Attachment G-1596603dwg04of11_S-A-I-F-P-M.pdf

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STRUCTURAL ABBREVIATIONS

JST JOIST

SPA SPACE

SOG SLAB ON GRADE

PROJ PROJECTION

PAF POWER ACTUATED FASTENER

MTL METAL

MEZZ MEZZANINE

MECH MECHANICAL

MANF MANUFACTURER

T/WALL TOP OF WALL

BLDG BUILDING

BOT BOTTOM

B/STL BOTTOM OF STEEL

BRG BEARING

CONT CONTINUOUS

CTRD CENTERED

DWL DOWEL

EXP EXPANSION

FND FOUNDATION

FTG FOOTING

ADDL ADDITIONAL

T/SLAB TOP OF SLAB

ALT ALTERNATE

BM BEAM

BOD BOTTOM OF DECK

BP BASE PLATE

c CAMBER (UPWARD)

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR COVER

CSJ CONSTRUCTION JOINT

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EL ELEVATION

ELEV ELEVATION

EQUIP EQUIPMENT

EW EACH WAY

FD FLOOR DRAIN

FF FAR FACE

FG FINISH GRADE

FV FIELD VERIFY

GALV GALVANIZED

GC GENERAL CONTRACTOR

GRTG GRATING

DIA DIAMETER

THK THICK

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MIN MINIMUM

NA NOT APPLICABLE

NF NEAR FACE

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

PC PIECE

PL PLATE

PSF POUNDS PER SQUARE FOOT

REINF REINFORCEMENT

RTU ROOF TOP UNIT

SEIJ SEALED EDGE ISOLATION JOINT

SEJ SEALED EDGE JOINT

SIM SIMILAR

TP TOP OF PILASTER

T&B TOP AND BOTTOM

TF TOP OF FOOTING

T/STL TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

WWR WELDED WIRE REINFORCEMENT

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL

CONST CONSTRUCTION

DIM DIMENSION

EQ EQUAL

MAX MAXIMUM

MF MOMENT FRAME

REQ'D REQUIRED

WS WATERSTOP

HORZ HORIZONTAL

BF BRACED FRAME

MISC MISCELLANEOUS

ROOF LOAD

ZONE 2 ZONE 3

BUILDING TITLE DISTANCE "a"

ZONE 4

WALL LOAD

BUILDING WIND LOAD CRITERIA (COMPONENTS & CLADDING)

NOTE:

1. BUILDING WIND LOAD PRESSURES ILLUSTRATED IN THE SCHEDULE SHALL BE USED FOR

DESIGN OF COMPONENTS AND CLADDING ELEMENTS NOT EXPLICITLY DESIGNED WITHIN THESE

DOCUMENTS AND NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL.

2. THE WIND LOADS NOTED ABOVE ARE BASED ON ZONES WHICH LOCATE SPECIFIC AREAS ON

THE ROOF AND WALL SURFACES. THESE ZONES ARE LOCATED AS NOTED BELOW (LOADS

BASED ON 10 SQ FEET TRIB AREA):

ZONE 1: TYPICAL ROOF SURFACE AREA NOT LOCATED WITHIN IN ZONE 2 OR 3.

ZONE 2: EDGES OF ALL ROOF SURFACES LOCATED WITHIN A DISTANCE "a" FROM ALL EDGES AND ROOF SURFACES LOCATED WITHIN A DISTANCE "a" FROM ALL ROOF PEAKS AND HIPS.

ZONE 3: CORNERS OF ALL ROOF SURFACES LOCATED WITHIN A DISTANCE "a" FROM EACH EDGE OF ROOF.

ZONE 4: TYPICAL WALL SURFACE AREA NOT LOCATED WITHIN ZONE 5 (EXCLUDES PARAPETS).

ZONE 5: CORNERS OF ALL WALL SURFACES LOCATED WITHIN A DISTANCE "a" FROM ALL CORNERS

(EXCLUDES PARAPETS).

3. THE LOADS INDICATED IN THE TABLE ABOVE SHALL ACT IN BOTH DIRECTIONS FOR WALLS

AND IN THE UPWARD DIRECTION FOR ROOFS.

4. UNITS FOR LOADS ARE IN POUNDS PER SQUARE FOOT.

5. LOADS INDICATED ARE FACTORED LOADS (LRFD) USING STRENGTH DESIGN METHOD.

OPERATIONS BUILDING 3629734929 3'-0"

ZONE 1

ROOF OVERHANG LOAD

ZONE 2 ZONE 3

ZONE 5

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FOR COMMANDER NAVFAC

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C.2C.1

C.B

C.A

47' - 4"

S2011

B1

S2011

C1

S2011

A1

S2011

C3

A1

S5101

A1

S5101

A1

S5101

A1

S5101

8"

8" 8"

8"

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S0011 & S0021.

2. FOR TYPICAL DETAILS, SEE SHEETS S5011 THRU S5031.

3. TOP OF SLAB ON GRADE EL = 100'-0" TYPICAL UNO.

4. TOP OF FOOTING ELEVATION = 97'-0" TYPICAL UNO.

5. SEE S5021 FOR PEDESTAL SCHEDULE.

S.1

S.C

S.A

S.2 S.3 S.4 S.5 S.6 S.7 S.8 S.9 S.10 S.11

19' - 1 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

OPTION SCOPE

20' - 0"

OPTION SCOPE

19' - 1 1/2"

IF OPTION IS TAKEN

8" TO EDGE OF CONC

S.B

/2

/2

6 6 6 6 6 6 6 6

6 7

7 6 6 6 6 6 6 6 6 6

2' - 6"

2' - 6"

2'

6"

2' - 6"

2'

6"

2'

6"

2' - 6"

2' - 6"

2'

6"

2' - 6"

P3 P3 P3 P2 P3 P3 P3 P2 P2 P2

P2

P2P2P2 P2P2P2P2P2P2

P2P2

P2

P2

BRACED

FRAME

BRACED FRAME

BRACED

FRAME

BRACED

FRAME

8"

8"

8"

A2

S5101

A3

S5101

A2

S5101

A2

S5101

A3

S5101 A3

S5101

A2

S5101

A3

S5101

OPTION SCOPE

BASE BID7

OPTION SCOPE:

SHADED AREA DENOTES OPTION SCOPE AND INCLUDES

ASPECTS OF ARCHITECTURE, STRUCTURE, BUILDING

SYSTEMS, AND FINISHES BETWEEN GRIDLINE S.9 AND S.11.

