Volume III_Amendment 004.pdf

DESIGN CRITERIA

CODES AND STANDARDS

A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE

(ACI), ACI 318-16.

B. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-16.

C. INTERNATIONAL BUILDING CODE (IBC), 2018

D. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE, ACI 530 (2011)

E. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL CONSTRUCTION MANUAL, 14th EDITION

F. STRUCTURAL COMPONENTS IN THIS PROJECT DESIGNED USING LFRD METHODOLOGY

G. AISI AMERICAN IRON AND STEEL INSTITUTE.

1.0 MINIMUM DESIGN LOADS AND REQUIREMENTS IN ACCORDANCE WITH IBC, 2016_____________________

SIMULATOR ROOMS

RAISED ACCESS FLOOR AREAS

MECH.

ALL OTHERS

WIND DESIGN DATA:

ULTIMATE WIND SPEED

NOMINAL WIND SPEED

RISK CATEGORY

WIND IMPORTANCE FACTOR

WIND EXPOSURE

COMPONENTS AND CLADDING DESIGN PRESSURE

EARTHQUAKE DESIGN DATA:

SEISMIC IMPORTANCE FACTOR

OCCUPANCY CATEGORY

SS

S1

SITE CLASS

SDS

SD1

SEISMIC DESIGN CATEGORY

SEISMIC RESISTING SYSTEM

DESIGN BASE SHEAR

CS

R

DESIGN METHOD

SNOWLOADS:

ULTIMATE ROOF DESIGN SNOWLOADS

GENERAL STRUCTURAL NOTES

250 PSF

6000 # FORKLIFT (14,400 AXLE LOAD)

250 PSF

250 PSF

100 PSF

106 MPH

82 MPH

II

1.0

C

SEE TABLE 1/S-001

1.0 C

0.092g 0.05g

C 0.08g 0.05g

A

MASONRY SHEAR WALLS

0.04 W

0.04 2.0

EQUIVALENT LATERAL FORCE

5 PSF

2.0 MATERIALS __________________

CONCRETE (28-DAY STRENGTH):

DRILLED PIERS 5000 PSI (COMP. STRENGTH)

GRADE BEAMS, FOUNDATION WALLS AND PILE CAPS 4000 PSI (COMP. STRENGTH)

CONCRETE BOND BEAMS AT MASONRY WALLS 4000 PSI (COMP. STRENGTH)

CONCRETE WALLS, CURBS & GUTTERS 4000 PSI (COMP. STRENGTH)

INTERIOR SLABS ON GRADE 4000 PSI (COMP. STRENGTH)

COMPOSITE DECK TOPPING 4000 PSI (COMP. STRENGTH)

ALL OTHERS 4000 PSI (COMP. STRENGTH)

REINFORCING:

BARS ASTM A615/A615M

WELDED WIRE FABRIC ASTM A185

APPLICABLE SHAPE SERIES

W M S C

MC

L

HSS (RECTANGLE)

HSS (ROUND)

PIPE

PLATES

PLATES

BARS

ASTM DESIGNATION

A992 A36 A36 A36 A36 A36 A500 A500 A53 A36 A572 A572

MIN. YIELD STRESS (FY) (KSI)

BOLTS:

BOLTS

CONCRETE MASONRY UNITS:

HOLLOW LOAD BEARING UNITS

MORTAR:

MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270. ALL GROUT SHALL BE PUDDLED OR VIBRATED

IN PLACE.

ANCHOR RODS:

ANCHOR RODS

GROUT:

GROUT

HEADED STEEL STUDS:

YIELD STRENGTH

SHANK DIAMETER

HEAD DIAMETER

HEAD THICKNESS

LENGTH

ASTM A325, BEARING TYPE N

ASTM C90

ASTM F1554. GRADE 36

2 KSI

36 KSI

1/2"

1" 5/8"

6"

STRUCTURAL STEEL SHAPES, PLATES AND MISCELLANEOUS SHAPES:

3.0 CAST-IN-PLACE CONCRETE NOTES _(CONTINUED)_

3.2 UNLESS SPECIFICALLY NOTED, SCHEDULED OR DETAILED OTHERWISE PROVIDE

DEVELOPMENT LENGTH FOR REINFORCING IN CONCRETE COMPONENTS IN ACCORDANCE

WITH THE SCHEDULE IN NOTE 3.3 BELOW. THIS SCHEDULE SHALL APPLY TO ALL

DEVELOPMENT LENGTHS NOT OTHERWISE NOTED, DETAILED OR SCHEDULED IN THE

DRAWINGS OR SPECIFICATIONS.

3.3 REINFORCING BAR DEVELOPMENT LENGTHS Ld (f'c = 4000 PSI)

NOTE: THIS TABLE IS BASED ON BAR CLEAR SPACING OF 2 BAR DIAMETER MIN. FOR BAR CLEAR

SPACING LESS THAN 2 BAR DIAMETER, MULTIPLY THE ABOVE VALUES BY 2.0.

3.4 LAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BE THE SAME AS TABLE IN NOTE

3.3 ABOVE WHEN TWO BARS OF DIFFERENT SIZES ARE LAPPED, THE SMALLER SIZE GOVERNS THE

LAP LENGTH UNLESS SPECIFICALLY NOTE OTHERWISE.

3.5 WHEN REINFORCING STEEL IS NOTED AS CONTINUOUS REINFORCING IN GRADE BEAMS,

WALLS, SLABS AND/OR BEAMS, SPLICE CONTINUOUS REINFORCING STEEL ONLY WHEN

UNAVOIDABLE DUE TO STOCK LENGTHS. STAGGER ALL SPLICES A MINIMUM OF 4'-0".

ADJACENT BAR SPLICES ARE NOT ACCEPTABLE. LOCATE THE TOP BAR SPLICES WITHIN THE

MIDDLE HALF OF THE SPAN AND LOCATE THE BOTTOM BAR SPLICES AT SUPPORTS, OR

BETWEEN SUPPORTS AND 1/3 SPAN POINT, UNLESS NOTED OTHERWISE ON PLANS, DETAILS

OR SCHEDULES.

3.6 HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90-DEGREE

BENDS AND EXTENSIONS, OR CORNER BARS OF EQUIVALENT SIZE LAPPED 42 BAR

DIAMETERS AT CORNERS AND INTERSECTIONS.

3.7 HORIZONTAL JOINTS WILL NOT BE PERMITTED IN CONCRETE CONSTRUCTION EXCEPT AS

SHOWN ON THE DRAWINGS. VERTICAL JOINTS SHALL OCCUR AT LOCATIONS INDICATED.

3.8 AT CONSTRUCTION JOINTS, CONTACT SURFACES SHALL BE CLEAN AND FREE OF LATENCIES

AND INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH

3.9 PROVIDE FULL EMBEDMENT WITH 90-DEGREE HOOKS FOR ALL DOWELS IF NOT OTHERWISE

NOTED.

3.10 CHAMFER ALL EXPOSED TO VIEW CORNERS 3/4", U.N.O.

3"

1 1/2" 2"

1" 1 1/2"

BAR SIZE

GRADE 60

#3 #4 #5 #6

DEVELOPMENT

LENGTH

BAR SIZE

GRADE 60

#7 #8 #9 #10

DEVELOPMENT

LENGTH

4.0 MASONRY:

4.1 MASONRY UNITS SHALL BE GRADE N-1, TWO CELL UNITS CONFORMING TO THE ASTM C 90.

MORTAR SHALL BE TYPE S CONFORMING TO ASTM C 270. ALL GROUT SHALL BE PUDDLED OR

VIBRATED IN PLACE. WHERE REQUIRED, CELLS SHALL BE SOLIDLY FILLED WITH 2000 PSI

GROUT. POURS SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE TO FORM A KEY AT

POUR JOINTS. ALL CMU BLOCK TO BE 8"x8"x16" U.N.O.

4.2 UNLESS OTHERWISE NOTED, ALL MASONRY SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH (f'm) OF 2000 PSI AT 28 DAYS.

4.3 REINFORCED CONCRETE MASONRY, STRUCTURAL STEEL OR CAST-IN-PLACE LINTELS SHALL

BE PROVIDED AT EACH DOOR OR WINDOW OPENING AS INDICATED IN THE TYPICAL DETAILS.

4.4 MASONRY GROUTING SHALL BE DONE IN ACCORDANCE WITH ACI 530.1

4.5 8-INCH CMU MASONRY REINFORCING:

a. MINIMUM BAR SIZE FOR REINFORCING SHALL BE #5.

b. EACH SIDE OF EACH OPENING

3.0 CAST-IN-PLACE CONCRETE NOTES __________________

3.1 CONCRETE COVER FOR REINFORCEMENT:

A. CONCRETE DEPOSITED AGAINST AND PERMANENTLY

EXPOSED TO EARTH

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BARS OR SMALLER

#5 BARS OR LARGER

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH

GROUND:

SLABS, WALLS, AND JOISTS

BEAMS

5.0 FOUNDATION AND STRUCTURAL SLAB:

5.1 FOUNDATION SHALL CONSIST OF DRILLED PIERS AND GRADE BEAMS SUPPORTING A

STRUCTURAL SLAB. DESIGN BEARING PRESSURE FOR PIERS IS 40 KSF BASED UPON

GEOTECHNICAL INVESTIGATION PERFORMED BY TERRACONN DATED MARCH 2020.

5.2 ALL GRADE BEAMS AND STRUCTURAL SLABS SHALL BE CONSTRUCTED ON A 6 INCH DEEP

CONCRETE VOID FORM WITH A 15 MIL VAPOR BARRIER.

5.3 PROTECT PIPES AND CONDUITS RUNNING THRU WALLS AND SLABS WITH 1/2 INCH EXPANSION

MATERIAL.

