANGLE SHEAR SPLICE

CONNECTION

SBWxD STRAP BEAM MARK:

W = WIDTH

D = DEPTH

RIDGE / HIP

VALLEY

FD

FLOOR DRAIN

AA - ALUMINUM ASSOCIATION

AB - ANCHOR BOLT

ABT - ABOUT

ACI - AMERICAN CONCRETE INSTITUTE

ADH - ADHESIVE

AGGR - AGGREGATE

AHR - ANCHOR

AISI - AMERICAN IRON AND

STEEL INSTITUTE

AISC - AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL - ALUMINUM

ALTN - ALTERNATE

ANSI - AMERICAN NATIONAL

STANDARDS INSTITUTE

APPROX- APPROXIMATE

ARCH - ARCHITECT

ASTM - AMERICAN SOCIETY FOR

TESTING OF MATERIALS

AWS - AMERICAN WELDING

SOCIETY

BC - BOLT CIRCLE

BLDG - BUILDING

BM - BEAM

BO - BOTTOM OF

BOS - BOTTOM OF STEEL

BOT - BOTTOM

BPL - BEARING PLATE

B/P - BASE OF PIER

BRG - BEARING

BRKT - BRACKET

BTWN - BETWEEN

CAP - CAPACITY

C/C - CENTER TO CENTER

CL - CENTER LINE

CF - CUBIC FEET

CFS - COLD-FORMED STEEL

CHKR - CHECKER

CIR - CIRCLE

CJ - CONSTRUCTION JOINT

CLR - CLEAR

CLJ - CONTROL JOINT

CMU - CONCRETE MASONRY UNIT

CO - CONCRETE OPENING

COMP - COMPRESSION

CONC - CONCRETE

CONT - CONTINUOUS

CONTR - CONTRACT

COL - COLUMN

CONN - CONNECTION

COTR - CONTRACTING OFFICER

COR - CORNER

COORD - COORDINATE

CRSI - CONCRETE REINFORCING

STEEL INSTITUTE

CTR - CENTER

CTRD - CENTERED

CY - CUBIC YARD

DBL - DOUBLE

DET - DETAIL

DIAG - DIAGONAL

DIA - DIAMETER

DIM - DIMENSION

DK - DECKING

DL - DEAD LOAD

DN - DOWN

DWL - DOWEL

DWG - DRAWING

E - EAST

EA - EACH

ED - EQUIPMENT DRAIN

EF - EACH FACE

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EMBED - EMBEDMENT

EQ - EQUAL

EQUIV - EQUIVALENT

EQ SP - EQUALLY SPACED

EQUIP - EQUIPMENT

EXIST - EXISTING

EXP - EXPANSION

EXT - EXTERIOR

EW - EACH WAY

FAB - FABRICATE

FD - FLOOR DRAIN

FDN - FOUNDATION

FTG - FOOTING

FF - FAR FACE

FL - FLOOR

FLG - FLANGE

FNSH - FINISH

FS - FAR SIDE

FT - FEET

FUT - FUTURE

GA - GAGE

GALV - GALVANIZE

GB - GRADE BEAM

GND - GROUND

GR - GRADE

GRTG - GRATING

H - SLAB THICKNESS

HEF - HORIZONTAL EACH

FACE

HEX - HEXAGON

HG - HIGH

HK - HOOK

HR - HANDRAIL

HPT - HIGH POINT

HORIZ - HORIZONTAL

HS - HIGH STRENGTH

HSS - HOLLOW STRUCTURAL SECTION

IBC - INTERNATIONAL

BUILDING CODE

ID - INSIDE DIAMETER

IF - INSIDE FACE

IJ - ISOLATION JOINT

IN - INCHES

INTR - INTERIOR

INVT - INVERT

IR - INSIDE RADIUS

ISO - ISOMETRIC

JBE - JOIST BEARING ELEVATION

JT - JOINT

KB - KNEE BRACE

KCJ - KEYED CONSTRUCTION JOINT

KPL - KICK PLATE

KSI - KIPS PER

SQUARE INCH

L - ANGLE

LAD - LADDER

LB - POUND

LD - DEVELOPMENT LENGTH

LG - LONG

LL - LIVE LOAD

LLH - LONG LEG HORIZONTAL

LLO - LONG LEG OUTSTANDING

LLV - LONG LEG VERTICAL

LONG - LONGITUDINAL

LPT - LOW POINT

LNTL - LINTEL

LS - LAP SPLICE

LSV - LONG SIDE VERTICAL

MAS - MASONRY

MATL - MATERIAL

MAX - MAXIMUM

MC - MOMENT CONNECTION

MECH - MECHANICAL

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM

MISC - MISCELLANEOUS

MK - MARK

MO - MASONRY OPENING

N - NORTH

NA - NOT APPLICABLE

NE - NORTHEAST

NF - NEAR FACE

NOM - NOMINAL

NW - NORTHWEST

NIC - NOT IN CONTRACT

NTS - NOT TO SCALE

NO - NUMBER

NS - NEAR SIDE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OF - OUTSIDE FACE

OPNG - OPENING

OPP - OPPOSITE

OSHA - OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION

OZ - OUNCE

PCF - POUNDS PER CUBIC FOOT

PED - PEDESTAL

PEJ - PREMOLDED EXPANSION JOINT

PEN - PENETRATE

PEMB - PRE-ENGINEERED METAL

BUILDING

PERP - PERPENDICULAR

PJNT - PROJECTION

PL - PLATE

PLC - PLACES

PREFAB - PREFABRICATED

PS - PIPE SUPPORT

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

R - RISER

RAD - RADIUS

RD - ROOF DRAIN

RE: - REFER TO

REF - REFERENCE

REINF - REINFORCE

REQD - REQUIRED

REV - REVISION

RM - ROOM

S - SOUTH

SB - SHEAR BAR

SCHED - SCHEDULE

SE - SOUTHEAST

SECT - SECTION

SH - SHEET

SIM - SIMILAR

SF - SQUARE FOOT (FEET)