DRAWINGS SHOW FINAL INTENT IF OPTION SCOPE IS

TAKEN. BASE BID DOES NOT INCLUDE OPTION SCOPE.

O P T I O N S C O P E

OF CONC

8" TO EDGE

FLOOR PLAN KEYNOTES

1/8" = 1'-0"

24'4' 8' 16'

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1/4" = 1'-0"A1

FOUNDATION PLAN - OPERATIONS BUILDING

1/8" = 1'-0"C1

FOUNDATION PLAN - STORAGE BUILDING

N

N

1 4" SLAB ON GRADE, REINF PER TYPICAL DETAILS.

2 SLAB ON GRADE CONTROL JOINT, TYPICAL.

3 8" SLAB ON GRADE, REINF PER TYPICAL DETAILS.

4 SLOPE TO FLOOR DRAIN, ELEV = -5/8". SEE PLUMBING AND

ARCHITECTURAL FOR ADDITIONAL INFORMATION.

5 **OPTION** IF OPTION SCOPE IS TAKEN, STRUCTURE OF EAST WALL,

INCLUDING BUT NOT LIMITED TO COLUMNS, PEDESTALS, FOOTINGS, AND

BRACING, WILL SHIFT FROM GRID LINE S.9 TO S.11 AS SHOWN.

6 **OPTION** IF OPTION SCOPE IS TAKEN, COLUMN WILL SHIFT EAST AND BE

LOCATED ON GRID LINE S.9 AS SHOWN. OTHERWISE FOR BASE BID

COLUMN SHALL BE LOCATED TO THE WEST OF GRID LINE S.9.

PRELIMINARY FOOTING SCHEDULE

MARK WIDTH LENGTH THICKNESS REINFORCEMENT

4 4' - 0" 4' - 0" 1' - 0" (5)#5 EW T&B

6 6' - 0" 6' - 0" 1' - 0" (6)#5 EW T&B

7 7' - 0" 7' - 0" 1' - 0" (7)#5 EW T&B

1/4" = 1'-0"

2' 4' 8' 12'

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S0011 & S0021.

2. FOR TYPICAL DETAILS, SEE SHEETS S5011 THRU S5031.

3. SEE CIVIL FOR LOCATION OF CANOPY ON SITE AND GRADE ELEVATIONS.

4. COORDINATE WITH OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL

INFORMATION NOT SHOWN.

5. SEE S5021 FOR PEDESTAL SCHEDULE.

6. ALL COLUMNS SHOWN AND SUPERSTRUCTURE BY PRE-ENGINEERED

MANUFACTURER. COORDINATE STRUCTURE CLEAR HEIGHT AND OTHER

INFORMATION WITH ARCHITECTURE DRAWINGS. COLUMN FOUNDATIONS

SHALL BE DESIGNED PER GENERAL NOTE 1.2.G FROM S0011.

7. SEE PLAN FOR LOCATIONS OF MOMENT FRAMES (MF).

CANOPY PLAN KEYNOTES

X.B

X.A

X.1 X.2 X.3

19' - 8" 19' - 8"

9'

4"

C1

S1021

P1 P1 P1

P1 P1 P1

4 4 4

4 4 4

39' - 4"

MFMF

MFMF

MF MF MF

X.B

3' -0

M

IN

6"

-1 2"

GRADE

SEE CIVIL

CANOPY COL &

ANCHORAGE

BY PEMB

DESIGNER

X.1 X.2 X.3X.A

A B

O V

E G

R A

D E

3'

0" M

IN

24"Ø COLUMN

ENCASEMENT, REINF

W/ (7) #5 AND #3 TIES

@ 12"oc, EMBED VERT

BARS 6" INTO

PEDESTAL W/ EPOXY

T/CONCRETE ELEV

SHALL MATCH AT

ALL CANOPY COL'S

FTG REINF,

SEE SCHEDULE

PEDESTAL REINF,

SEE SCHEDULE

NOTE:

GALV COLUMNS, BASE PLATES, ANCHOR RODS, WASHERS, AND NUTS

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2' 4' 8' 12'

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S2011

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N

1/2" = 1'-0"

S1021

C1

SECTION

1/2" = 1'-0"

1' 2' 4' 6'

PRELIMINARY FOOTING SCHEDULE

MARK WIDTH LENGTH THICKNESS REINFORCEMENT

4 4' - 0" 4' - 0" 1' - 0" (5)#5 EW T&B

6 6' - 0" 6' - 0" 1' - 0" (6)#5 EW T&B

7 7' - 0" 7' - 0" 1' - 0" (7)#5 EW T&B

1 COLUMN, BY THE PRE-ENGINEERED MANUFACTURER, TYP.

C.2C.1

C.B

C.A

S2011

B1

S2011

C1

S2011

A1

S2011

C3

B2

S5101

47' - 4"

K

K

K

K

K

K

K

5' - 8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 5' - 8"

5/

8"

5/ 8"

B1

S5101

T/CMU = 116' - 0"

T/CMU = 112' - 0"

B1

S5101

B3

S5101

LOW PT SNOW

DRIFT = 20 PSF

HIGH PT SNOW

DRIFT = 31 PSF

5' - 0"

LOW PT SNOW

DRIFT = 20 PSF

HIGH PT SNOW

DRIFT = 31 PSF

5' - 0"

T/CMU = 115' - 4"

T/CMU = 114' - 8"

T/CMU = 115' - 4"

T/CMU = 114' - 8"

S

LO

P E

D

1:

HIGH PT SNOW

DRIFT = 25 PSF

LOW PT SNOW

DRIFT = 20 PSF

S P

S P

S P

S P

S P

S P

S P

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S0011 &

S0021.