5.4 MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.

ARRANGE FOR OWNER'S INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL

OPERATIONS, AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY

COMPACTION AND APPROVE FOOTING SUBGRADE PRIOR TO PLACING CONCRETE.DO NOT

PLACE SLAB AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.

5.5 MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF

AWAY FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE

STRUCTURES.

KEEP OPEN EXCAVATIONS AROUND BUILDING DRY. BACKFILL AGAINST GRADE BEAMS AS SOON

AS PRACTICAL. PUMP WATER OUT OF OPEN EXCAVATIONS IF FLOODING OCCURS PRIOR TO

BACKFILLING.

FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE END BEARING OF 40 KSF (FOR DRILLED

PIERS BEARING IN GRAY LIMESTONE) AND AN ALLOWABLE SKIN FRICTION OF 6 KSF FOR

COMPRESSIVE LOADS AND 4 KSF FOR TENSILE LOADS (NEGLECTING THE FIRST TWO FEET OF

PENETRATION INTO GRAY LIMESTONE)

5.6 DEPTH OF BEARING STRATUM VARIES FROM 19 FEET TO 22 FEET FOR ESTIMATING PURPOSES.

PROVIDE PIER DIAMETER AND REINFORCING AS SCHEDULED.

5.7 PLACE CONCRETE FOR PIER HOLES WITHIN 8 HOURS AFTER DRILLING. DO NOT LEAVE HOLE

OPEN OVERNIGHT.

6.0 GENERAL: __

6.1 WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL ONLY APPLY TO LIKE

OR SIMILAR CONDITIONS.

7.0 STRUCTURAL STEEL NOTES:

7.1 DIMENSIONS: TO CENTERLINES OF COLUMNS AND BEAMS AND TO TOP SURFACES OF TOP

FLANGES OF BEAMS, AND BACKS OF CHANNELS AND ANGLES, UNLESS SHOWN OTHERWISE.

7.2 ELEVATIONS: REFER TO TOP SURFACE OF FLANGE OR MEMBER, UNLESS SHOWN OTHERWISE.

7.3 WELD SIZES NOT INDICATED ON DRAWINGS: PROVIDE MINIMUM WELD CONNECTIONS IN

ACCORDANCE WITH AISC. WELD IN ACCORDANCE WITH AWS REQUIREMENTS

7.4 STRUCTURAL OR MISCELLANEOUS STEEL: STRUCTURAL OR MISCELLANEOUS STEEL SHALL BE

DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR

BUILDINGS. SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE MADE

WITH MINIMUM 3/4" DIAMETER ASTM A325 TYPE N BOLTS, UNLESS OTHERWISE NOTED. PROVIDE

4X4X1/4 ANGLE FRAMES FOR OPENINGS IN ROOF, UNLESS OTHERWISE NOTED. FRAMES TO BE

WELDED TO SUPPORTING MEMBERS.

8.0 ADHESIVE ANCHORS:

8.1 ADHESIVE ANCHORS SHALL BE STAINLESS STEEL AND HAVE AN ALLOWABLE LOAD AS SHOWN

IN THE FOLLOWING TABLE.

DIAMETER

(INCHES)

3/4"

EMBEDMENT DEPTH

(INCHES)

3"

SHEAR STRENGTH

(POUNDS)

TENSION

(POUNDS)

9.0 FIELD INSTALLED ADHESIVE BOLT NOTES:

A. INSTALL BOLTS PERPENDICULAR TO THE FACE OF CONCRETE. DEVIATION FROM

PERPENDICULAR GREATER THAN 10 DEGREES WILL NOT BE ACCEPTABLE.

B. CREATE A TEMPLATE AT EACH BOLT CONNECTION LOCATION PRIOR TO FABRICATING HOLES IN

CONNECTION PLATES. MAKE TEMPLATE BY LOCATING EXISTING REBAR WITH A PACHOMETER.

REPOSITION BOLTS A MAXIMUM OF 1-1/2 INCHES TO AVOID CONFLICTS WITH EXISTING

REINFORCING.

C. DRILL HOLES TO DEPTH AND DIAMETER RECOMMENDED BY MANUFACTURER. DO NO ENLARGE

OR REDIRECT HOLES ALONG LENGTH OF BOLT.

D. DRILL HOLES IN CONTINUOUS OPERATION. BLOW DUST FROM THE HOLE USING COMPRESSED

AIR.

E. FILL ABANDONED HOLES WITH EPOXY GROUT.

10.0 PRE-ENGINEERED MEAL BUILDING (PEMB) NOTES:

10.1 DESIGN OF THE SUPERSTRUCTURE SHALL BE PROVIDED BY THE PRE-ENGINEERED METAL

BUILDING SUPPLIER, FURTHER REFERENCED IN THESE DRAWING AS THE "BUILDING SUPPLIER".

THE SUPERSTRUCTURE SHALL COMPLY WITH THE METAL BUILDING MANUFACTURERS

ASSOCIATION 2018 METAL BUILDING SYSTEMS MANUAL. THE BUILDING SUPPLIER'S ENGINEER IS

THE DELEGATED ENGINEER RESPONSIBLE FOR THE SUPERSTRUCTURE DESIGN AND FOR THE

ACCURACY OF THE BUILDING FRAME REACTIONS SUPPLIED TO NAVFAC.

10.2 THE SUPERSTRUCTURE SHALL BE DESIGNED PER THE DESIGN CRITERIA LISTED ON THIS SHEET

AND ALL APPLICABLE CODES.

10.3 NO FABRICATION OF THE PRE-ENGINEERED METAL BUILDING SHALL BEGIN UNTIL SHOP

DRAWINGS ARE REVIEWED BY THE NAVFAC STRUCTURAL ENGINEER AND ARCHITECT OF

RECORD. FINAL METAL BUILDING DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF TEXAS FOR THEIR PREPARATION.

10.4 BUILDING SUPPLIER'S FINAL DRAWINGS SHALL INCLUDE COLUMN REACTIONS BY LOAD CASE

INCLUDING WIND UPLIFT PER ASCE 7-16.

10.5 FRAME COLUMNS SHALL BE DESIGNED AND DETAILED TO HAVE A PIN BASE AND THEREFORE

SHALL NOT BE DESIGNED TO TRANSFER MOMENT TO THE FOUNDATIONS.

10.6 PRE-ENGINEERED METAL BUILDING SHALL BE COORDINATED TO SUPPORT ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION COMPONENTS HUNG FROM THE ROOF

STRUCTURE. SEE MECHANICAL DRAWINGS FOR LAYOUT AND SUPPORT DETAILS OF AHU AND

DUCTWORK. SEE ELECTRICAL DRAWINGS FOR LAYOUT AND SUPPORT OF ELECTRICAL

EQUIPMENT. SEE FIRE PROTECTION DRAWINGS FOR PIPING COMPONENTS.

10.7 FRAMING MEMBERS, WALL PANELS, ROOF PANELS, HARDWARE, AND ALL OTHER BUILDING

COMPONENTS SHALL BE PROVIDED WITH A PROTECTIVE FINISH PER SPECIFICATION 13 34 19, METAL BUILDING SYSTEMS.

5.0 FOUNDATION AND STRUCTURAL SLAB: (CONTINUED)

5.8 USE TEMPORARY CASING IF REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE HOLE, OR

TO PREVENT INFLUX OF WATER.

5.9 CLEAN BOTTOM OF EACH PIER HOLE OF LOOSE MATERIAL.

5.10 PLACE CONCRETE USING A HOPPER AND CHUTE PIPE. PROVIDE CONCRETE FREE FALL OF LESS THAN 10 FEET. REMOVE LAITANCE MATERIAL FROM THE TOP OF EACH PIER PRIOR TO PLACING

CONCRETE.

5.11 FORM SIDES OF BEAMS STRAIGHT AND TO SPECIFIED DIMENSIONS. EARTH FORMS WILL NOT BE

PERMITTED.

5.12 WHERE SHOWN ON DRAWINGS, CONSTRUCT BEAMS OVER MINIMUM VOID SPACE OF 6 INCHES.

USE SOIL RETAINERS TO MINIMIZE THE POTENTIAL FOR INFILLING OF THE VOID SPACE OVER

TIME.

5.13 ALL SLABS AND GRADE BEAMS TO BE PLACED ON VOID FORMS AS INDICATED.

5.14 SLAB S3 IS TO BE PLACED IN A SINGLE, MONOLITHIC POUR WITH NO CONSTRUCTION OR

EXPANSION JOINT.

10.0 PRE-ENGINEERED MEAL BUILDING (PEMB) NOTES: (CONTINUED)

10.8 COORDINATE WITH ARCHITECTURAL DRAWINGS FOR OTHER PRE-ENGINEERED METAL

BUILDING REQUIREMENTS.

10.9 LATERAL DRIFT LIMITS SHALL NOT EXCEED H/480 IN ANY DIRECTION FOR A 10 YR WIND MRI PER

THE REQUIREMENTS OF UFC 3-301-01.

10.10 RIGID FRAME ANCHOR BOLTS SHALL BE DESIGNED AND FURNISHED BY THE CONTRACTOR.

ANCHOR BOLTS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THE

PROJECT STATE, FOR THE FRAME REACTIONS PROVIDED BY THE BUILDING SUPPLIER. THE

ANCHOR BOLT DESIGN ANALYSIS SHALL BE SUBMITTED FOR APPROVAL.

11.0 SPECIAL INSTRUCTION NOTES:

PERFORM ALL TESTS AND SPECIAL INSPECTIONS PER IBC 2018, CHAPTER 17.

11.1 SPECIAL INSPECTIONS MUST BE PERFORMED IN ACCORDANCE WITH SPECIFICATION 01 45 35, THE STATEMENT OF SPECIAL INSPECTIONS, AND THE SCHEDULE OF SPECIAL INSPECTIONS.