SJ - SLAB JOINT

SLO - SHORT LEG OUTSTANDING

SL - SLOPE

SLV - SLEEVE

SP - SPECIAL

SPEC - SPECIFICATION

SQ - SQUARE

SSLT - SHORT SLOTTED

SST - STAINLESS STEEL

STD - STANDARD

STL - STEEL

STIF - STIFFENER

STIR - STIRRUP

STR - STRAIGHT

STRL - STRUCTURAL

STRUC - STRUCTURE

SW - SOUTHWEST

SYMM - SYMMETRICAL

T - TON

TEMP - TEMPORARY

THK - THICK

THRU - THROUGH

THD - THREAD

T/ - TOP OF

TOB - TOP OF BOLT

T/C OR

TOC - TOP OF CONCRETE

TOF - TOP OF FOOTING

TOG - TOP OF GRATING

T/STL OR

TOS - TOP OF STEEL

T/P - TOP OF PIER

T&B - TOP AND BOTTOM

TRD - TREAD

TS - THICKENED SLAB

TYP - TYPICAL

UNO - UNLESS NOTED

OTHERWISE

VAR - VARIES

VERT - VERTICAL

VEF - VERTICAL EACH FACE

W - WEST

WD - WIDE

W/ - WITH

W/O - WITHOUT

WP - WORK POINT

WS - WATERSTOP

WT - WEIGHT

WWR - WELDED WIRE

REINFORCEMENT

WDT - WIDTH

@ - AT

& - AND

# - POUNDS OR NUMBER

% - PERCENT

Ø - DIAMETER

SECTION, DETAIL, AND ELEVATION SYMBOL

IDENTIFIERS:

DRAWING SEQUENCE NUMBER INDICATES

WHERE TITLE IS LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND TITLE ARE ON

THE SAME DRAWING)

LETTER AND NUMBER

DESIGNATOR FOR GRID COORDINATE

ONE OR TWO CHARACTER DISCIPLINE

DESIGNATOR (MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

ELEVATION CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

PLAN TITLE EXAMPLE:

A1

VIEW TITLE

1/8" = 1'-0"

A1

VIEW TITLE

1/8" = 1'-0" (A-101)

A#

SIM

A-101

A#

SIM

A-101

A#

A-201

A#

A-201

A1

VIEW TITLE

1/8" = 1'-0"

PLAN

NORTH

4' 8' 16'0'

4' 8' 16'0'

4' 8' 16'0'

10. STEEL DECK

10.A. PROVIDE STEEL DECK OF THE SIZE, GAGE, TYPE AND FINISH INDICATED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI), "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND THE STEEL DECK INSTITUTE (SDI), "DESIGN MANUAL FOR COMPOSITE DECKS, FORM

DECKS, AND ROOF DECKS."

10.B. FABRICATE STEEL DECK FROM G90 GALVANIZED STRUCTURAL QUALITY SHEET STEEL CONFORMING WITH ASTM A653

WITH A MINIMUM YIELD STRENGTH OF 33 KSI.

10.C. INSTALL STEEL DECK WITH SPANS PERPENDICULAR TO SUPPORTS WITH A MINIMUM OF THREE CONTINUOUS SPANS

AND WITH A MINIMUM 2" END LAP LENGTH AND BEARING AT SUPPORTS.

10.D. FABRICATE AND INSTALL STEEL DECK WITH FULL WIDTH PANELS AT THE PERIMETER. DO NOT USE FILLER SHEETS OR OTHER ACCESSORIES WHERE PARTIAL WIDTH PANELS ARE NECESSARY. WHERE PARTIAL WIDTH PANELS ARE NECESSARY, USE STEEL DECK CUT FROM SAME TYPE AND GAGE SHEETS AS REMAINDER OF STEEL DECK. NEST CUT

PANELS AT LEAST ONE FULL FLUTE OVER ADJACENT FULL WIDTH PANELS.

10.E. SUPPORT STEEL DECK AT EDGES OF OPENINGS. PROVIDE ADDITIONAL SUPPORT STEEL AS INDICATED. FABRICATE SO THAT DECK RUNS CONTINUOUSLY OVER MINOR OPENINGS THAT ARE CUT BY OTHER TRADES AFTER INSTALLATION OF

THE DECK.

10.F. COMPLY WITH AWS D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL" FOR WELDING OF DECK TO SUPPORTING

MEMBERS.

10.G. DO NOT SUPPORT PERMANENT SUSPENDED LOADS FROM ROOF DECK.

11. COLD-FORMED METAL FRAMING

11.A. PROVIDE COLD-FORMED METAL FRAMING OF THE SIZE, GAGE, TYPE AND FINISH INDICATED IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE (AISI), "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED

STEEL STRUCTURAL MEMBERS" AND THE STEEL STUD MANUFACTURERS ASSOCIATIONS (SSMA).

11.B. SHAPE DESIGNATIONS: STUDS AND TRACKS PER SSMA PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE, FLANGE WIDTH, AND MATERIAL THICKNESS.

11.C. FRAMING MEMBERS: FABRICATE COLD-FORMED FRAMING MEMBERS CONFORMING TO ASTM C955 FROM G90 GALVANIZED STRUCTURAL QUALITY SHEET STEEL CONFORMING TO ASTM A653 WITH A YIELD STRENGTH OF 33 KSI FOR 43 MIL AND

THINNER MEMBERS AND 50 KSI FOR MEMBERS THICKER THAN 43 MIL.

11.D. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND MANUFACTURER'S STANDARD HEADS ELSEWHERE.

11.E. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

9. STEEL JOISTS

9.A. DESIGN, FABRICATE AND ERECT STEEL JOISTS, BRIDGING, AND ACCESSORIES IN ACCORDANCE WITH STEEL JOIST

INSTITUTE STANDARDS AND SPECIFICATIONS.

9.B. PROVIDE JOIST BRIDGING CONFORMING TO SJI SPECIFICATIONS, INCLUDING ADDITIONAL BRIDGING REQUIRED FOR JOISTS SUBJECTED TO UPLIFT LOADS AND FOR JOISTS SPANNING PERPENDICULAR TO ROOF SLOPES. PROVIDE CROSS-BRIDGING AT ENDS OF BRIDGING LINES, CHANGES IN JOIST DEPTH AND AT ROLLED STEEL SHAPES SPANNING PARALLEL TO JOISTS.