2. FOR TYPICAL DETAILS, SEE SHEETS S5011 THRU S5031.

3. JOIST SEATS SHALL BE SLOPED AND/OR SKEWED AS REQ'D TO ACHIEVE

THE DESIGNATED ROOF SLOPE/ELEVATIONS INDICATED. ASSUMED JOIST

SEAT DEPTH AT CENTERLINE OF WALLS INDICATED AS FOLLOWS:

K-JOIST @ 1" PER FOOT ROOF SLOPE = 3 1/2" (HIGH END), 2 1/2" (LOW END)

4. ALL STEEL JOIST SEATS SHALL BE DESIGNED FOR A ROLLOVER FORCE =

1.5 KIPS (LRFD).

5. JOIST DESIGNATED AS "SP" SHALL BE DESIGNED FOR SNOW DRIFT.

6. BRACED FRAMES (BF) AND MOMENT FRAMES (MF) INDICATED ON PLAN.

7. THE STORAGE BUILDING IS A PRE-ENGINEERED METAL BUILDING WITH

SUPERSTRUCTURE, FLOOR SLAB, AND FOUNDATIONS DESIGNED BY THE

BUILDING MANUFACTURER. COORDINATE STRUCTURE CLEAR HEIGHT AND

OTHER INFORMATION WITH ARCHITECTURE DRAWINGS.

S.1

S.C

S.A

S.2 S.3 S.4 S.5 S.6 S.7 S.8 S.9 S.10 S.11

S.B

/2

/2

19' - 1 1/2" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"

OPTION SCOPE

20' - 0"

OPTION SCOPE

19' - 1 1/2"

MF MF MF MF MF MF MF

MF

(OPTION SCOPE) MF

BF

BF

BF BF

MF MF MF MF

OPTION SCOPE:

SHADED AREA DENOTES OPTION SCOPE AND INCLUDES

ASPECTS OF ARCHITECTURE, STRUCTURE, BUILDING

SYSTEMS, AND FINISHES BETWEEN GRIDLINE S.9 AND S.11.

DRAWINGS SHOW FINAL INTENT IF OPTION SCOPE IS

TAKEN. BASE BID DOES NOT INCLUDE OPTION SCOPE.

O P T I O N S C O P E

ROOF PLAN KEYNOTES

1/4" = 1'-0"

2' 4' 8' 12'

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APPROVED

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1/4" = 1'-0"A1

ROOF FRAMING PLAN - OPERATIONS BUILDING

1/8" = 1'-0"C1

ROOF FRAMING PLAN - STORAGE BUILDING

N

N

1 PROVIDE 1 1/2" X 20 GA ROOF DECK. SEE S-001 FOR ATTACHMENT

REQUIREMENTS.

2 PEMB MANUFACTURER SHALL DESIGN STRUCTURAL MEMBERS FOR

MISCELLANEOUS EQUIPMENT LOADS; INCLUDING BUT NOT LIMITED

TO SPRINKLER PIPING (TYP). SEE PLUMBING DRAWINGS FOR

INFORMATION.

3 SUPERSTRUCTURE BY PRE-ENGINEERED MANUFACTURER, TYP.

4 TO SUPPORT END OF BENT PLATE EXTEND BENT PLATE EDGE TO

DECK ANGLE ALONG CMU WALL AND WELD BENT PLATE TO DECK

ANGLE AT CORNER, TYP.

1/8" = 1'-0"

24'4' 8' 16'

1' - 0"

1'

0" 1'

0"

1'

0"

1'

0"

1' - 0" 16' - 0" 1' - 0"

18' - 0"

13' - 4" 13' - 4" 13' - 4" 6"

D3

S1221

D2

S1221

D1

S1221

D1

S1221

D1

S1221

D1

S1221

D1

S1221

B1

S1221

T/SLAB = 104' - 0"

SLOPE DNCJCJ 11

4 3 4

CSJ CSJ

T/SLAB

EL=99'-6"

T/SLAB

EL=100'-0"

C4

S1221

B5

S1221

C3

S1221

10' - 0" 39' - 6"

5' - 8" 6' - 4" 5' - 0" 1' - 0"

1'

0"

5'

0"

SLOPE DN

SLOPE

DN

T/SLAB

EL=99'-11"

T/SLAB

EL=99'-6"

T/SLAB

EL=99'-6"

T/SLAB

EL=99'-2"

GRADE

SEE CIVL

6"

SEE

FOR ADDL INFO

NOT SHOWN

/B1 S1221

T/SLAB EL =

SEE PLAN

9" 1' - 0" 9"

2' - 6"

1'

0"

B 1/

S

N O

TE

P E

R

#4@12"oc

(TYP UNO)

30"

30"

GUARDRAIL NOTE 2

/B1 S1221

TF EL =

PER SHT NOTES

GRADE

SEE CIVL

6"

SEE

FOR ADDL INFO

NOT SHOWN

/B1 S1221

T/SLAB EL =

SEE PLAN

9" 1' - 0" 9"

2' - 6"

1'

0"

TF EL =

PER SHT NOTES

#4@12"oc

(TYP UNO)

30"

30"

GUARDRAIL

SMOOTH DOWELS

1"Øx18" LG @ 12"oc

9" 1' - 0" 9"

2' - 6"

SEE

FOR ADDL INFO

NOT SHOWN

/B1 S1221

1'

0"

#4@12"oc

(TYP UNO)

24"

24"

T/SLAB EL =

SEE PLAN

TF EL =

PER SHT NOTES

9" 1' - 0" 9"

2' - 6"

GRADE

SEE CIVL

CONT (3)#5 (TYP FTG REINF UNO)

#4@12"oc EF (TYP WALL REINF UNO)

TF EL =

SEE PLAN

1 1/2"

1'

0"

#4@12"oc

(TYP UNO)

30"

30"

SLOPE DN 1/2"

N O

TE

1NOTE 2

NOTE 1

8" 4"

SLAB REINF

SEE PLAN (TYP)

#4@12"oc

(TYP UNO)

24"

24"

SMOOTH DOWELS

1"Øx18" LG @ 12"oc

9" 1' - 0" 9"

2' - 6"

1'

0"

PERIMETER PIPE, WRAP W/ FILTER FABRIC

T/SLAB EL =

SEE PLAN

NOTE 2

NOTES:

1. COORD DOCK LEVELER PIT DEPTH, WIDTH, & LENGTH WITH DOCK LEVELER MANF.

2. GALV L4x4x1/4 EMBED ANGLE W/ 1/2"Øx6" LG HD STUDS @ 12"oc, VERIFY

WITH DOCK LEVELER MANF.