ANY ITEM WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL

IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF

DISCREPANCIES ARE NOT CORRECTED THEY SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL

INSPECTION AND TESTING REQUIREMENTS APPLY EQUALLY TO ALL CONTRACTOR DESIGNED

COMPONENTS.

11.2 ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO

REMOVAL AND REPLACEMENT.

11.3 EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND OR SEISMIC

FORCE RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR A WIND OR SEISMIC RESISTING

COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS, SHALL SUBMIT A WRITTEN

STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO THE

COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT

OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL

REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.

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

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

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CHIEF ENG/ARCH

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FD

FD

FD

FD

FD

FD

FD

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FD FD

FD

FD FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

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S2

B1

S-502

SIM

2 2 2

A

B

C

D

1 2 3 4 5 6 7

T.O.S. : + 0' - 0"

T.O.S. : -1' - 6" T.O.S. : -1' - 6"

T.O.S. : + 0' - 0" T.O.S. : + 0' - 0"

T.O.S. : + 0' - 0"

E.O.S.

E.O.S.

E.O.S.

E.O.S. E.O.S.

E.O.S.

E.O.S.

S2

E.O.S.

E.O.S.

S3

S2

S2 S2

S2

3 3 3 3

B1

S-502

SIM

B1

S-502

SIM

B1

S-502

SIM

E.O.S.

E.O.S.E.O.S.

E.O.S.

S3

S3

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø

8" Ø 8" Ø

8" Ø

8" Ø 8" Ø

" 30"

30"

C4

S-502

TYP

S-502 C3

C4

S-502

TYP

S1

S1S1

S1

S1

S-502 C1

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

C J

CJ CJ

16' - 4" 15' - 4"

T Y

P

/8

15' - 4" 16' - 4"15' - 4" 16' - 4" 16' - 4" 15' - 4"

T Y

P

/8

T Y

P

TYP

9' - 9 1/8" 9' - 9 1/8" 9' - 9 1/8" 9' - 9 1/8"

E.O.S.E.O.S.

8" Ø

A3

S-503

TYP

A3

S-503

TYP

8" Ø 8" Ø

8" Ø 8" Ø

8" Ø

32' - 3 1/2"

190' - 2"

/4

1 KEYED NOTE

SLAB PENETRATIONS,

SEE PLUMBING / MECHANICAL DRAWINGS

FLOOR DRAIN OR CLEAN OUT,

SEE PLUMBING DRAWINGS

SLAB STEP DOWN

SLOPE

2-WAY SLAB

CONSTRUCTION JOINT

SLOPE

FD

S2

CJ

PLAN

NORTH

GENERAL NOTES

WORK 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

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M E

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DRAWFORM REVISION: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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SCALE: 3/32" = 1'-0"

A1

SLAB PLAN

0' 8' 16' 32'4'

1. ELECTRICAL POWER UTILITY TRENCH

2. COMMUNICATION FACILITY TRENCH

3. PRE-ENGINEERED METAL BUILDING (PEMB) COLUMN, SEE C2/S-501

4. CENTER POINT OF SIMULATOR

5. SLAB IS TO BE SINGLE MONOLITHIC POUR WITH NO CONSTRUCTION OR

EXPANSION JOINTS.

6. COLUMN PEDESTAL REQUIRED AT INTERIOR COLUMN GRATED BEAMS,

SEE B3/S-501

1. SEE S-001 AND S-002 FOR GENERAL NOTES.

2. SEE SHEETS S-501 & S-502 FOR FOUNDATION & SLAB DETAILS AND NOTES.

3. SEE DETAIL A1/S-502 FOR SLAB SCHEDULE, FOR S1 & S2.

4. SEE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS

FOR FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

TRUE

NORTH

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PROVIDE 90 DEGREE

STANDARD HOOK @ TOP

TOP OF PIER ELEV.

.2

C L R

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IN

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T

IO

N

3" CLR TYP.

BEARING STRATUM,

SEE BORING LOG

VERT. REINF.

SEE PIER SCHEDULE

TIES

SEE PIER SCHEDULE

DOWELS (SAME

SIZE & NO OF

PIER VERTICAL

BARS UNO)

S C

H

D

S E

E G

R A

D E

B E

A M

GRADE BEAM,

SEE GRADE

BEAM SCHEDULE

S E

E S

C H

E D

U L E

S H

A F

T D

IA

M

E T

E R

CLASS "B" SPLICE

T

IE

S P

A C

IN

G

S E

E P

IE

R

S C

H E

D U

LE

6" MIN

SPLICE

LAP

SUPPORT SUPPORT

S E

E S

C H

E D

U L E

D E

P T

H

0.33 L

L2

L IS LARGER

OF L1 OR L2

33% (MIN) OF BOTTOM

BARS-2 BARS MIN

0.25 L1

L1

L IS LARGER OF L1 OR L2

0.33 L

TOP RIGHT ADDL BARS

0.33 L1

TOP CONT. BARS

AS SCHEDULED

TOP LEFT ADDL BARS

T Y

P

T Y

P

BOTTOM

BARS

TYP.

3" CLR

STIRRUPS-SEE

SCHEDULE FOR

SIZE & SPACING

0.25 L1

S T

IR

R

U P

Ø T

Y P

C

L R

M

IN

NOTES:

1. WHERE TOP BARS AT ADJACENT BEAMS DIFFER, USE GREATER BAR AREA.

2. SPLICE TOP CONTINUOUS BARS AT MID-SPAN WHERE REQUIRED, CLASS "B" TENSION SPLICE.

MID BARS

VERT. REINF. IN PIERS TO

TERMINATE IN GRADE BEAM

WITH ACI HOOK OR BEND

6" VOID FORM TO

EXTEND 6" PAST G.B,

TYP.

SEE SLAB SCHEDULE

FOR REINF.

SEE BEAM SCHEDULE

FOR REINF.

STIRRUP, SAME SIZE

AND SPACING AS

GRADE BEAM

6" VOID FORM

SEE PIER SCHEDULE

FOR REINF.

F.F. EL: ± 0'-0"

24"

7" 5" 12" 7" 5" 12"

24"

VERT. REINF. IN PIERS TO

TERMINATE IN GRADE BEAM

WITH ACI HOOK OR BEND

6" VOID FORM

SEE SLAB SCHEDULE

FOR REINF.

SEE BEAM SCHEDULE

FOR REINF.

6" VOID FORM TO

EXTEND 6" PAST G.B,

TYP.

SEE PIER SCHEDULE

FOR REINF.

F.F. EL: ± 0'-0" F.F.E.

0' - 0"

17"7"

/2

24"

VERT. REINF. IN PIERS TO

TERMINATE IN GRADE BEAM

WITH ACI HOOK OR BEND

6" VOID FORM TO

EXTEND 6" PAST G.B,

TYP.

SEE SLAB SCHEDULE

FOR REINF.

SEE BEAM SCHEDULE

FOR REINF., C3/S-501

STIRRUP, SAME SIZE

AND SPACING AS G.B.

6" VOID FORM

SEE PIER SCHEDULE

FOR REINF.

12" 4"

/2

6" VOID FORM TO

EXTEND 6" PAST G.B,

TYP.

VERT. REINF. IN PIERS TO

TERMINATE WITH ACI

HOOK OR BEND

SEE SLAB SCHEDULE

FOR REINF.

SEE BEAM SCHEDULE

FOR REINF.

STIRRUP, SAME SIZE

AND SPACING AS

GRADE BEAM

SEE SLAB SCHEDULE

FOR REINF.

6" VOID FORM

6" VOID FORM

SEE BEAM SCHEDULE

FOR REINF.

F.F. EL: ± 0'-0"

BOTTOM OF

UTILITY TRENCH,

TYP.

RECESSED FLOOR

-1' - 6"

F.F.E.

0' - 0"

1 1/4"

VERT. REINF. IN PIERS TO

TERMINATE IN GRADE BEAM

WITH ACI HOOK OR BEND

6" VOID FORM TO

EXTEND 6" PAST G.B,

TYP.

SEE SLAB SCHEDULE

FOR REINF.SEE BEAM SCHEDULE

FOR REINF.

STIRRUP, SAME SIZE

AND SPACING AS

GRADE BEAM

SEE SLAB SCHEDULE

FOR REINF.

6" VOID FORM

6" VOID FORM

14 3/4"

SEE PIER SCHEDULE

FOR REINF.

V A

R

IE

S

S E

E S

L A

B P

L A

N

12"

24"

VERT. REINF. IN PIERS TO

TERMINATE IN GRADE BEAM

WITH ACI HOOK OR BEND

6" VOID FORM TO

EXTEND 6" PAST G.B,

TYP.

SEE SLAB SCHEDULE

FOR REINF.

SEE BEAM SCHEDULE

FOR REINF.

STIRRUP, SAME SIZE

AND SPACING AS

GRADE BEAM

6" VOID FORM

SEE PIER SCHEDULE

FOR REINF.

F.F.

EL: ± 0'-0"

PEMB COLUMN, BASE

PLATE AND ANCHOR BOLTS

OUTLINE OF PIER BELOW

PEMB COLUMN, BASE

PLATE AND ANCHOR

BOLTS

1-1/2" GROUT

AT BASE PLATE

(4) #3 TIES AROUND

ANCHOR BOLTS

S3

S2

(4) #6 EXTEND FROM PIER

PIER

PLAN ELEVATION

NOTE:

GRADE BEAMS, PIER REINFORCING AND

VOID FORMS NOT SHOWN FOR CLARITY

GB-4

F.F.

±0'-0"

B.F.F.

-1'-6"

C

2 2

4"

1' - 4"

1' - 4"

1/2" EXP. JT. MATERIAL

AROUND COLUMN,

TYP.