ANCHOR ENDS OF BRIDGING LINES TO BEAMS AND WALLS. DO NOT SUPPORT MECHANICAL, PIPING, CEILING OR OTHER

LOADS FROM BRIDGING.

9.C. K-SERIES AND LH-SERIES JOIST SIZES SHOWN ARE BASED ON THE ALLOWABLE STRENGTH DESIGN (ASD) STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS FOR THE TABULATED SPAN, TOTAL SAFE UNIFORMLY DISTRIBUTED LOAD- CARRYING CAPACITIES AND THE UNIFORMLY DISTRIBUTED LIVE LOAD THAT WILL PRODUCE A JOIST DEFLECTION OF 1/360 OF THE SPAN. FURTHER DESIGN AND MODIFY JOISTS AS REQUIRED FOR THE GEOMETRY SHOWN AND ADDITIONAL DISTRIBUTED AND CONCENTRATED LOADS INDICATED OR OTHERWISE PROVIDED BY EQUIPMENT VENDORS.

9.D. PROVIDE JOISTS CAPABLE OF SUPPORTING A 300 LB CONCENTRATED LOAD AT ANY POINT ALONG THE TOP OR BOTTOM

CHORD IN ADDITION TO OTHER LOADS INDICATED OR SPECIFIED.

9.E. JOISTS MUST BE ATTACHED TO SUPPORTING STRUCTURAL MEMBERS OR BEARING PLATES USING A MINIMUM 3/16" X 1 1/2" LONG FILLET WELD OR 1/2" ASTM F1554 GRADE A325 SNUG-TIGHT BOLT ON EACH SIDE OF THE K-SERIES JOIST SEAT AND 3/4" DIAMETER ASTM F1554 GRADE A325 SNUG-TIGHT BOLT ON EACH SIDE OF THE LH JOIST SEAT, UNLESS NOTED OTHERWISE. BOLTS MUST BE USED FOR ALL NON-PANELIZED JOISTS OF 40 FT OR GREATER SPAN. CONNECTIONS MUST BE

VERIFIED BY THE JOIST MANUFACTURER.

9.F. DO NOT CHANGE JOIST DEPTH FROM THAT INDICATED, USE LARGER DIAMETER BOLTS FOR JOIST ATTACHMENT OR MAKE MODIFICATIONS TO JOISTS WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL

ENGINEER OF RECORD.

9.G. COMPLY WITH OSHA SAFETY STANDARDS FOR THE ERECTION OF STEEL JOISTS.

9.H. JOISTS SUPPORTING STEEL DECK MUST BE INSTALLED TO PROVIDE A FLAT PLANE FOR DECK ATTACHMENT. JOIST

MODIFICATIONS AND SHIMS MUST BE PROVIDED AS REQUIRED.

9.I. MINIMUM JOIST SEAT DEPTHS: 7".

9.J. FMS/OTW JOIST CRITERIA: FOR FMS/OTW JOISTS, TOP AND BOTTOM CHORDS MUST NOT EXCEED 4" IN DEPTH.

GENERAL NOTES CONTINUED PLAN LEGEND

CALLOUT IDENTIFICATION

ABBREVIATIONS

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

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N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

NOTE: REFER TO WIND ISOMETRIC - SOUTHEAST CORNER

FOR WIND ZONES NOT LABELED.

TYP

a

TYP

a

NOTE: REFER TO WIND ISOMETRIC - NORTHWEST CORNER

FOR WIND ZONES NOT LABELED.

TYP

a

TYP

a

1. REFER TO GENERAL NOTES FOR WIND LOAD DESIGN CRITERIA.

2. WIND PRESSURES ARE ULTIMATE VALUES BASED ON AN

ULTIMATE DESIGN WIND SPEED. MULTIPLY PRESSURES BY 0.6

TO CONVERT TO NOMINAL PRESSURES.

3. PRESSURE ARE GROSS VALUES AND DO NOT INCLUDE DEAD

LOADS.

4. FOR ROOF JOIST DESIGN, CALCULATE THE NET WIND UPLIFT ON

THE JOIST BY SUBTRACTING 10 PSF FROM 0.6 TIMES THE

COMPONENT AND CLADDING PRESSURE.

5. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD

AND AWAY FROM THE SURFACES, RESPECTIVELY.

6. DESIGN COMPONENTS AND CLADDING FOR THE MAXIMUM

POSITIVE AND NEGATIVE WIND PRESSURES.

7. EFFECTIVE WIND AREA:

a. FOR ELEMENTS, THE EFFECTIVE WIND AREA IS THE SPAN

LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH THAT

NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH.

b. FOR FASTENERS, THE EFFECTIVE WIND AREA MUST NOT

BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN

INDIVIDUAL FASTENER.

c. a = 8.0 FT

8. LINEAR INTERPOLATION IS PERMITTED FOR INTERMEDIATE

EFFECTIVE AREAS.

9. & INDICATE NET PRESSURE CONTRIBUTION FROM TOP

AND BOTTOM SURFACES AT ROOF OVERHANG IN ROOF

COMPONENTS & CLADDING AREAS 2 & 3, RESPECTIVELY.

WIND ISO DIAGRAM NOTES:

TOP SURFACE

BOTTOM SURFACE

WIND ZONE

EFFECTIVE WIND AREA

10 SF 20 SF

+31 -31

50 SF 100 SF 500 SF

+30 -30 +27 -27 +26 -26NET

TOP SURFACE

BOTTOM SURFACE

+31 -45 +29 -41 +26 -34 +24 -29

+31 -31 +29 -30 +26 -27 +24 -26

+26 -26

+24 -29

+24 -26

NOTES:

1. FOR NET PRESSURE, MINUS SIGNS SIGNIFY UPLIFT.

2. FOR TOP AND BOTTOM SURFACE PRESSURE, MINUS SIGNS

SIGNIFY PRESSURES ACTING AWAY FROM THE SURFACE.