3. COORD ADDITIONAL EMBED REQUIREMENTS WITH DOCK LEVELER MANF (TYP).

#4@12"oc

SLOPE DN

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S0011 & S0021.

2. FOR TYPICAL DETAILS, SEE SHEETS S5011 THRU S5031.

3. SEE CIVIL FOR LOCATION OF LOADING RAMP ON SITE AND GRADE

ELEVATIONS.

4. COORDINATE WITH OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL

INFORMATION NOT SHOWN.

5. ALL BACKFILL SHALL BE COMPACTED GRANULAR FILL.

6. ALL CONCRETE REINFORCEMENT SHALL BE EPOXY COATED BARS, TYP UNO.

7. FOR DOCK LEVELER INFORMATION SEE ARCH.

8. TOP OF FOOTING EL = 97'-0", TYP UNO.

1'

6" 1'

6"

EQ EQ

CL

5"

VERT GALV PIPE 1 1/2 STD @ 48"oc

GALV PIPE 1 1/2 STD

SLAB

WALL

GALV PIPE 2 STD

AT PERMANENT RAILING

LOCATIONS, USE EPOXY

GROUT.

LOADING RAMP PLAN KEYNOTES

C4

S1221

GRADE

SEE CIVL

GUARDRAIL

(TYP)

SEE

FOR ADDL INFO

NOT SHOWN

/B1 S1221

T/STAIRS EL

SEE PLAN

1'

0"

9" 1' - 0" 9"

2' - 6"

9" 1' - 0" 9"

2' - 6"

TF EL =

PER SHT NOTES

C3

S1221 1' - 6"

#4@12"oc (TYP) 30"30"

#4@12"oc

CONT (2)#5

SEE

FOR ADDL INFO

NOT SHOWN

/B1 S1221

#4@12"oc 24"

24"

6' - 4"

R

IS

E

R S

1" 11"

TYP

1' - 0"

3" CLR

6"

1'

0"

3" 3"

FOR SAFETY

NOSING INFO SEE

ARCH (TYP)

TF EL =

PER SHT NOTES

1' - 0"

#4@12"oc

(TYP UNO)

30"

30"

T/SLAB EL =

SEE PLAN

SEE

FOR ADDL INFO

NOT SHOWN

/B1 S1221

1/4" = 1'-0"

2' 4' 8' 12'

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

D E P A R T M E N T

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501 North Broadway Saint Louis, MO 63102

(314) 335-4000

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DRAWFORM REVISION: 31 JANUARY 2017

GRAPHIC SCALE

PW DRAWING NO. PW7534

11/21/2019

As indicated

:2 :1

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1/4" = 1'-0"A1

FOUNDATION PLAN - LOADING RAMP

1/2" = 1'-0"

S1221

D2

SECTION

1/2" = 1'-0"

S1221

D1

SECTION

1/2" = 1'-0"

S1221

D3

SECTION

1/2" = 1'-0"

S1221

B1

SECTION

1/2" = 1'-0"D4

TYP GUARDRAIL AT LOADING RAMP

1 8" SLAB ON GRADE. REINF WITH #6@12"OC EW AT SLAB, PLACE REINF

AT 1/3 SLAB DEPTH.

2 PERFORATED 4"Ø PERIMETER DRAINAGE PIPE

3 GALV GUARDRAIL, REMOVABLE.

4 4" DIAMETER WEEP HOLE LOCATION @ 2" ABOVE ADJACENT GRADE.

5 GALV GUARDRAIL, PERMANENT.

6 GALV RELEASABLE SAFETY CHAIN AT EACH HORZ GUARDRAIL PIPE.

7 PLACE (3) #3 X 4'-0" @ 3" SPACING IN TOP OF SLAB. LOCATE REINF 3"

FROM RE-ENTRANT CORNER.

8 PLACE (2) #4 @ 6" SPACING IN TOP OF SLAB. REINF CONFIGURATION

AND PLACEMENT SIMILAR TO DETAIL A1/S5021 SECTION 'A'.

N 0

1/2" = 1'-0"

1' 2' 4' 6'

1/2" = 1'-0"

S1221

C3

SECTION

1/2" = 1'-0"

S1221

C4

SECTION

1/2" = 1'-0"

S1221

B5

SECTION

Level 1

EL: 100' - 0"

C.2C.1

5_48 5_8 5_24 5_8 5_48

BOND BEAM (TYP)

R E

IN

F

P E

R T

Y P

D E

TA

IL

S

B O

N D

B E

A M

S A

T

"o c

M A

X

Level 1

EL: 100' - 0"

C.2 C.1

5_485_85_485_85_485_85_485_85_485_85_48

R E

IN

F

P E

R T

Y P

D E

TA

IL

S

B O

N D

B E

A M

S A

T

"o c

M A

X

BOND BEAM (TYP)

CMU WALL REINF, TYP

Level 1

EL: 100' - 0"

C.B C.A 5_48 5_8 5_48 5_8 5_48 5_8 5_48 5_8 5_48

R E

IN

F

P E

R T

Y P

D E

TA

IL

S

B O

N D

B E

A M

S A

T

"o c

M A

X

BOND BEAM (TYP)

CMU WALL REINF, TYP

8' - 0" 10' - 0"

Level 1

EL: 100' - 0"

C.BC.A

5_48 5_8 5_24 5_8 5_48

BOND BEAM (TYP)

R E

IN

F

P E

R T

Y P

D E

TA

IL

S

B O

N D

B E

A M

S A

T

"o c

M A

X

8' - 0"10' - 0"

SHEET NOTES

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS, SEE S0011 & S0021.

2. FOR TYPICAL DETAILS, SEE SHEETS S5011 THRU S5031.

3. SEE OTHER DISCIPLINE DRAWINGS FOR LOCATIONS AND DIMENSIONS OF WALL

PENETRATIONS. IF OTHER DISCIPLINES REQUIRE ADDITIONAL PENETRATIONS

NOT SHOWN, PROVIDE ADDITIONAL REINFORCING PER A1/S5031.