1' - 1 7/8"

F.F.E.

0' - 0"

PIER, SEE SCHEDULE

GRADE BEAM,

SEE SCHEDULE

ANCHOR BOLTS TO

EXTEND A MINIMUM OF

12" INTO GRADE BEAM

STRUCT. SLAB,

SEE SCHEDULE

1/2" GROUT

7" 1"

(4) - #3 TIES AROUND

ANCHOR BOLTS

NOTE:

GRADE BEAMS, SLAB AND PIER REINFORCING NOT SHOWN FOR CLARITY.

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

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: 31 JANUARY 2017

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

S

O U

T H

E A

S T

N A

S J

R B

F

O R

T W

O R

T H

T

X

N A

V Y

A

IR

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A T

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J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

S-501

F A

F L

IG

H T

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U L A

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15154708

T.H.T. R.P.B.

1651220

NTSC1 DRILLED PIER DETAIL WITH GRADE BEAM

NTSC3 CONCRETE GRADE BEAM REINFORCING

1. SEE S-001 AND S-002 FOR GENERAL NOTES.

2. SEE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS

FOR FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

NTSA1 GRADE BEAM - 1

NTSA2 GRADE BEAM - 2

NTSA3 GRADE BEAM - 3

NTSA4 GRADE BEAM - 4

NTSB1 GRADE BEAM - 5

NTSB2 GRADE BEAM - GB7 @ DOOR

PIER SCHEDULE

DIAMETER

PENETRATION

INTO BEARING

STRATUM

VERTICAL

REINF.

TIES

18" 3'-0" 8 #5 #4 @ 12"

24" 3'-0" 10 #5 #4 @ 12"

30" 3'-0" 12 #5 #4 @ 12"

36" 3'-0" 14 #5 #4 @ 12"

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

B3

INTERIOR COLUMN PEDESTAL DETAIL 1' 2' 4'0'

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

NTSC2 COLUMN PEDESTAL DETAIL

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

A

M D

T

R E

V

IS

E D

A W

/1

3/

GB-7 22 18 (3) #6 N/A (3) #6 #3 @ 17

GB-6 22 18 (3) #6 N/A (3) #6 #3 @ 17

GB-5 28 16 (3) #6 N/A (3) #6 #3 @ 14

GB-4 28 16 (3) #6 N/A (3) #6 #3 @ 14

GB-3 20 24 (5) #6 N/A (5) #6 #3 @ 10

GB-2 28 24 (5) #6 N/A (5) #6 #3 @ 14

GB-1 22 24 (5) #6 N/A (5) #6 #3 @ 10

Mark DEPTH (D) (inches) WIDTH (W) (inches) TOP MID BOTTOM STIRRUPS

GRADE BEAM & REINFORCING SCHEDULE

SLAB REINFORCING SCHEDULE

MARK

THICKNESS

(T)

TOP REINF. BOTTOM REINF.

S1 6"

S2 10"

#6 @ 12" O.C., E.W.

#7 @ 7 1/2" E.W. #7 @ 7 1/2" O.C., E.W.

#6 @ 12" O.C., E.W.

S3 12 1/2" #7 @ 7 1/2" E.W. #7 @ 7 1/2" O.C., E.W.

MIN. TOP REINF.

CLEARANCE

1"

1"

4"

NOTES:

1. SLAB MARKED S3 SHALL BE PLACED IN A SINGLE MONOLITHIC POUR

WITH NO CONSTRUCTION OR EXPANSION JOINTS.

NOTES

MIN. BOTTOM

REINF. CLEARANCE

1"

1 1/2"

1 1/2"6" VOID FORM

10 MIL VAPOR BARRIER

OVER VOID FORM

T

C O

V E

R

S

C O

V E

R

S

S

/2

C O

V E

R

S

S

C O

V E

R

S

TOP REINFORCING

BOTTOM

REINFORCING

UTILITY HANGER SPACING

UTILITY PIPE MATERIAL DIAMETER SPACING

DOMESTIC WATER

FIRE PROTECTION

SANITARY

POWER

SLAB VOID FORM

EMBED PLATE/WASHER

1/2" GALV. THREADED ROD

SLAB REINF. SEE SLAB

SCHEDULE, A1/S-502

SYSTEM WASHER

VAPOR BARRIER

1/4" HARDBOARD, MIN.

SPLIT-SCORED TOP CAP

INT. SPACERS 2" O.C.,

ABOVE OR BELOW PIPE

PIPE HANGER

1/2" PLASTIC SIDE PANEL

PLUMBING VOID

#3 BENT BAR (12" O.C.)

8" VOID SPACE

6" GRAVEL BASE

BACKFILL

CLEVIS HANGER

1/2" PLASTIC SIDE PANEL

EL: VARIES

SLOPE AS REQ'D FOR UTILITY

NOTE: ALL BELOW SLAB PIPING AND CONDUITS WILL BE INSTALLED AS INDICATED ABOVE

COPPER

D.I.

PVC

NA

2"

8"

2",3",4"

NA

4'

AT STUB UP

4'

NA

/2

1' - 4" 0' - 8"

POWER TRENCH

F.F. EL: ± 0'-0"

CLR.

12"

S3

1 1

1 1

CONT. L1-1/2" x 1-1/2" x 3/16", E.S.

CUT VERT. LEG AND GRIND SMOOTH

PRIOR TO INSTALLATION W/ 1/2" Ø x

6" HEADED STUD @ 24" O.C..

PL 3/8 x 10 3/8 RAISED PATTERN FLOOR PLATE.

PROVIDE PLATES IN SEGMENTS NOT TO EXCEED

50 LBS. (2) 1" Ø LIFTING HOLES AT EACH END OF

SEGMENT, CENTERED IN PLATE DEPTH

T Y

P

C L R

" C

L R

#6 BARS - EXTEND 2'-0" BEYOND

TRENCH RECESSION 3 SIDES, TYP

PL 3/8x14 3/8 RAISED PATTERN FLOOR PLATE.

PROVIDE PLATES IN SEGMENTS NOT TO

EXCEED 50 LBS. (2) 1" Ø LIFTING HOLES AT E.E.

OF SEGMENT, CENTERED IN PLATE DEPTH

FMS OTW S.O.G.,

SEE SLAB PLAN

C L R

TYP

LAP

12" VOID FORM,

TYP.

BENT BARS

CLR

8"

COMM. TRENCH

6' - 7"

NOTE:

CONSTRUCTION JOINTS MAY ONLY BE USED IN INDICATED AREAS.

NO CONSTRUCTION JOINTS WILL BE ALLOWED IN OTW / SIMULATOR AREAS.

GALV.

KEYWAY PROVIDE (1) ADDN'L BEAM

STIRRUP SIDE OF CONSTRUCTION

JOINT AND EACH END OF ADDN'L

DOWEL

CONSTRUCTION JOINT

CONSTRUCTION JOINT NOTES:

1. GENERAL CONTRACTOR SHALL SUBMIT DESIRED CONSTRUCTION JOINT LAYOUT

AS A SHOP DRAWING FOR APPROVAL, A MINIMUM OF TWO WEEKS PRIOR TO POUR.

2. CONSTRUCTION JOINT LOCATIONS SHALL BE CO-ORDINATED WITH REINFORCING

STEEL SUPPLIER AND ERECTOR.

3. JOINT LOCATIONS SHALL BE WITHIN TWO FEET EITHER SIDE OF BEAM MID-SPAN.

4. FOR JOINT LOCATIONS OTHER THAN WITHIN TWO FEET EITHER SIDE OF THE BEAM

MID-SPAN, CONTRACTOR SHALL CO-ORDINATE REQUIRED ADDITIONAL

REINFORCEMENT WITH THE ENGINEER ON THE SHOP DRAWINGS.

B M

D

E P

T H

D

D /3

D /3

D /3

3"3" 3"3"

3"

EQ EQ

1" T

A P

E R C.J.

CONT. T & B REINF. @

C.J.ADDN'L. DWL. USE

(2) #5 x 4'-0" T & B

F.F. EL: ± 0'-0"

O" O"

O

O

O" O"

O

O

CORNER BARS TO

MATCH TOP, BOTTOM

AND FACE BARS

3'-0"

3' -0

PLAN VIEW

GRADE BEAM "T"

INTERSECTION

PLAN VIEW

GRADE BEAM

CORNER

BOTTOM REINFORCING TO

BE CONTINUOUS ACROSS

JOINT - NO SPLICE

PERMITTEDNOTE:

CONSTRUCTION JOINTS MAY ONLY BE USED IN INDICATED AREAS.

NO CONSTRUCTION JOINTS WILL BE ALLOWED IN OTW / SIMULATOR

AREAS.

.SEE SCHEDULE FOR

SLAB THICKNESS, TYP

CONSTRUCTION JOINT, LOCATE

AT MIDSPAN OF SLAB

F.F.

EL: ± 0'-0"

SEE SCHEDULE FOR

MIN CLEARANCE, TYP

ADJUST SPACING AS REQ'D TO

MAINTAIN MIN. OF 2" HORIZ.

CLEARANCE

TOP REINFORCING MAY BE

SPLICED AT JOINT

2" TYP

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

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: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

IL

IT

IE

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IN

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IN

G C

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A S

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O R

T W

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T H

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E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

S-502

F A

F L

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15154709

T.H.T. R.P.B.