ATTACHED CANOPY COMPONENTS

AND CLADDING SCHEDULE

ATTACHED CANOPY

BUILDING WALL

COMPONENTS & CLADDING SCHEDULE

WIND ZONE

EFFECTIVE WIND AREA

10 SF 20 SF 50 SF 100 SF 500 SF

1 +27 -43 +25 -42 +22 -40 +19 -39 +19 -39

2 +27 -74 +25 -69 +22 -61 +19 -55 +19 -55

3 +27 -74 +25 -69 +22 -61 +19 -55 +19 -55

4 +43 -46 +39 -45 +38 -41 +37 -39 +32 -36

5 +43 -57 +39 -54 +38 -49 +37 -45 +32 -36

OH2 -82 -82 -82 -82 -82

OH3 -138 -123 -108 -93 -93

B1

WIND ISOMETRIC - NORTHWEST CORNER

A4

WIND ISOMETRIC - SOUTHEAST CORNER

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

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NOT TO SCALE

A1

ATTACHED CANOPY C&C LOADS

OH3

OH2

TYP

TYP

OH3

OH2

TYP

TYP

OH2 OH3

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MCAS CP

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

G

H

I

K

L

M

N

O

P

Q

R

S

T

U

V

11 13 16 17 18 19 21 2220

F

J

12 14 15

125 PSF - STANDARD FLOOR

250 PSF - RAISED ACCESS FLOOR

OCCUPANCY/USE DESIGNATION

NOTE: 100 PSF STANDARD FLOOR OTHERWISE.

250 PSF - STANDARD FLOOR

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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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P A

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1/16" = 1'-0" A1

FLOOR LIVE LOADING PLAN - OVERALL

8' 16' 32'0'

PLAN

NORTH

PLAN

NORTH

A B

C

D

KEY PLAN

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

FOUNDATION PLAN GENERAL NOTES

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B

C

D

E

G

H

I

K

L

M

N

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P

Q

R

S

T

U

V

11 13 16 17 18 19 21 2220

TOC 98'-6" TOC 98'-6"

TOC 98'-6"

TOC 98'-6"TOC 98'-6"

TOC 98'-6"

TOC 98'-6"

TOC 98'-6"TOC 98'-6"

TOC 98'-6"TOC 98'-6"

TOC 106' - 0"

TOC 105' - 0"

TOC 103' - 0"

TOC 102' - 0"

TOC 101' - 0"

TOC 100'-0"

TOC 100'-0" TOC 100'-0"

TOC 100'-0" TOC 100'-0"

TOC 100'-0"

TOC 100'-0"

TOC 100'-0" TOC 100'-0"

SJ (TYP)

S J

(T Y

P

TOC 104' - 0"

F

J

12 14 15

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

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A N

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DRAWFORM REVISION: 12 APRIL 2018

PM/DM

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CHIEF ENG/ARCH

FIRE PROTECTION

N A

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N D

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ID

-A

T L A

N T

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C

I C

O R

E N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

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IA

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

O R

T H

C A

R O

L

IN

A

AS NOTED

P -2

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S-005

S

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LA

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DTJ

12804030

RCP RCP

1/16" = 1'-0" B1

SLAB PLAN

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 AND S-502 FOR TYPICAL SLAB DETAILS.

3. REFER TO SHEETS S-100 THRU S-104 FOR DIMENSIONS NOT NOTED.

4. REFER TO SHEETS S-101 THRU S-104 FOR FOUNDATION PLAN KEY

NOTES.

5. SLAB JOINTS ARE NOT PERMITTED WITHIN THE FMS/OTW TRAINER

FLOOR SLAB.

SLAB PLAN GENERAL NOTES

PLAN

NORTH

A B

C

D

KEY PLAN

8' 16' 32'0'

PLAN

NORTH

S Y

M D

E S

C R

IP

T

I O N

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U

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11 13 16 17 18 19 21 2220

F

J

12 14 15

4'

0"

6'

8"

6'

0"

15' - 4" 114' - 0" 15' - 4"

5' - 4" 129' - 4" 84' - 0" 103' - 4"

W2

W2

W2

W2

W2

W3

W4

W4

W4

W4

W4

W4 W4

W3

W4 W4

W4

W4

W4

W4

W4

W4

W4

W4

W4

W4

W4

W4

W4

W4

W1 W1

W1W1

W1

W4

W4

W4

W4

W4

W4

W3

W3

W3 W5

W3

W3

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 AND S-502 FOR TYPICAL FOUNDATION DETAILS AND

COLUMN AND WALL FOOTING SCHEDULES.

3. REFER TO THIS SHEET FOR MASONRY WALL REINFORCING SCHEDULE.

4. TOP OF FOOTING ELEVATION IS [-2''-0"] FROM REFERENCED FINISHED

FIRST FLOOR ELEVATION OF [+100.0'], UNLESS NOTED OTHERWISE

THUS [TOF +X'-X"] ON AREA PLANS LOCATED ON S-101 THRU S-104.

5. REFER TO S-005 FOR SLAB ELEVATIONS.

FOUNDATION PLAN GENERAL NOTES

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

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DRAWFORM REVISION: 12 APRIL 2018

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CHIEF ENG/ARCH

FIRE PROTECTION

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EJA

M C

A S

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R Y

P O

IN

T

C H

E R

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P O

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N

O R

T H

C A

R O

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IN

A

AS NOTED

P -2

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F O

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R A

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DTJ

12804031

CBT ZGA

1/16" = 1'-0" A1

FOUNDATION AND SLAB PLAN - OVERALL

8' 16' 32'0'

PLAN

NORTH

A B

C

D

KEY PLAN

PLAN

NORTH

MASONRY WALL REINFORCING SCHEDULE

MARK

NOMINAL

BLOCK SIZE

REINFORCING

DESCRIPTIONVERTICAL HORIZONTAL

W1 12" #5 @ 16" O.C. (2) #5 @ 48" O.C.

W2 12" #5 @ 24" O.C. (2) #5 @ 48" O.C.