4. SEE PLAN FOR TOP OF FOOTING ELEVATIONS & BOTTOM OF DECK ELEVATIONS.

5. SEE A1/S5031 FOR ADDITIONAL REINFORCING AT JAMBS, HEADS, & SILL OF

OPENINGS.

6. ALL WALLS SHALL HAVE HORZ JOINT REINFORCING SPACED AT 16"oc TYP UNO.

7. ALL PARAPET WALLS SHALL HAVE HORZ JOINT REINFORCING SPACED AT 8"oc.

8. PROVIDE FOUNDATION DOWELS FOR CMU WALL REINFORCING MATCHING THE

SIZE AND SPACING OF THE CMU WALL REINFORCEMENT INDICATED. DOWELS

NOT SHOWN FOR CLARITY.

9. CONCRETE REINFORCING NOT SHOWN FOR CLARITY.

10. VERT REINFORCING INDICATED SHALL BE AT THE CENTER OF THE CMU WALL.

11. STEPPED BOND BEAM REINF SHALL BE LAP SPLICED PER THE LENGTH

INDICATED IN THE STRUCTURAL GENERAL NOTES.

12. ALL CMU WALLS ARE 8" NOMINAL WIDTH, TYPICAL UNO.

13. GROUT SOLID ALL CMU WALLS.

14. CMU WALL CONTROL JOINTS NOT REQUIRED AND SHALL NOT BE USED.

(X)X_XX

REBAR DESIGNATION NUMBER

REBAR SPACING

(@ XX INCHES O.C.)

LOAD BEARING CMU WALL REINFORCING LEGEND

INDICATES QUANTITY OF BARS IN ONE CELL,

1/2 EACH FACE (NOT SHOWN FOR LOCATIONS

W/ 1 BAR AT CENTER OF WALL)

1/4" = 1'-0"

2' 4' 8' 12'

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

D E P A R T M E N T

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DRAWFORM REVISION: 31 JANUARY 2017

GRAPHIC SCALE

PW DRAWING NO. PW7534

11/21/2019

As indicated

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N S

1/4" = 1'-0"

S1011

A1

SOUTH ELEVATION

1/4" = 1'-0"

S1011

B1

NORTH ELEVATION

1/4" = 1'-0"

S1011

C1

WEST ELEVATION

1/4" = 1'-0"

S1011

C3

EAST ELEVATION

NOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORZ

WALL REINF. SEE GENERAL NOTES FOR SPLICE LENGTH.

DOUBLE LAYER

LENGTH

SPLICE

L E

N G

T H

S P

L

IC

E

L E

N G

T H

S P

L

IC

E

STD HOOK

THESE BARS MAY BE

ELIMINATED

IF WALL REINF TERMINATES

IN STANDARD HOOK

WALL REINF

CORNER BARS

WALL REINF

NOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORZ

WALL REINF. SEE GENERAL NOTES FOR SPLICE LENGTH.

SINGLE LAYER

LE

N

G

TH

S P

LI

C

E

LENGTH

SPLICE STD HOOK

LE

N

G

TH

S P

LI

C

E

BEND ALTERNATE CORNER BARS

IN OPPOSITE DIRECTIONS

WALL REINF

CORNER BARS

WALL REINF D

TOP OF FOOTING

FOOTING REINF

LENGTH

SPLICE

2D

HORIZONTAL WALL

REINF SEE WALL

SECTIONS FOR

SIZE AND SPACING

2' -0

M

A X

2'-0" MIN

LENGTH

SPLICE

LE

N

G

TH

S P

LI

C

E D

TOP OF

FOOTING

D

2D FOOTING DOWELS TO MATCH

VERTICAL WALL REINF SEE WALL

SECTIONS FOR SIZE AND SPACING

NOTES:

1. SEE GENERAL NOTES FOR SPLICE LENGTHS.

2. DIMENSION D = FOOTING DEPTH, REFER TO WALL AND

FOOTING SECTIONS.

3. SEE PLAN FOR LOCATION OF FOOTING STEPS.

4. FOOTING STEP DESIGNATIONS NOTED ON PLAN DO NOT

ILLUSTRATE THE TOTAL NUMBER OF STEPS REQUIRED. THE

TOTAL NUMBER OF STEPS REQUIRED SHALL BE PER THE

DETAIL CRITERIA AND TOP OF FOOTING ELEVATIONS NOTED.

NOTE: DO NOT LAP WWR THROUGH CONTROL

JOINTS OR CONSTRUCTION JOINTS.

CROSS WIRE

SPLICE LENGTH

8" MIN

T

1/ 2"

* AT EXPOSED SLABS ONLY

* TOOLED SLOT

*1/8" RADIUS

TOOLED EDGES * FILLER, SEE SPECS

KEYED JOINT

8"

1/

2"

3/ 4"

3/

4"

1 1/2"

"T

T/

T/

WIRE DOWELS TO CONT

CHAIR TO HOLD DOWEL

PERPENDICULAR TO JOINT

1" DIA x 18" LG SMOOTH

DOWEL @ 12" OC.

GREASE THIS END

SAW CUT SLOT,

PROVIDE FILLER AT

EXPOSED SLAB ONLY

SLAB REINF

9"

T/

1 1/2"1 1/2"

9"

3/4" 3/4"

"T

T/

1/ 2"

TOOLED SLOT

WIRE DOWELS TO CONT

CHAIR TO HOLD DOWEL

PERPENDICULAR TO JOINT

1" DIA x 18" LG SMOOTH

DOWEL @ 12" OC.

GREASE THIS END

1/8" RADIUS TOOLED EDGES

FOR EXPOSED SLAB ONLY

FILLER FOR EXPOSED

SLAB ONLY. SEE SPECS.

SLAB REINF

SLAB ON GRADE REINFORCEMENT

SLAB

THICKNESS

REINFORCEMENT, UNO MAXIMUM CONTROL JOINT

SPACING UNO

4" 6x6-W2.9xW2.9 12'-0"

8" #4 @ 14" EW 17'-6"

1. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH RECOMMENDATIONS IN THE

GEOTECHNICAL ENGINEERING REPORT (SEE SPECIFICATIONS).

2. PROVIDE CONTROL JOINTS AT ALL SLABS ON GRADE PER SPACING CRITERIA NOTED

IN TABLE ABOVE.