1651220

NTSA1 TYPICAL SLAB DETAIL

NTSA4 TYPICAL UTILITY VOID FORM

1. SEE S-001 AND S-002 FOR GENERAL NOTES.

2. SEE MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS

FOR FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

NTSB1 FMS OTW TRENCH DETAIL

NTSC1

GRADE BEAM CONSTRUCTION JOINTS,

TYPICAL

NTSC3

GRADE BEAM REINF. STEEL CORNER

BARS, TYPICAL

NTSC4 SLAB CONSTRUCTION JOINT, TYPICAL

S Y

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A-201

B1

A-202

C1

A-202

A1

A-201

C1

1 2 3 4 5 6 7

B

C

D

A

8" OGEE GUTTER WITH

4"x4" DOWNSPOUTS

8" OGEE GUTTER WITH

4"x4" DOWNSPOUTS

STANDING SEAM METAL

ROOF SYSTEM

GABLE TRIM

RIDGE CAP

36' - 6 7/8" 21' - 6 1/2" 36' - 6 3/4" 36' - 4 3/4" 21' - 10 5/8"

20' - 1 7/8" 23' - 0" 24' - 2" 25' - 0" 25' - 0" 22' - 0" 25' - 0" 25' - 0"

195' - 5 1/4"

/4

/2

/ 1 '-0

/ 1

'-0

A1

A-301

C1

A-301

C1

A-302

A1

A-302

C1

A-303

A1

A-303

DOWNSPOUT LOCATIONS

DOWNSPOUT LOCATIONS

3" PLUMBING VENT SEE

DETAIL C1/A-606 AND

PLUMBING DRAWINGS.

8" BOILER FLUE SEE

DETAIL A1/A-606 AND

MECHANICAL DRAWINGS

8" BOILER INTAKE AIR SEE

DETAIL A3/A-606 AND

MECHANICAL DRAWINGS.

2.1 2.9 5.1 5.9

GPS ANTENNA TYP. SEE DETAIL A1/A-607

2' - 0"

OUTLINE OF BUILDING BELOW

TYP. ROOF OVERHANG

36' - 4 5/8"

PLAN

NORTH

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

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S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

DRAWFORM REVISION: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

L F

A C

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IT

IE

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E E

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IN

G C

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T H

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A S

AS NOTED

U N

C L A

S S

IF

IE

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KEY PLAN

A B

CD

The Johnson-McAdams Firm P.A.

A-103

F A

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15154717

R.E.H J.L.F.

1651221

SCALE: 3/32" = 1'-0"

A1

ROOF PLAN

0' 8' 16' 32'4'

PLAN

NORTH

S Y

M D

E S

C R

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D A

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A P

P R

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D N

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F

4/

/2

COCKPIT

OTW/

DISPLAY

ROOM

HVAC SUPPLY TYPICAL SEE

MECHANICAL DRAWINGS

HVAC SUPPLY AT FLOOR

TYPICAL SEE MECHANICAL

DRAWINGS

HVAC RETURN DUCT/DIFFUSER

LOCATED AT CENTER OF DOME

WALL LIGHT FIXTURE TYPICAL

SEE ELECTRICAL DRAWINGS

CENTER OF TRAINER DOME.

(TRAINER NOT SHOWN FOR CLARITY.)

15' - 0" DIMENSIONS FOR TRAINER ARE FROM FACE

OF GYPSUM BOARD TO CENTER OF TRAINER DOME.

D

IM

E N

S

IO

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F O

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R A

IN

E

R A

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F R

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F A

C E

O F

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B O

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D T

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F T

R A

IN

E

R D

O M

E

CEILING SLOPE

3 4

B

C

FIRE SPRINKLER HEAD, TYP.

45.06°

52.24°

.9

50.47° 52.93°

.2

.1

2°

' - 1

/2 " 9

/8

9' - 8 3/8"

9' - 2" ' - 0

8' -

/4

10' - 3"

FURRING ABOVE FURRING ABOVE

UNISTRUT FRAMING FOR

EQUIPMENT SUPPORT AT 4"

BELOW SLOPED CEILING.

ASSUME MEP LOAD OF 10

PSF.

2"

CENTER LINE

OF TRAINER

.4

COCKPIT

OTW/

DISPLAY

ROOM

WALL LIGHT FIXTURE

TYPICAL SEE ELECTRICAL

DRAWINGS

HVAC SUPPLY AT FLOOR

TYPICAL SEE MECHANICAL

DRAWINGS

HVAC SUPPLY TYPICAL SEE

MECHANICAL DRAWINGS

HVAC RETURN DUCT/DIFFUSER

LOCATED AT CENTER OF DOME.

CENTER OF TRAINER DOME.

(TRAINER NOT SHOWN FOR CLARITY.)

D

IM

E N

S

IO

N S

F O

R T

R A

IN

E

R A

R E

F R

O M

F A

C E

O F

G Y

P S

U M

B O

A R

D T

O C

E N

T E

R O

F T

R A

IN

E

R D

O M

E

15' - 0" DIMENSIONS FOR TRAINER ARE FROM FACE

OF GYPSUM BOARD TO CENTER OF TRAINER DOME.

CEILING SLOPE

48.52°

45.05°

.8

7°

.8

° 5

.2

' - 9

/8

50.89° 52.57°

9' -

/8

9' - 6 1/2" 10' - 4

7/8"

/4

8' - 8 1/4"

/8

1 2

B

C

FIRE SPRINKLER HEAD, TYP.

FURRING ABOVE FURRING ABOVE

UNISTRUT FRAMING FOR

EQUIPMENT SUPPORT AT 4"

BELOW SLOPED CEILING.

ASSUME MEP LOAD OF 10

PSF.

2"

.1

CENTER LINE OF TRAINER

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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IN

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E R

IN

G

C O

M M

A N

D

DRAWFORM REVISION: 31 JANUARY 2017

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

S

O U

T H

E A

S T

N A

S J

R B

F

O R

T W

O R

T H

T

X

N A

V Y

A

IR

S T

A T

IO

N

J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-106

F A

F L

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H T

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A C

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LA

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D.R.L.

15154720

R.E.H J.L.F.

1651221

SCALE: 3/8" = 1'-0" (A-104)

A4

SIMULATOR BAY 136 ENLARGED COMPOSITE COORDINATION

PLAN

PLAN

NORTH

0' 2' 4' 6'

PLAN

NORTH

0' 2' 4' 6'SCALE: 3/8" = 1'-0" (A-104)

A1

SIMULATOR BAY 138 ENLARGED COMPOSITE COORDINATION

PLAN

S Y

M D

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C R

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1 1

COCKPIT

OTW/

DISPLAY

ROOM

WALL LIGHT FIXTURE

TYPICAL SEE ELECTRICAL

DRAWINGS

HVAC SUPPLY AT FLOOR

TYPICAL SEE MECHANICAL

DRAWINGS

HVAC SUPPLY TYPICAL SEE

MECHANICAL DRAWINGS

HVAC RETURN DUCT/DIFFUSER

LOCATED AT CENTER OF DOME.

CEILING SLOPE

B

C

4 5

.2

4°

45.06°

49.15°

.2

52.93° 50.47°

.9

9' -

9' - 8 3/8"

' - 1

/8 " 9

/2

10' - 3

8' - 6 3/4"

FIRE SPRINKLER HEAD, TYP.

15' - 0" DIMENSIONS FOR TRAINER ARE FROM FACE

OF GYPSUM BOARD TO CENTER OF TRAINER DOME.

D

IM

E N

S

IO

N S

F O

R T

R A

IN

E

R A

R E

F R

O M

F A

C E

O F

G Y

P S

U M

B O

A R

D T

O C

E N

T E

R O

F T

R A

IN

E

R D

O M

E

CENTER OF TRAINER DOME

(TRAINER NOT SHOWN FOR CLARITY.)

FURRING ABOVE FURRING ABOVE

UNISTRUT FRAMING FOR

EQUIPMENT SUPPORT AT 4"

BELOW SLOPED CEILING.

ASSUME MEP LOAD OF 10

PSF.

2"

CENTER LINE OF TRAINER

.4

COCKPIT

OTW/

DISPLAY

ROOM

HVAC SUPPLY TYPICAL SEE

MECHANICAL DRAWINGS

HVAC SUPPLY AT FLOOR

TYPICAL SEE MECHANICAL

DRAWINGS

HVAC RETURN DUCT/DIFFUSER

LOCATED AT CENTER OF DOME.

WALL LIGHT FIXTURE TYPICAL

SEE ELECTRICAL DRAWINGS

CEILING SLOPE

B

C

6 7

FIRE SPRINKLER HEAD, TYP.

D

IM

E N

S

IO

N S

F O

R T

R A

IN

E

R A

R E

F R

O M

F A

C E

O F

G Y

P S

U M

B O

A R

D T

O C

E N

T E

R O

F T

R A

IN

E

R D

O M

E

15' - 0" DIMENSIONS FOR TRAINER ARE FROM FACE

OF GYPSUM BOARD TO CENTER OF TRAINER DOME

.7

4°

45.06°

52.63°

.4

50.74°52.71°

.6

' - 1

/8 " 9

/8

9' - 7 1/4"

9' - 1"

' - 1

/ 8

8' -

/4

10' - 4 1/8"

CENTER OF TRAINER DOME,

(TRAINER NOT SHOWN FOR CLARITY.)

FURRING ABOVE FURRING ABOVE

UNISTRUT FRAMING FOR

EQUIPMENT SUPPORT AT 4"

BELOW SLOPED CEILING.

ASSUME MEP LOAD OF 10

PSF.

2"

CENTER LINE

OF TRAINER

.2

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: 31 JANUARY 2017

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

S

O U

T H

E A

S T

N A

S J

R B

F

O R

T W

O R

T H

T

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N A

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A

IR

S T

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N

J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-107

F A

F L

IG

H T

S

IM

U L A

T O

R F

A C

IL

IT

Y

E N

LA

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R D

IN

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D.R.L.

15154721

R.E.H J.L.F.