W3 12" #5 @ 32" O.C. (2) #5 @ 48" O.C.

W4 12" #5 @ 48" O.C. (2) #5 @ 48" O.C.

W5 8" #5 @ 8" O.C. (2) #5 @ 48" O.C.

S Y

M D

E S

C R

IP

T

I O N

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1 2 3 4 5 6

C

G

H

I

M

P

5' - 4" 19' - 11 3/8" 18' - 11 1/4" 32' - 11 3/8" 33' - 0 1/2"

110' - 2 1/2"

C1

S-301

N1

N1

TYP

N3

B1

S-301

TYP

N4

M A

T C

H

LI

N E

S E

E S

H E

E T

S -1

CF8.0

CF8.0 CF9.0 CF9.0

CF9.0A

CF6.0A

CF8.0B

CF6.0

CF6.0 CF6.0A

CF6.0A

WF3.0

W F

3.

W F

3.

W F

3.

W F

3.

W F

3.

W F

3.

WF3.0

WF3.0

WF3.0

WF3.0

WF3.0

B2

S-301

B4

S-301

A1

S-301

TOF 98' - 0"

(TYP WF, UNO)

TOF 98' - 8"

(TYP CF, UNO)

TOF 97' - 0"

TOF 97' - 0"

A2

S-301

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

3/8

HSS6X

6X

1/2

HSS8X

6X

5/8

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/2

/8

/8

/8

9'

3/

8"

/4

20' - 0" 11 5/8" 19' - 8 3/8" 11 5/8" 31' - 0 3/8" 11 5/8"

4'

8"

TOF 97' - 0"

TOF 97' - 0"

WF2.0

W F

2.

TOF 97' - 0"

W F

2.

HSS6X6X1/4

SIM

A1

S-301

C4

S-301

TYP

5' - 9" 26' - 10 3/4" 26' - 10 3/4" 5' - 9"

3'

0"

/8

2'

3/

8"

5' - 8 5/8" 5' - 8 5/8"

T Y

P

3'

0"

11' - 4"

FD

FD

FD

FD

FD

FD

FD

TYP

N9

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

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IL

IT

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E R

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G

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DRAWFORM REVISION: 12 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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N

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F O

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IA

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

O R

T H

C A

R O

L

IN

A

AS NOTED

P -2

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F O

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D A

TI

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N D

S

LA

B P

LA

N

A

R E

A A

DTJ

12804032

CBT ZGA

1/8" = 1'-0" A1

FOUNDATION AND SLAB PLAN - AREA A

N1 6” CONCRETE SLAB-ON-GRADE REINFORCED WITH 6X6-W2.9X2.9

WELDED WIRE FABRIC OVER 20 MIL MINIMUM VAPOR BARRIER AND 12”

DEPTH OF CAPILLARY WATER BARRIER.

N2 FMS/OTW TRAINER FLOOR SLAB. 12" SLAB-ON-GRADE WITH #6 BARS AT

12" ON CENTER, EACH WAY, EACH FACE WITH 4" COVER FROM

REINFORCEMENT TO TOP OF SLAB. PLACE SLAB ON 20 MIL VAPOR

BARRIER AND 12" DEPTH OF CAPILLARY WATER BARRIER. SLAB JOINTS

ARE NOT PERMITTED. SLAB MUST BE FLAT AND LEVEL WITHIN ±0.25IN

PER 10FT. THE TOTAL DIFFERENCE BETWEEN THE HIGHEST AND

LOWEST POINTS OF THE ENTIRE FLOOR SURFACE WITH THE SYSTEM

FOOTPRINT MUST NOT EXCEED 0.75IN. ALL VERTICAL PROJECTIONS

MUST BE GROUND DOWN TO LEVEL AND ALL CRACKS AND HOLES

FILLED WITH SUITABLE CONCRETE FILLER.

N3 ADD (2) #4 X 4'-0" LONG BARS CENTERED IN SLAB AT ALL RE-ENTRANT

CORNERS.

N4 EQUIPMENT PAD, REFER TO DETAIL ON SHEET S-502. COORDINATE

EXACT QUANTITY, SIZE, AND LOCATION WITH EQUIPMENT SUPPLIER.

N5 TRENCH. REFER TO S-401 FOR ADDITIONAL INFORMATION.

N7 UNINTERRUPTABLE POWER SUPPLY SUPPORTED BY RAISED ACCESS

FLOORING. 4400 LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL

FOR ADDITIONAL INFORMATION.

N8 FMS SERVER RACK SUPPORTED BY RAISED ACCESS FLOORING. 1800

LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL FOR ADDITIONAL

INFORMATION.

N9 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET S-502 FOR SLAB

SLOPE TO DRAIN WHERE SLAB DEPRESSION IS INDICATED. REFER TO

PLAN LEGEND ON S-002 FOR SYMBOL DEFINITIONS.

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 AND S-502 FOR TYPICAL FOUNDATION DETAILS AND

COLUMN AND WALL FOOTING SCHEDULES.

3. REFER TO S-100 FOR MASONRY WALL TYPES AND REINFORCING

SCHEDULE.

4. TOP OF FOOTING ELEVATION IS [-2''-0"] FROM REFERENCED FINISHED

FIRST FLOOR ELEVATION OF [+100.0'], UNLESS NOTED OTHERWISE

THUS [TOF X'-X"] ON PLAN.

5. REFER TO S-005 FOR TOP OF SLAB ELEVATIONS.

FOUNDATION PLAN GENERAL NOTES

FOUNDATION KEY NOTES NX

PLAN

NORTH

4' 8' 16'0'

PLAN

NORTH

A B

C

D

KEY PLAN

S Y

M D

E S

C R

IP

T

I O N

D A

TE

A

P P

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S U

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6 7 8 9 10

B

C

D

E

G

I

K

N

O

P

11 13 16 17 18 19 21 22

3'

1/ 2"

211' - 9 1/2"

N1

N1

TYP

N4

HSS6X6X1/4

HSS6X6X1/4

C4

S-301

TYP

M A

T C

H

LI

N E

S E

E S

H E

E T

S -1

M A

T C

H

LI

N E

S E

E S

H E

E T

S -1

CF9.0

CF8.0

CF6.0

CF6.0 CF6.0

CF6.0

CF9.0

CF8.0

CF6.0

CF8.0

CF8.0

CF8.0

CF9.0

CF8.0B

W F

2.