3. VAPOR BARRIER REQUIRED ONLY AT SLABS AT INTERIOR OF BUILDING.

GRANULAR FILL BASE

COURSE THICKNESS

6"

6"

S E

E P

LA

N

S

LA

B T

H

IC

K N

E S

S

T"

VAPOR BARRIER

ASTM E1745 CLASS A

CLEAN GRANULAR AGGREGATE

FILL BASE COURSE

GENERAL FILL OR

EXISTING SOIL

REINF, SEE SCHEDULE

T/

S C

H E

D

S E

E

SAW CUT SLOT.

PROVIDE FILLER FOR

EXPOSED SLABS ONLY.

CUT EVERY OTHER BAR

OR WIRE BENEATH JOINT

1 1/2" x x x x

(1

/4

M

IN

1/

S

LA

B

T H

K

NOTE: SEE OTHER DISCIPLINE DWG'S FOR LOCATION OF EQUIPMENT PADS.

EDGE OF EQUIPMENT

SEE OTHER DISCIPLINE DWG'S

FOR SIZE OF PAD

TO BE BASED ON EQUIPMENT

ACTUALLY FURNISHED

#4@12"

#4

EQUIPMENT ANCHOR BOLTS,

REFER TO EQUIPMENT SHOP

DRAWINGS FOR TYPE, SIZE,

PROJECTION AND LOCATION

1'-0"

1' -0

2" C

LR

2" CLR

6"

4" MIN ALL SIDES#4@12"

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

D E P A R T M E N T

O F

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(314) 335-4000

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DRAWFORM REVISION: 31 JANUARY 2017

PW DRAWING NO. PW7534

11/21/2019

As indicated

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NTSC1

CORNER BARS FOR WALL REINFORCEMENT

NTSC2

CORNER BARS FOR WALL REINFORCEMENT

NTSC3

ELEVATION OF CONTINUOUS WALL FOOTING

TRANSITION

NTSC5

WELDED WIRE FABRIC SPLICE

NTSA3

CONSTRUCTION JOINT (CSJ) AT 4" SLAB

NTSB1

CONTROL JOINT (CJ) @ 8" GRADE SLAB

NTSB4

CONSTRUCTION JOINT (CSJ) FOR GRADE SLAB AT 8"

SLAB

NTSA1

GRADE SLAB CONSTRUCTION

12" = 1'-0"B2

CONTROL JOINT (CJ) FOR GRADE AT 4" THICK

12" = 1'-0"A4

EQUIPMENT PAD (AT EXTERIOR)

1'-0"

8"

S E

E P

LA

N

1" DIA.X1'-6" LONG

SMOOTH DOWELS

@ 12" O.C.

(3 MINIMUM AT

MID-DEPTH)

T/SLAB EL.

SEE PLAN

METAL STAY IN

PLACE KEY FORM

1/4" WIDE X 1/2" DEEP

TOOLED JOINT. (FILL

WITH SEALANT AT

EXPOSED SLABS)

SEE CIVIL

#3@12"

2-#4

SECTION AT TYPICAL DOORS

NOTE:

1. FOR FOUNDATION WALL AND FOOTING INFORMATION NOT SHOWN, SEE

ADJACENT FOUNDATION SECTIONS (NOT AT DOOR) BEYOND.

2. REFERENCE ARCHITECTURAL/CIVIL FOR ADDITIONAL INFORMATION AT STOOPS.

3. AT ROLL UP DOOR SILL, SLOPE SLAB DOWN TOWARDS OUTSIDE OF BUILDING.

SEE ARCH DETAILS.

1" DIA. x 1'-6" LONG

SMOOTH DOWEL @

12" OC @ STOOPS (3

MIN. @ MID-DEPTH)

PRELIMINARY PEDESTAL SCHEDULE

PEDESTAL NOTES:

1. POUR PEDESTAL MONOLITHIC WITH FOUNDATION STEM WALL AT

STORAGE BUILDING. CONT HORZ REINFORCEMENT THROUGH

PEDESTAL .

2. TOP OF PEDESTAL EL = SEE PLAN.

3. WALLS NOT SHOWN ABOVE. SEE PLAN FOR WALLS.

P2

TYPE SIZE AND REINFORCEMENT

30"x30" WITH 16-#7 VERT WITH 90°HOOK INTO FOOTING, WITH #3 TIES IN SETS WITH 3 WITHIN TOP 5" AND AT 12" O.C.

THROUGHOUT

P3

TYPE P3TYPE P2

SEE SCHEDULE

S E

E S

C H

E D

U

LE

SEE SCHEDULE

S E

E S

C H

E D

U

LE

48"x30" WITH 22-#7 VERT WITH 90° HOOK INTO FOOTINGS, WITH #3 TIES IN SETS WITH 3 WITHIN TOP 5" AND AT 12" O.C.

THROUGHOUT

P1

28"x28" WITH 12-#7 VERT WITH 90°HOOK INTO FOOTING, WITH #3 TIES IN SETS WITH 3 WITHIN TOP 5" AND AT 12" O.C.

THROUGHOUT

TYPE P1

SEE SCHEDULE

S E

E S

C H

E D

U

LE

CJ OR CSJ

BLOCKOUT FOR

COLUMN WITH FELT

AT JOINT AND TOOLED

EDGE TO MATCH SLAB

CONTROL JOINT (AT

EXPOSED SLAB FILL

WITH SEALANT)

COLUMN

BASE PLATE

CJ OR CSJ

NOTE: DETAIL SIMILAR AT PERIMETER COLUMN.

2" (TYP)

(EDGE

BASEPLATE)

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

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NTSA1

ADDITIONAL REINFORCING AT DOORS

NTS

SCHEDULE - PEDESTAL

B1

12" = 1'-0"A2

COLUMN ISOLATION JOINT AT INTERIOR COLUMN

OPNG'S, UNO

24" TYP @ ALL

LINTEL

BAR (2

BARS)

BOTTOM

LINTEL BAR

(2 BARS)

VERT JAMB

BARS

BOND BEAM

REINF

LINTEL

BARS (4

BARS)

VERT JAMB BARS (2 BARS

@ 8"o.c. EACH SIDE)

LINTEL BARS

(4 BARS TOTAL)

LINTEL BARS

(2 BARS)

LINTEL BARS

(2 BARS)

LINTEL BARS

(4 BARS TOTAL)

VERT JAMB

BARS (2 BARS

@ 8"o.c. EACH

SIDE)

FOUNDATION

DOWELS TYP.