1651221

SCALE: 3/8" = 1'-0" (A-104)

A1

SIMULATOR BAY 125 ENLARGED COMPOSITE COORDINATION

PLAN

SCALE: 3/8" = 1'-0" (A-104)

A4

SIMULATOR BAY 123 ENLARGED COMPOSITE COORDINATION

PLAN

PLAN

NORTH

0' 2' 4' 6'

PLAN

NORTH

0' 2' 4' 6'

S Y

M D

E S

C R

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A

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3/

D

UNSECURE

OPEN OFFICE

ELCT. ROOM

VESTIBULE

OFFICE

OFFICE

JAN.

WOMEN'S

RESTROOM

BREAK ROOM

MEN'S

RESTROOM

MAN TRAP

COMM.

MOTHER'S

ROOM

CORRIDOR

5' - 6 7/8" 4' - 11 7/8" 12' - 8" 8' - 5 5/8" 5' - 5 5/8" 7' - 3 1/4" 11' - 9 1/8" 0' - 5 7/8"

/4

/4

/4

/8

/8

/4

18' - 6 1/4"

/2

/4

A-401

A1

A-401

B4

6' - 4 7/8"

2' - 2"

2' - 6"

2' - 2" 2' - 2"

2' - 9"

FE FE

2' - 7 1/4"

FD

FD

4' - 4 1/8"

4' - 4 3/8"

2' - 2 1/2" 2' - 2 1/2"

/4

33' - 0 7/8" 9' - 3 1/8" 9' - 3 1/8" 8' - 8 3/8" 9' - 8 1/8" 12' - 9 3/4" 4' - 11 1/2"1' - 11 3/8" 12' - 9 1/2"

/8

/8

CELL PHONE

LOCKERS, INSTALL

PER MANUFACTURERS

INSTRUCTIONS

FIRE EXTINGUISHER CABINET

FE

PARTITION

AS SCHEDULED

FD 3" FLOOR DRAIN

PLAN

NORTH

WORK 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

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: 31 JANUARY 2017

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

S

O U

T H

E A

S T

N A

S J

R B

F

O R

T W

O R

T H

T

X

N A

V Y

A

IR

S T

A T

IO

N

J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

KEY PLAN

A B

CD

The Johnson-McAdams Firm P.A.

A-114

F A

F L

IG

H T

S

IM

U L A

T O

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A C

IL

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Y

A R

E A

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LA

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D.R.L.

15154728

R.E.H J.L.F.

1651221

SCALE: 3/16" = 1'-0"

A1

AREA PLAN D

PLAN

NORTH

0' 4' 8' 12'

1. CORNER GUARD AS DETAILED AND SPECIFIED.

LEGEND

S Y

M D

E S

C R

IP

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D A

T E

A P

P R

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4/

/2

OVERALL FLOOR

PLAN

0' - 0" F.F.E.

0' - 0"

CEILING HT.

10' - 0"

WORKSTATION, SEE INTERIORS.

TASK CHAIR, SEE INTERIORS.

POWER AND DATA, SEE ELECTRICAL

OVERALL FLOOR

PLAN

0' - 0" F.F.E.

0' - 0"

CEILING HT.

10' - 0"

WORKSTATION, SEE INTERIORS.

TASK CHAIR, SEE INTERIORS.

POWER AND DATA, SEE ELECTRICAL

OVERALL FLOOR

PLAN

0' - 0" F.F.E.

0' - 0"

CEILING HT.

10' - 0"

WORKSTATION, SEE INTERIORS.

TASK CHAIR, SEE INTERIORS.

WORKSTATION, SEE INTERIORS.

TASK CHAIR, SEE INTERIORS.

OVERALL FLOOR

PLAN

0' - 0" F.F.E.

0' - 0"

CEILING HT.

10' - 0"

WORKSTATION, SEE INTERIORS.

TASK CHAIR, SEE INTERIORS.

WORKSTATION, SEE INTERIORS.

TASK CHAIR, SEE INTERIORS.

WHITEBOARD, SEE INTERIORS

SEE ELECTRICAL

POWER AND DATA, SEE ELECTRICAL

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: 31 JANUARY 2017

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

S

O U

T H

E A

S T

N A

S J

R B

F

O R

T W

O R

T H

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X

N A

V Y

A

IR

S T

A T

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J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-204

F A

F L

IG

H T

S

IM

U L A

T O

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A C

IL

IT

Y

IN

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E R

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D.R.L.

15154732

R.E.H J.L.F.

1651221

SCALE: 3/8" = 1'-0" (A-111)

C1

INTERIOR ELEVATION ROOM 128 SOUTH

SCALE: 3/8" = 1'-0" (A-107)

C3

INTERIOR ELEVATION ROOM 128 WEST

0' 2' 4' 6' 0' 2' 4' 6'

SCALE: 3/8" = 1'-0" (A-111)

A1

INTERIOR ELEVATION ROOM 128 NORTH

SCALE: 3/8" = 1'-0" (A-106)

A3

INTERIOR ELEVATION ROOM 128 EAST

0' 2' 4' 6' 0' 2' 4' 6'

S Y

M D

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21NOTE:

FURNITURE IS SHOWN FOR CLARIFICATION ONLY.

FURNITURE INCLUDING WHITEBOARD WILL BE

ACQUIRED VIA A PLANNED CONSTRUCTION

CONTRACT MODIFICATION AT A LATER DATE.

FINISHED FLOOR

0' - 0"

EAVE HEIGHT

20' - 0" A.F.F.

8" OGEE GUTTER

0' - 0 3/4"

" ALUMINUM SKIRT

W/ CONT. CLEAT

ALUMINUM SOFFIT PANEL

0' - 1 1/4"

ALUMINUM FASCIA

W/ "J" TRIM

2' - 0"

12" EAVE STRUT

8" CHANNEL. ATTACH TO

OUTRIGGERS AT COLUMN LINE

OUTRIGGER

B

SPRAY FOAM AIR BARRIER

ROOF SYSTEM CLIP ANCHOR

W/ R-2.5 THERMAL SPACER

ROOF EDGE CLIP W/ R-2.5

THERMAL SPACER

24 GA. STANDING SEAM METAL ROOF

PANEL

R-11 FIBERGLASS SOUND

ATTENUATION INSULATION

R-19 FIBERGLASS SOUND

ATTENUATION INSULATION W/ 1" STEEL

BANDING PERPENDICULAR TO PURLINS

@30" O.C.

12" ROOF PURLIN

3/8" DIA. THREADED SUSPENSION

RODS @ MAX. SPACING 48"O.C.

PROVIDE (2) BEVELED WASHERS

AND (2) SOUND DEADENING 60

SHORE HARDNESS NEOPRENE

WASHERS AT EACH CONNECTION

1-5/8" x 2-7/16" x 12GA.

CHANNEL @ 48" O.C. RUNNING

PARALLEL W/ PEMB FRAME

7/8" x 20GA. HAT CHANNEL @ 16" O.C.

3/8" DIA. THREADED SUSPENSION

RODS @ MAX. SPACING 48"O.C.

PROVIDE (2) BEVELED WASHERS

AND (2) SOUND DEADENING 60

SHORE HARDNESS NEOPRENE

WASHERS AT CONNECTION TO

UPPER CHANNEL. PROVIDE 1-5/8" x 2-7/16" x 12GA. CHANNEL @ 48"MAX.

PERPENDICULAR TO UPPER

CHANNEL W/ (2) SELF LOCKING

NUTS. CHANNEL FOR EQUIPMENT

SUSPENSION SUPPORT.

5/8" GYPSUM BOARD

A-611

C1

DOOR AS SCHEDULED

MASONRY VENEER

WALL TIES @ 16"O.C. EA. WAY

2" SPRAY FOAM AIR BARRIER

5/8" GYPSUM SHEATHING

(2) LAYERS 5/8" GYP.BD. ON 1"

"Z" @ 16"O.C. VERT.

R-19 FIBERGLASS SOUND

ATTENUATION INSULATION

6" x 16GA. STEEL STUDS @ 16"O.C.

2' - 7 7/8"

FINISHED FLOOR

0' - 0"

CEILING HEIGHT

AS SCHEDULED

EAVE HEIGHT

13' - 11-3/4" A.F.F.

D

8" OGEE GUTTER

0' - 0 3/4"

"ALUMINUM SKIRT

W/ CONT. CLEAT

ALUMINUM

SOFFIT PANEL

0' - 1 1/4"

ALUMINUM FASCIA

W/ "J" TRIM

12" EAVE STRUT

8" CHANNEL. ATTACH TO

OUTRIGGERS AT

COLUMN LINE

OUTRIGGER

SPRAY APPLIED AIR BARRIER

ROOF EDGE CLIP W/R-2.5

THERMAL SPACER

ROOF SYSTEM CLIP ANCHOR

W/R-2.5 THERMAL SPACER

MASONRY VENEER

WALL TIES @ 16" O.C.

EA. WAY

2" SPRAY FOAM

AIR BARRIER

5/8" GYPSUM SHEATHING

R-19 FIBERGLASS SOUND

ATTENUATION INSULATION

6" x 16GA. STEEL

STUDS @ 16"O.C.

5/8" GYP.BD.

R-11 FIBERGLASS SOUND

ATTENUATION INSULATION

24 GA. STANDING SEAM METAL ROOF

PANEL

2' - 0"

THROUGH WALL FLASHING CONT.

MESH WEEPS @ 32" O.C.

2' - 7 7/8"

FINISHED FLOOR

0' - 0"

EAVE HEIGHT

16' - 1 5/8" A.F.F.

8" OGEE GUTTER

0' - 0 3/4"

" ALUMINUM SKIRT

W/ CONT. CLEAT

ALUMINUM

SOFFIT PANEL

12" EAVE STRUT

8" CHANNEL. ATTACH TO

OUTRIGGERS AT

COLUMN LINE

OUTRIGGER

SPRAY FOAM

AIR BARRIER

ROOF EDGE CLIP W/R-2.5

THERMAL SPACER

ROOF SYSTEM CLIP ANCHOR

W/R-2.5 THERMAL SPACER

24 GA. STANDING SEAM

METAL ROOF PANEL

R-11 FIBERGLASS SOUND

ATTENUATION INSULATION

MASONRY VENEER

WALL TIES @ 16" O.C.