W F

3.

W F

3.

WF3.0 WF3.0

WF2.0

W F

2.

WF2.0

TOF 98' - 0"

TOF 98' - 0"TOF 96' - 8"

TOF 98' - 0"

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/4

HSS6X

6X

1/2

HSS6X

6X

1/4

HSS6X

6X

1/2

HSS6X

6X

3/8

HSS6X

6X

1/4

HSS6X

6X

1/2

HSS6X

6X

5/1

HSS6X

6X

5/8

HSS6X

6X

5/8

TYP

N3

/4

9'

0"

/2

/4

/4

5'

1/ 8"

8'

3" 2'

1/ 8"

4'

0" 4'

1/ 2"

14' - 0" 57' - 8 3/8"

W F

3.

B1

S-402

TOF 97' - 0"

F

12 14

C3

S-404

WF3.0

TOF 96' - 8"

WF3.0

W F

3.

TOF 96' - 8"

SF

SF

TOF 98' - 0"

S F

W F

3.

CF8.0D

C2

S-301

2'

3"

39' - 9 1/4" 3' - 3" 1' - 8 1/2"

17' - 4 3/4" 4' - 4" 8"

3' - 8" 8' - 1 3/4" 15' - 8 1/2" 34' - 9 1/2" 1' - 1 3/4" 17' - 9" 28' - 2 1/2" 19' - 11" 15' - 4"

42' - 0" 42' - 0" 103' - 4"

(TYP WF, UNO)

TOF 98' - 8"

(TYP CF, UNO)

3'

5/

8"

/4

24' - 4 1/2" 8' - 4 3/4"

/8

/8

5 7/8" 28' - 0 3/4"

42' - 0 7/8" 11 5/8"

14' - 5 1/8"

3'

0"

6' - 0 5/8"

/8

/4

/8

FD

FD

FD

FD

FD

FD FD

FD FD

FD

FD

FD

FD

FD

TYP

N9

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

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A V

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DRAWFORM REVISION: 12 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

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N D

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ID

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T L A

N T

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O R

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A V

A L

S T

A T

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N

N

O R

F O

L K

V

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G

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IA

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

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T

N

O R

T H

C A

R O

L

IN

A

AS NOTED

P -2

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S-102

F O

U N

D A

TI

O

N A

N D

S

LA

B P

LA

N

A

R E

A B

DTJ

12804033

CBT ZGA

N1 6” CONCRETE SLAB-ON-GRADE REINFORCED WITH 6X6-W2.9X2.9

WELDED WIRE FABRIC OVER 20 MIL MINIMUM VAPOR BARRIER AND 12”

DEPTH OF CAPILLARY WATER BARRIER.

N2 FMS/OTW TRAINER FLOOR SLAB. 12" SLAB-ON-GRADE WITH #6 BARS AT

12" ON CENTER, EACH WAY, EACH FACE WITH 4" COVER FROM

REINFORCEMENT TO TOP OF SLAB. PLACE SLAB ON 20 MIL VAPOR

BARRIER AND 12" DEPTH OF CAPILLARY WATER BARRIER. SLAB JOINTS

ARE NOT PERMITTED. SLAB MUST BE FLAT AND LEVEL WITHIN ±0.25IN

PER 10FT. THE TOTAL DIFFERENCE BETWEEN THE HIGHEST AND

LOWEST POINTS OF THE ENTIRE FLOOR SURFACE WITH THE SYSTEM

FOOTPRINT MUST NOT EXCEED 0.75IN. ALL VERTICAL PROJECTIONS

MUST BE GROUND DOWN TO LEVEL AND ALL CRACKS AND HOLES

FILLED WITH SUITABLE CONCRETE FILLER.

N3 ADD (2) #4 X 4'-0" LONG BARS CENTERED IN SLAB AT ALL RE-ENTRANT

CORNERS.

N4 EQUIPMENT PAD, REFER TO DETAIL ON SHEET S-502. COORDINATE

EXACT QUANTITY, SIZE, AND LOCATION WITH EQUIPMENT SUPPLIER.

N5 TRENCH. REFER TO S-401 FOR ADDITIONAL INFORMATION.

N7 UNINTERRUPTABLE POWER SUPPLY SUPPORTED BY RAISED ACCESS

FLOORING. 4400 LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL

FOR ADDITIONAL INFORMATION.

N8 FMS SERVER RACK SUPPORTED BY RAISED ACCESS FLOORING. 1800

LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL FOR ADDITIONAL

INFORMATION.

N9 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET S-502 FOR SLAB

SLOPE TO DRAIN WHERE SLAB DEPRESSION IS INDICATED. REFER TO

PLAN LEGEND ON S-002 FOR SYMBOL DEFINITIONS.

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 AND S-502 FOR TYPICAL FOUNDATION DETAILS AND

COLUMN AND WALL FOOTING SCHEDULES.

3. REFER TO S-100 FOR MASONRY WALL TYPES AND REINFORCING

SCHEDULE.

4. TOP OF FOOTING ELEVATION SHALL BE [-2''-0"] FROM REFERENCED

FINISHED FIRST FLOOR ELEVATION OF [+100.0'], UNLESS NOTED

OTHERWISE THUS [TOF +X'-X"] ON PLAN.

5. REFER TO S-005 FOR SLAB ELEVATIONS.

FOUNDATION PLAN GENERAL NOTES

FOUNDATION KEY NOTES NX

PLAN

NORTH

4' 8' 16'0'

PLAN

NORTH

A B

C

D

KEY PLAN

1/8" = 1'-0" A1

FOUNDATION AND SLAB PLAN - AREA B

S Y

M D

E S

C R

IP

T

I O N

D A

TE

A

P P

R

IS

S U

E D

F O

R C

O N

S T

R U

C

TI

O N

1/

/2

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

G

L

O

Q

18 19 22

8'

1/ 4"

N1

N1

TYP

N3

C1

S-301

C4

S-301

TYP

M A

T C

H

LI

N E

S E

E S

H E

E T

S -1

MATCHLINE

SEE SHEET S-104

CF8.0C

CF6.0

CF8.0

CF9.0 CF8.0B

TYP

N4

W F

3.