MINIMUM REINFORCEMENT AROUND CMU OPENINGS

OPENINGS 24" OR LESS IN EITHER

DIRECTION FOR STRUCTURAL

PARTITIONS & EXTERIOR WALLS AND

FOR ALL OPENINGS IN NON-

STRUCTURAL PARTITIONS.

OPENINGS WHICH EXCEEDS 24" BUT

NOT MORE THAN 48" IN EITHER

DIRECTION FOR STRUCTURAL

PARTITIONS & EXTERIOR WALLS.

OPENINGS WHICH EXCEED 48"

WIDTHS FOR STRUCTURAL

PARTITIONS & EXTERIOR WALLS.

NOTES:

1. TYPICAL WALL REINFORCING NOT SHOWN FOR CLARITY.

2. TYPICAL LINTEL/BOND BEAM BARS EQUAL 2-#5 @ 8" CMU.

3. VERTICAL JAMB REINF SHALL MATCH TYP WALL REINF.

4. TYPICAL BOND BEAMS NOT SHOWN FOR CLARITY.

5. ONLY SOLID BOTTOM LINTEL BLOCK UNITS WILL BE ALLOWED OVER

DOORS/WINDOWS.

ADDITIONAL VERT JAMB

BARS WHEN OPNG WIDTH

IS GREATER THAN 16"

#3@8" o.c.

180 DEGREE

HK. T & B

INTERSECTION

EXTERIOR WALL

INTERMEDIATE

BOND BEAMS AS

INDICATED ON

REINF

ELEVATIONS

OPNG'S

16" MIN FROM CONTROL JOINT (CJ)

CONTINUE HORZ BOND BEAM

REINF THROUGH CJ.

ROOF DIAPHRAGM BOND

BEAM W/ CONT BOND

BEAM REINF.

TOP OF PARAPET BOND

BEAM W/ CONT BOND

BEAM REINF.

DELETE

BOND BEAM

WHEN PIER

IS LESS

THAN 16" IN

WIDTH

LINTEL

REINF

#3 TIES

IN MORTAR

JOINTS (IN

ALL PIERS

LESS THAN

36" IN WIDTH).

FOUNDATION

DOWEL- MATCH

VERTICAL BAR SIZIE

AND SPACING

TYPICAL REINFORCED CMU DETAILS

PROVIDE REINF

@ ENDS OF ALL

WALLS

NOTE 4

PROVIDE CONT. PREFORMED

GASKET @ JOINT, INTERRUPT

GASKET @ REINF. SHOWN

VERT BARS (2 BARS @

8"o.c. EACH SIDE)

STANDARD

HOOKS TYP

TYPICAL CONTROL JOINT TYPICAL WALL PIER

TYPICAL WALL

REINFORCING

SEE WALL REINFORCING

ELEVATIONS

AND SECTIONS & DETAILS

NOTES;

1. PROVIDE STANDARD HOOK FOR ALL BOND BEAM REINF AT ENDS OR CORNERS OF WALLS. HOOK HORIZ

REINF AROUND VERT REINF.

2. PROVIDE CONTROL JOINT (CJ) SPACING AT NON-LOADBEARING CMU WALLS AT A DISTANCE EQUAL TO THE LESSER OF 25'-0" OR 1.5 TIMES THE WALL HEIGHT TYP UNO. CONTROL JOINTS NOT REQUIRED AT

LOAD-BEARING CMU WALLS, SEE S2011 SERIES DRAWING.

3. STOP HORZ JOINT REINF ON EITHER SIDE OF CJ.

4. PROVIDE 3/4"DIAMETER x 16" LONG SMOOTH DOWEL @ 24" O.C. AT CONTROL JOINTS, GREASE ONE END.

5. NON-LOAD BEARING CMU WALLS SHALL BE REINFORCED WITH #5@48" O.C. AND GROUTED AT

REINFORCED CELLS ONLY.

6. STOP INTERMEDIATE BOND BEAM REINF. @ C.J. PROVIDE STANDARD HOOK AROUND VERT. REINF.

7. ALL LOAD BEARING CMU WALLS SHALL BE GROUTED SOLID. SEE WALL ELEVATIONS ON S2011 SERIES

DRAWING FOR LOAD BEARING WALL REINFORCING.

PLAN VIEW

TYPICAL WALL REINF

VERTICAL REINF AT

CORNERS AND ENDS

OF ALL WALLS

BOND BEAM REINF

BOND BEAM REINF

BOND BEAM REINF

PROVIDE

STANDARD

HOOKS TYPICAL

LA

P

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PROVIDE STANDARD

HOOKS TYPICAL

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DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

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TYPICAL CMU DETAILS

NTSA3

BOND BEAM CORNER BARS AT CMU WALL

INTERSECTIONS

C.1

11" 8" 11"

2' - 6"

1'

0"

1' - 0"

GRADE

SEE CIVL

T/SLAB = 100' - 0"

CONT (3)#5

CONT (4)#4

#5@16"oc

ALT HK

TF EL =

SEE PLAN

2'

3"

DWL, MATCH SIZE &

SPA OF CMU REINF

8"

C.2 C.A C.B

INSULATION, SEE ARCH.

FOR UNDERSLAB INSULATION SEE ARCH.