EA. WAY

1" SPRAY APPLIED

AIR BARRIER

5/8" GYPSUM SHEATHING

R-19 FIBERGLASS SOUND

ATTENUATION INSULATION

6" x 16GA. STEEL

STUDS @ 16"O.C.

0' - 1 1/4"

ALUMINUM FASCIA

W/ "J" TRIM

THROUGH WALL FLASHING CONT.

MESH WEEPS @ 32" O.C.

2' - 0"

5/8" GYPSUM BOARD

A

2' - 7 7/8"

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: 31 JANUARY 2017

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

S

O U

T H

E A

S T

N A

S J

R B

F

O R

T W

O R

T H

T

X

N A

V Y

A

IR

S T

A T

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N

J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-311

F A

F L

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H T

S

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T O

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IT

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W A

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D.R.L.

15154737

R.E.H J.L.F.

1651221

0' 1' 2' 3' 0' 1' 2' 3' 0' 1' 2' 3'

SCALE: 3/4" = 1'-0" (A-301)

A1

WALL SECTION (TYPE E1 WALL)

SCALE: 3/4" = 1'-0" (A-301)

A3

WALL SECTION (TYPE E2 WALL)

SCALE: 3/4" = 1'-0" (A-301)

A4

WALL SECTION (TYPE E2 WALL)

PEMB FRAMING CONCEALED BY FURRING.

FOUNDATION, SEE STRUCTURAL

FOUNDATION, SEE STRUCTURAL

S Y

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3/

FINISHED FLOOR

0' - 0"

CEILING HEIGHT

AS SCHEDULED

RECESSED FLOOR

-1' - 6"

B

5/8" GYP.BD. ON 1" "Z" @

16"O.C. VERT.

3 1/2" SOUND

ATTENUATION INSULATION

3-5/8" x 16GA. STEEL

STUDS @ 16"O.C.

RAISED FLOORING SYSTEM

AS SPECIFIED

SEE A1/A-604 FOR

STC RATED ROOF SYSTEM

SEE A3/A-604 FOR NON

STC RATED ROOF SYSTEM

3-5/8" x 16GA. STEEL

STUDS @ 16"O.C.

PEMB FRAME CROSS

BRACING CHASE.

5/8" GYPSUM BOARD

7/8" HATT CHANNEL @ 16"O.C.

CONT. DEFLECTION TRACK

BEAMS SEE S-503

FOUNDATION, SEE

STRUCTURAL

FURRING AROUND PEMB

FRAMING BEYOND

FINISHED FLOOR

0' - 0"

CEILING HEIGHT

AS SCHEDULED

EAVE HEIGHT

13' - 11-3/4" A.F.F.

D

8" OGEE GUTTER

0' - 0 3/4"

"ALUMINUM SKIRT

W/ CONT. CLEAT

ALUMINUM

SOFFIT PANEL

0' - 1 1/4"

ALUMINUM FASCIA

W/ "J" TRIM

12" EAVE STRUT

8" CHANNEL. ATTACH TO

OUTRIGGERS AT

COLUMN LINE

OUTRIGGER

SPRAY APPLIED AIR BARRIER

ROOF EDGE CLIP W/R-2.5

THERMAL SPACER

ROOF SYSTEM CLIP ANCHOR

W/R-2.5 THERMAL SPACER

MASONRY VENEER

WALL TIES @ 16" O.C.

EA. WAY

2" SPRAY FOAM

AIR BARRIER

5/8" GYPSUM SHEATHING

R-19 FIBERGLASS SOUND

ATTENUATION INSULATION

6" x 16GA. STEEL

STUDS @ 16"O.C.

5/8" GYP.BD.

R-11 FIBERGLASS SOUND

ATTENUATION INSULATION

24 GA. STANDING SEAM METAL ROOF

PANEL

2' - 0"

ALUMINUM DOOR

AND FRAME

AS SCHEDULED

STEEL LINTEL

THROUGH WALL FLASHING CONT.

MESH WEEPS @ 32" O.C.

2' - 7 7/8"

FOUNDATION, SEE STRUCTURAL

CANOPY, SEE DETAIL A3/A-605

THRESHOLD AS SPECIFIED.

PROVIDE (3) ANCHORS MIN.

FINISHED FLOOR

0' - 0"

CEILING HEIGHT

AS SCHEDULED

TOP OF STEEL

VARIES

RECESSED FLOOR

-1' - 6"

THROUGH WALL FLASHING CONT.

MESH WEEPS @ 32" O.C.

8" CHANNEL. ATTACH TO

OUTRIGGERS AT

COLUMN LINE

R-11 FIBERGLASS SOUND

ATTENUATION INSULATION

24 GA. STANDING SEAM METAL ROOF

PANEL

MASONRY VENEER

WALL TIES @ 16" O.C.

EA. WAY

2" SPRAY FOAM

AIR BARRIER

5/8" GYPSUM SHEATHING

6" x 16GA. STEEL

STUDS @ 16"O.C.

PEMB FRAME SEE

STRUCTURAL

SEE A1/A-604 FOR

STC RATED ROOF

SYSTEM

ALUMINUM

SOFFIT PANEL

0' - 1 1/4"

ALUMINUM FASCIA

W/ "J" TRIM

3' - 0"

2' - 0"

(2) LAYERS 5/8" GYP.BD. ON 1"

"Z" @ 16"O.C. VERT.

FOUNDATION, SEE STRUCTURAL

ALUMINUM SKIRT

W/ CONT. CLEAT

0' - 0 3/4"

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

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A V

A L

F A

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N G

IN

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E R

IN

G

C O

M M

A N

D

DRAWFORM REVISION: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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A C

IL

IT

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G

IN

E E

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IN

G C

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M A

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T H

E A

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S J

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F

O R

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T H

T

X

N A

V Y

A

IR

S T

A T

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N

J O

IN

T

R E

S E

R V

E B

A S

E F

O R

T W

O R

T H

T

E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-312

F A

F L

IG

H T

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A C

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D.R.L.

15154738

R.E.H J.L.F.

1651221

0' 1' 2' 3' 0' 1' 2' 3'SCALE: 3/4" = 1'-0" (A-301)

A1

WALL SECTION

SCALE: 3/4" = 1'-0" (A-301)

A3

WALL SECTION (TYPE E2 WALL)

SCALE: 3/4" = 1'-0" (A-303)

A4

WALL SECTION (TYPE E1 WALL)

0' 1' 2' 3'

S Y

M D

E S

C R

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RECESSED FLOOR

-1' - 6"

FINISHED FLOOR

0' - 0"

FOUNDATION. SEE STRUCTURAL

RAISED FLOORING SYSTEM AS SPECIFIED

CASING BEAD WITH SEALANT

1" "Z" FURRING @ 16"O.C. VERT.

SEE PARTITION TYPES SHEETS A-501, A-502

CASING BEAD WITH SEALANT

WALL BASE AS SCHEDULED

2-1/2" x 14GA. STEEL

STUD @ PURLIN

V A

R

IE

S C

O O

R D

IN

A

T E

W

IT

H R

IG

ID

F R

A M

E D

E P

T H

P E

R M

A N

U F

A C

T U

R E

RS

E

E A

-A

PEMB FRAME

SEE PARTITION TYPES, SHEET A-501, A-502

5/8" GYP.BD.

4" x 20GA STUD HORIZONTAL

@ BOTTOM OF CEILING

7/8" HAT CHANNEL @ 16" O.C.

PROVIDE 1/8" THICK x 4" WIDE CLOSED CELL FOAM SEAL SOUND

PROOFING TAPE BETWEEN STUD AND PURLIN. PROVIDE NEOPRENE

WASHERS AT FASTENER HEAD. NO STEEL TO STEEL CONNECTION

0' - 1"

MINIMUM SEPARATION

BETWEEN PEMB FRAME

AND STUD

M

IN

IM

U

M

R-19 FIBERGLASS SOUND

ATTENUATION INSULATION W/ 1" STEEL

BANDING PERPENDICULAR TO PURLINS

@30" O.C.

12" ROOF PURLIN

7/8" x 20GA. HAT CHANNEL @ 16" O.C.

1/2" DIA. THREADED SUSPENSION RODS @ PURLIN.

PROVIDE (2) BEVELED WASHERS AND (2) SOUND

DEADENING 60 SHORE HARDNESS NEOPRENE

WASHERS AT CONNECTION TO ROOF PURLIN AND

UPPER CHANNEL.

PROVIDE 1-5/8" x 2-7/16" x 12GA. CHANNEL @

48"MAX. PARALLEL WITH PEMB FRAME. (CHANNEL

FOR EQUIPMENT SUPPORT @ NON-STC RATED

ROOF SYSTEM)

PROVIDE UNISTRUT FRAMING @ 48"MAX.

PERPENDICULAR TO UPPER CHANNEL. CHANNEL

FOR EQUIPMENT SUSPENSION SUPPORT. CEILING.

ASSUME MEP LOAD OF 10 PSF.

3/8"DIA THREADED ROD @ 48"MAX. SPACING W/ (2)

BEVELED WASHERS AND (2) NEOPRENE WASHERS

@ UPPER CHANNEL. (2) SELF LOCKING NUTS @

LOWER CHANNEL.

(2) LAYERS 5/8"

TYPE "X" GYP.BD.

EQUIPMENT SUPPORT WIRE/STRAP.

COORDINATE WITH MECHANICAL,

ELECTRICAL, AND FIRE PROTECTION

SUB-CONTRACTORS.