WF3.0

WF3.0

/4

1/ 2"

/4

/4

63' - 5 1/2" 17' - 9" 63' - 5 1/2"

B1

S-401

B1

SIM

S-401

OPP

N5

TOF 96' - 8"

(TYP WF, UNO)

N5

S F

TOF 96' - 8"

N2

N2

N1

N1

/8

4'

1/

8"

50' - 11 5/8"

HSS6X

6X

5/8

HSS6X

6X

3/8

HSS6X

6X

5/8

HSS6X

6X

5/8

HSS6X

6X

5/8

N8N7

N8

N7

W F

3.

W F

3.

WF3.0

J

2'

1/

4" 4'

0"

HSS6X

6X

3/8

CF2.0

CF2.0

9'

/4

HSS6X

6X

3/8

HSS6X

6X

3/8

TOF 97' - 0"

TOF 98' - 0"

W F

3.

(TYP CF, UNO)

7'

2" 7'

7"

HSS10

X8X

5/8

HSS10

X8X

5/8

5'

3/

8"

41' - 0 3/4" 21' - 0 3/8" 11 5/8"

/4

41' - 0 3/4" 21' - 0 3/8" 11 5/8"

/4

FD

FD FD

FD

FD

FD

FD

FD

FD FD

FD

TYP

N9

C O

O R

D W

I T H

A R

C H

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

C O

M M

A N

D

DRAWFORM REVISION: 12 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

I C

O R

E N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

IR

G

IN

IA

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

O R

T H

C A

R O

L

IN

A

AS NOTED

P -2

F

-3 T

R A

IN

IN

G A

N D

S

IM

U L A

T O

R F

A C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

T

TE

D

1596300

CJC/RMS

469C R e v it_

P ro je c ts

\B L

D G

P

-1

-S

-C e n tr a l_ c p y le

.r v t

/6

/2

:2

:1

A

M

S-103

F O

U N

D A

TI

O

N A

N D

S

LA

B P

LA

N

A

R E

A C

DTJ

12804034

CBT ZGA

1/8" = 1'-0" A1

FOUNDATION AND SLAB PLAN - AREA C

N1 6” CONCRETE SLAB-ON-GRADE REINFORCED WITH 6X6-W2.9X2.9

WELDED WIRE FABRIC OVER 20 MIL MINIMUM VAPOR BARRIER AND 12”

DEPTH OF CAPILLARY WATER BARRIER.

N2 FMS/OTW TRAINER FLOOR SLAB. 12" SLAB-ON-GRADE WITH #6 BARS AT

12" ON CENTER, EACH WAY, EACH FACE WITH 4" COVER FROM

REINFORCEMENT TO TOP OF SLAB. PLACE SLAB ON 20 MIL VAPOR

BARRIER AND 12" DEPTH OF CAPILLARY WATER BARRIER. SLAB JOINTS

ARE NOT PERMITTED. SLAB MUST BE FLAT AND LEVEL WITHIN ±0.25IN

PER 10FT. THE TOTAL DIFFERENCE BETWEEN THE HIGHEST AND

LOWEST POINTS OF THE ENTIRE FLOOR SURFACE WITH THE SYSTEM

FOOTPRINT MUST NOT EXCEED 0.75IN. ALL VERTICAL PROJECTIONS

MUST BE GROUND DOWN TO LEVEL AND ALL CRACKS AND HOLES

FILLED WITH SUITABLE CONCRETE FILLER.

N3 ADD (2) #4 X 4'-0" LONG BARS CENTERED IN SLAB AT ALL RE-ENTRANT

CORNERS.

N4 EQUIPMENT PAD, REFER TO DETAIL ON SHEET S-502. COORDINATE

EXACT QUANTITY, SIZE, AND LOCATION WITH EQUIPMENT SUPPLIER.

N5 TRENCH. REFER TO S-401 FOR ADDITIONAL INFORMATION.

N7 UNINTERRUPTABLE POWER SUPPLY SUPPORTED BY RAISED ACCESS

FLOORING. 4400 LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL

FOR ADDITIONAL INFORMATION.

N8 FMS SERVER RACK SUPPORTED BY RAISED ACCESS FLOORING. 1800

LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL FOR ADDITIONAL

INFORMATION.

N9 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET S-502 FOR SLAB

SLOPE TO DRAIN WHERE SLAB DEPRESSION IS INDICATED. REFER TO

PLAN LEGEND ON S-002 FOR SYMBOL DEFINITIONS.

1. REFER TO SHEETS S-001 AND S-002 FOR GENERAL NOTES,

ABBREVIATIONS, PLAN LEGEND AND CALLOUT IDENTIFICATION.

2. REFER TO S-501 AND S-502 FOR TYPICAL FOUNDATION DETAILS AND

COLUMN AND WALL FOOTING SCHEDULES.

3. REFER TO S-100 FOR MASONRY WALL TYPES AND REINFORCING

SCHEDULE.

4. TOP OF FOOTING ELEVATION IS [-2''-0"] FROM REFERENCED FINISHED

FIRST FLOOR ELEVATION OF [+100.0'], UNLESS NOTED OTHERWISE

THUS [TOF +X'-X"] ON PLAN.

5. REFER TO S-005 FOR SLAB ELEVATIONS.

FOUNDATION PLAN GENERAL NOTES

FOUNDATION KEY NOTES NX

PLAN

NORTH

4' 8' 16'0'

PLAN

NORTH

A B

C

D

KEY PLAN

S Y

M D

E S

C R

IP

T

I O N

D A

TE

A

P P

R

IS

S U

E D

F O

R C

O N

S T

R U

C

TI

O N

1/

/2

N40085-20-R-0015 rosie.shanks Typewritten Text

MCAS CP

R

S

T

U

V

18 19 21 22

6'

8"

1/

2"

/4

/2

8'

/4

N1N1

TYP

N1

TYP

N3

C1

S-301

MATCHLINE

SEE SHEET S-103

CF8.0BCF8.0B

CF8.0A CF8.0A

CF8.0BCF8.0B

TYP

N4

W F

3.

W F

3.

W F

3.

W F

3.

WF3.0

WF3.0

WF3.0

WF3.0

WF3.0

WF3.0

WF3.0

B1

SIM

S-401

B1

SIM

S-401

B1

SIM

S-401

B1

SIM

S-401

N2 N2

N2 N2

(TYP WF, UNO)

N5 N5

N5N5

B1

S-312

N1

N1

N1

N1

OPP

OPP

/8

7/ 8"

50' - 11 5/8"

/8

7/ 8"

W F

3.

TOF 96' - 8"

HSS6X

6X

5/8

HSS6X6X5/8

HSS6X6X5/8

HSS6X

6X

5/8

HSS6X

6X

5/8

HSS6X6X5/8

TOF 98' - 8"

TOF 98' - 8"

N8N7

N8

N7

N8 N7

N8 N7

W F

3.

WF3.0

W F

3.

WF3.0

W F

3.

(TYP CF, UNO)

CF2.0 CF2.0

CF2.0 CF2.0

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

HSS6X6X3/8

HSS6X

6X

3/8

HSS6X

6X

3/8

CF2.0 CF2.0

CF2.0CF2.0

TOF 97' - 0"

9'

/4

9'

/4

B1

S-211

144' - 8"

TYP

15' - 4" 48' - 1 1/2" 17' - 9" 48' - 1 1/2" 15' - 4"

6'

1/

2"

6'

1/

2"

1' - 6"

COORD WITH ARCH

14' - 9" 1' - 6"

C4

S-301

TYP

HSS10

X8X

5/8

HSS10

X8X

5/8

C3

S-501

/4

11 5/8" 21' - 1" 41' - 0 1/8"

41' - 0 3/4" 21' - 0 3/8" 11 5/8"

/8

/4

/4

/4

41' - 0 3/4" 21' - 0 3/8" 11 5/8"

/8

/4

/4

/8

6'

1/

4"

/8

6'

1/

4"

11 5/8" 21' - 1" 41' - 0 1/8"

FD

FD

FD

FD FD

FD

FD

FD

FD

FD FD

FD

FD

FD

FD

FD

FD FD

FD

FD

TYP

N9

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

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

C O

M M

A N

D

DRAWFORM REVISION: 12 APRIL 2018

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

M

ID

-A

T L A

N T

IC

C

I C

O R

E N

A V

A L

S T

A T

IO

N

N

O R

F O

L K

V

IR

G

IN

IA

EJA

M C

A S

C H

E R

R Y

P O

IN

T

C H

E R

R Y

P O

IN

T

N

O R

T H

C A

R O

L

IN

A

AS NOTED

P -2

F

-3 T

R A

IN

IN

G A

N D

S

IM

U L A

T O

R F

A C

IL

IT

Y

1305 EXECUTIVE BLVD.

SUITE 160

CHESAPEAKE, VA 23320

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

FI

LE

N A

M E

P

LO

T

TE

D

1596300

CJC/RMS

469C R e v it_

P ro je c ts

\B L

D G

P

-1

-S

-C e n tr a l_ c p y le

.r v t

/6

/2

:2

:2

A

M

S-104

F O

U N

D A

TI

O

N A

N D

S

LA

B P

LA

N

A

R E

A D

DTJ

12804035

CBT ZGA

1/8" = 1'-0" A1

FOUNDATION AND SLAB PLAN - AREA D

N1 6” CONCRETE SLAB-ON-GRADE REINFORCED WITH 6X6-W2.9X2.9

WELDED WIRE FABRIC OVER 20 MIL MINIMUM VAPOR BARRIER AND 12”

DEPTH OF CAPILLARY WATER BARRIER.

N2 FMS/OTW TRAINER FLOOR SLAB. 12" SLAB-ON-GRADE WITH #6 BARS AT

12" ON CENTER, EACH WAY, EACH FACE WITH 4" COVER FROM

REINFORCEMENT TO TOP OF SLAB. PLACE SLAB ON 20 MIL VAPOR

BARRIER AND 12" DEPTH OF CAPILLARY WATER BARRIER. SLAB JOINTS

ARE NOT PERMITTED. SLAB MUST BE FLAT AND LEVEL WITHIN ±0.25IN

PER 10FT. THE TOTAL DIFFERENCE BETWEEN THE HIGHEST AND

LOWEST POINTS OF THE ENTIRE FLOOR SURFACE WITH THE SYSTEM

FOOTPRINT MUST NOT EXCEED 0.75IN. ALL VERTICAL PROJECTIONS

MUST BE GROUND DOWN TO LEVEL AND ALL CRACKS AND HOLES

FILLED WITH SUITABLE CONCRETE FILLER.

N3 ADD (2) #4 X 4'-0" LONG BARS CENTERED IN SLAB AT ALL RE-ENTRANT

CORNERS.

N4 EQUIPMENT PAD, REFER TO DETAIL ON SHEET S-502. COORDINATE

EXACT QUANTITY, SIZE, AND LOCATION WITH EQUIPMENT SUPPLIER.

N5 TRENCH. REFER TO S-401 FOR ADDITIONAL INFORMATION.

N7 UNINTERRUPTABLE POWER SUPPLY SUPPORTED BY RAISED ACCESS

FLOORING. 4400 LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL

FOR ADDITIONAL INFORMATION.

N8 FMS SERVER RACK SUPPORTED BY RAISED ACCESS FLOORING. 1800

LBS APPROXIMATE WEIGHT. REFER TO ELECTRICAL FOR ADDITIONAL

INFORMATION.

N9 FLOOR DRAIN. REFER TO TYPICAL DETAIL ON SHEET S-502 FOR SLAB

SLOPE TO DRAIN WHERE SLAB DEPRESSION…