R-11 FIBERGLASS SOUND ATTENUATION INSULATION

R-2.5 THERMAL SPACER

24 GA. STANDING SEAM METAL ROOF PANEL

/4

/8

/8

SEE A1/A-604 FOR

STC RATED ROOF SYSTEM

UNISTRUT FOR

PROJECTOR SUPPORT,

COORDINATE NUMBER

AND SPACING WITH AV

CONTRACTOR

12"x12"x3/4" PLYWOOD

ANCHORED TO

UNISTRUT.

VIBRATION ISOLATION

STRUCTURAL CEILING

ADAPTER

PROJECTOR SUPPORT

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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Y N

A V

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DRAWFORM REVISION: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

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S E

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E B

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E F

O R

T W

O R

T H

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E X

A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-604

F A

F L

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H T

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D E

T A

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D.R.L.

15154747

R.E.H J.L.F.

1651221

SCALE: 1 1/2" = 1'-0" (A-302)

C1

DETAIL AT RAISED FLOOR AND PARTITION

SCALE: 1 1/2" = 1'-0" (A-302)

C2

FURRING AT RIGID FRAME AT STC RATED ROOF ASSEMBLY

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

A1

STC-58 ROOF SYSTEM- MBMA DATA FILE NO. G9721.04 (UL P516)

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

A3

NON STC RATED ROOF SYSTEM

4"0' 8" 1'-4" 4"0' 8" 1'-4"

4"0' 8" 1'-4" 4"0' 8" 1'-4"

SCALE: 1 1/2" = 1'-0" (A-301)

C4

DETAIL AT TOP OF PARTITION

4"0' 8" 1'-4"

S Y

M D

E S

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PLUMBING VENT SEE ROOF PLAN FOR SIZE.

SEE PLUMBING DRAWINGS

BAND CLAMP

PRE-FABRICATED ROOF

PENETRATION BOOT

STANDING SEAM METAL ROOF

R-11 FIBERGLASS INSULATION

R-19 FIBERGLASS INSULATION W/ 1"

STEEL BANDING PERPENDICULAR

TO PURLINS @30" O.C.

12" ROOF PURLIN

ROOF SYSTEM CLIP ANCHOR

/ R-2.5 THERMAL SPACER

STRUCTURAL PEMB FRAME BEYOND

R-11 FIBERGLASS INSULATION

R-19 FIBERGLASS INSULATION W/ 1"

STEEL BANDING PERPENDICULAR

TO PURLINS @30" O.C.

12" ROOF PURLIN

ROOF SYSTEM CLIP ANCHOR

/ R-2.5 THERMAL SPACER

STRUCTURAL PEMB FRAME BEYOND

BOILER FLUE SEE PLAN FOR SIZE

STAINLESS STEEL CLAMPING COLLAR

METAL RAIN HOOD TO MATCH ROOF

COLOR

HIGH TEMPERATURE BOOT

CLAMPING RING FASTENERS SET IN MASTIC

STAINLESS STEEL BAND CLAMP

STANDING SEAM METAL ROOF

R-19 FIBERGLASS INSULATION W/ 1"

STEEL BANDING PERPENDICULAR

TO PURLINS @30" O.C.

STRUCTURAL PEMB FRAME BEYOND

R-11 FIBERGLASS INSULATION

12" ROOF PURLIN

ROOF SYSTEM CLIP ANCHOR

/ R-2.5 THERMAL SPACER

BOILER INTAKE AIR SEE PLAN FOR SIZE

CURB MOUNTED INTAKE AIR HOOD

SEE MECHANICAL

PREFABRICATED ROOF CURB

WATER DIVERTER

STANDING SEAM METAL ROOF

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

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A V

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DRAWFORM REVISION: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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A S

AS NOTED

U N

C L A

S S

IF

IE

D

The Johnson-McAdams Firm P.A.

A-606

F A

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15154749

R.E.H J.L.F.

1651221

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

C1

PLUMBING VENT STACK DETAIL

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

A1

BOILER FLUE DETAIL

4"0' 8" 1'-4"

4"0' 8" 1'-4" SCALE: 1 1/2" = 1'-0"

A3

BOILER INTAKE DETAIL

4"0' 8" 1'-4"

S Y

M D

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3/

2" ANTENNA CONDUIT

BAND CLAMP

PRE-FABRICATED ROOF

PENETRATION BOOT

STANDING SEAM METAL ROOF

R-11 FIBERGLASS INSULATION

12" ROOF PURLIN

ROOF SYSTEM CLIP ANCHOR

/ R-2.5 THERMAL SPACER

STRUCTURAL PEMB FRAME

BEYOND

GPS ANTENNA AND

COAX PROVIDED AND

INSTALLED BY

LOCKHEED MARTIN

PEMB CHANNEL CLIPPED AT EACH

END TO THE ROOF PURLINS AT

EACH ANTENNA LOCATION.

ANCHOR CONDUIT

TO CHANNEL

1/8" 7x19 STAINLESS STEEL WIRE CABLE

ANTENNA CONDUIT SUPPORT (3) PER ANTENNA

CLIP ANTENNA SUPPORT GUY WIRE TO RIB

OF STANDING SEAM METAL ROOF WITH NON

PENETRATING STANDING SEAM RIB CLIP

WEATHERHEAD

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

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A N

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DRAWFORM REVISION: 31 JANUARY 2017

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V A

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A S

AS NOTED

U N

C L A

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IF

IE

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The Johnson-McAdams Firm P.A.

A-607

F A

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15154750

R.E.H J.L.F.

1651221

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

A1

ANTENNA MOUNT DETAIL

4"0' 8" 1'-4"

S Y

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GENERAL ROOM FINISH SCHEDULE NOTES:

REFER TO SPECIFICATIONS FOR THE BASIS OF DESIGN OR EQUIVALENT

MANUFACTURER TECHNICAL REQUIREMENTS.

REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS,

FLOOR FINISH DRAWINGS, WALL FINISH DRAWINGS, ENLARGED PLAN

DRAWINGS AND INTERIOR DETAIL DRAWINGS FOR ADDITIONAL FINISH

PLACEMENT INFORMATION.

REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS,

STRUCTURAL DRAWINGS AND COMMUNICATION DRAWINGS FOR

COORDINATION OF BUILDING FINISHES TO BUILDING SYSTEMS.

REFER TO FLOOR FINISH DRAWINGS FOR PLACEMENT OF FLOOR

FINISHES, FLOOR PATTERNS AND FLOOR MATERIAL CHANGES. REFER TO

FLOORING TRANSITION DETAILS FOR TRANSITIONS BETWEEN ADJOINING

FLOORING MATERIALS.

REFER TO WALL FINISH DRAWINGS FOR WALL FINISH EXTENTS, CORNER

GUARD LOCATIONS, SIGNAGE LOCATIONS.

REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND

CEILING MATERIAL EXTENTS.

REFER TO ACCESS FLOOR DRAWINGS FOR COORDINATION OF FLOOR

FINISHES TO ACCESS FLOOR LOCATIONS.

REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND

INTERIOR ELEVATIONS FOR PLACEMENT OF INTERIOR FINISHES IN

TOILET/LOCKER ROOMS.

REFER TO STAIR DETAILS FOR TYPICAL STAIR FINISH ASSIGNMENT.

REFER TO ELEVATOR SPECIFICATION SECTIONS FOR PASSENGER AND

FREIGHT ELEVATOR FINISHES.

CASEWORK LOWER AND UPPER CABINETS TO BE PLAM-1 WITH SOLID

SURFACE COUNTER SSF-1. LAVATORY COUNTERS TO BE SSF-1.

PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL MOUNTED

ITEMS INCLUDING TOILET FIXTURES, TOILET ACCESSORIES, TOILET

PARTITIONS, MILLWORK, SHELVES, COUNTERTOP SUPPORTS,

MARKERBOARDS, TACKBOARDS, FLAT PANEL DISPLAYS, CAMERAS,

ACOUSTICAL WALL PANELS, MURAL OR ART CABLE SYSTEMS, AND ANY

OTHER WALL MOUNTED OBJECT.

UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL STEEL TO BE

PAINTED TO MATCH ADJACENT WALL OR CEILING.

UNLESS NOTED OTHERWISE, ALL EXTERIOR / PERIMETER WINDOWS TO

RECEIVE RS-1.

ALL WINDOW SILLS TO BE SSF-3.

ALL DOOR FRAMES TO BE PA-4, EXEPT WHERE NOTED TO BE PAINTED

PA-6.

ALL METAL FABRICATIONS AND HANDRAILS TO BE PA-4.

INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR.

NO FINISHES REQUIRED ON CONCRETE WALLS OR CONCRETE CEILINGS

UNLESS NOTED OTHERWISE.

ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED.

WALL CORNER GUARDS TO BE INSTALLED STARTING AT THE TOP OF THE

SCHEDULED WALL BASE.

AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED

SURFACES.

PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS

STEEL, PIPING, HANGERS, VALVES AND CONDUITS EXCEPT PRE-

FINISHED LINER PANELS AND FOAM GENERATORS. THE PAINT COLOR

SHALL BE AS INDICATED ON SCHEDULE. ALL FIRE PROTECTION PIPING

COLOR SHALL BE SAFETY RED.

ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND

ASSOCIATED SUPPORTING EQUIPMENT TO BE PAINTED TO MATCH

ADJACENT WALL OF CEILING UNLESS OTHERWISE REQUIRED BY CODE.

COORDINATE WITH MECHANICAL / ELECTRICAL FOR FINISHES ON

MECHANICAL OR ELECTRICAL EQUIPMENT.

DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES,

OPERATING PARTS, LABELS OR WARNINGS.

REFER TO AND…