#5@24"oc

7 5/8"

C.1

T/CMU EL =

SEE PLAN

C.2

CMU REINF

BOND BM (TYP)

CONT L3 1/2x3 1/2x1/4

W/ 5/8"Ø EXP

ANCHORS @ 16"oc

C.B

T/CMU EL =

SEE PLAN

CMU WALL, VERT REINF

NOT SHOWN FOR CLARITY

BOND BM (TYP) CONT BENT PL

3 1/2x3 1/2x1/4 W/ 5/8"Ø EXP ANCHORS @ 16"oc

CMU SOAP AS REQ'D

AT JOIST POCKET

3/16

EA

JST

1/8 3

1/8 3

PL5/8"x5"x10" W/ (2) 3/4"Øx9" LG HD STUDS

JOIST POCKET

JOIST BRG EL =

113'-9 3/4"

4"

1/ 2"

4"

C.A

BOND BM (TYP)

3/16

EACH

JST

1/8 3

1/8 3

PL5/8"x5"x10" W/ (2) 3/4"Øx9" LG HD STUDS

JOIST BRG

EL = 112'-0"

7"

3"

MIN

4"

CONT BENT PL 5"x1/4

1/

2"

4"

JST BRG

S.C

1' - 6"

8"

GRADE

SEE CIVL

1CONT (3)#4 T&B

CONT (2)#4 EF

#4@12"oc

FOR UNDERSLAB

INSULATION SEE ARCH

T/SLAB = 100' - 0"

SLAB REINF

S.11S.A S.1

WALL PANEL

BY PEMB MANF

CONN BY PEMB DESIGNER.

DESIGNER SHALL COORD &

CONSIDER THE CONCRETE REINF

WHEN DESIGNING THE CONNECTION.

B/FTG= 97' - 0"

S.C

8"

GRADE SEE CIVL

CONT WALL REINF

THRU PEDESTAL

PEDESTAL REINF

SEE SCHEDULE

FOR UNDERSLAB

INSULATION SEE ARCH

SLAB REINF

S.11S.A S.1WALL PANEL

BY PEMB MANF

COL & ANCHORAGE BY PEMB

DESIGNER. PROVIDE SLAB

HAIRPIN REINF AS REQUIRED

PER THE FINAL DESIGN.

CONN BY PEMB DESIGNER.

DESIGNER SHALL COORD &

CONSIDER THE COL BP,

ANCHORAGE, AND CONCRETE

REINF WHEN DESIGNING THE

CONNECTION.

TF EL =

SEE PLAN

T/SLAB = 100' - 0"

FTG REINF

SEE SCHEDULE

1'

0"

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NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

D E P A R T M E N T

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1/2" = 1'-0"

S1011

A1

SECTION

3/4" = 1'-0"

S1211

B1

SECTION

3/4" = 1'-0"

S1211

B2

SECTION

3/4" = 1'-0"

S1211

B3

SECTION

1/2" = 1'-0"

S1011

A2

SECTION

1/2" = 1'-0"

S1011

A3

SECTION

ARCHITECTURAL DIMENSIONING

UNLESS OTHERWISE NOTED ALL

EXTERIOR DIMENSION STRINGS ARE

TO THE FINISH FACE OF WALL

(EITHER FROM COLUMN CENTER

LINES OR OPENINGS IN WALL)

UNLESS OTHERWISE NOTED LOCATE

THE EDGE OF DOOR JAMBS 4 INCHES

OFF OF THE FINISHED FACE OF

ADJACENT GYPSUM BOARD

PARTITION AND 8" AT CMU PARTITION

UNLESS OTHERWISE NOTED ALL

DIMENSION STRINGS ARE TO THE

FINISH FACE OF WALL OR

PARTITION

4. DO NOT SCALE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.

5. TYPICALLY, DIMENSIONS ARE TO CENTER OF COLUMNS, FACES OF

FINISHED WALL OR PARTITION SURFACE OR TO EDGE OF OPENINGS.

6. COORDINATE DIMENSIONS INDICATED IN THESE DRAWINGS WITH

FABRICATION OF ALL SYSTEMS AND ASSEMBLIES. COORDINATE

DIMENSIONS INDICATED WITH ACTUAL FIELD CONDITIONS. REPORT ANY

INCONSISTENCIES TO THE CONTRACTING OFFICER PRIOR TO

PROCEEDING WITH WORK.

7. "NOM" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR

"NOMINAL" - MEANING THAT ACTUAL MANUFACTURED, ASSEMBLED FOR

INSTALLED DIMENSIONS MAY VARY SLIGHTLY FROM WHAT IS INDICATED.

8. "EQ" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR "EQUAL"

- MEANING THAT THE DIMENSIONS ON A STRING ARE INTENDED TO BE OF

EQUAL LENGTH.

9. " +/- " OR "VERIFY" AS USED IN THESE DOCUMENTS MEANS THAT FOR

EXISTING CONDITIONS THE DIMENSIONS MUST BE VERIFIED IN THE FIELD

BY THE CONTRACTOR AND FOR NEW CONDITIONS THE ACTUAL

DIMENSION AS CONSTRUCTED MAY BE ADJUSTED SLIGHTLY TO

ACCOMMODATE OTHER FACTORS.

10. "MIN" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR

"MINIMUM" - MEANING THAT THE CONDITION IS SLIGHTLY ADJUSTABLE

BUT MAY NOT VARY TO A DIMENSION OR QUALITY LESSER THAN THAT

INDICATED.

11. "MAX" AS USED IN THESE DOCUMENTS IS THE ABBREVIATION FOR

"MAXIMUM" - MEANING THAT THE CONDITION IS SLIGHTLY ADJUSTABLE

BUT MAY NOT VARY TO A DIMENSION OR QUALITY GREATER THAN THAT

INDICATED.

12. "CLEAR" AS USED IN THESE DOCUMENTS MUST MEAN THAT THE

DIMENSION IS NOT ADJUSTABLE WITHOUT THE WRITTEN APPROVAL OF

THE CONTRACTING OFFICER OR ENGINEER. CLEAR DIMENSIONS ARE

TYPICALLY TO FINISH FACE.

13. "ALIGN" AS USED IN THESE DOCUMENTS MUST MEAN TO ACCURATELY

LOCATE THE FINISHED FACES TO BE IN THE SAME PLANE.

14. ROUGH OPENING ("RO") DIMENSIONS SHOWN ON THESE DRAWINGS ARE

NOMINAL OR MODULAR DIMENSIONS. ACTUAL DIMENSIONS MAY VARY

DEPENDING ON THE TYPE OF BUILDING ELEMENT BEING DIMENSIONED.

1.

2.

3.

ARCHITECTURAL ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

ACP ACOUSTICAL CEILING PANEL

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APC ACOUSTICAL PANEL CEILING

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION AND AIR

CONDITIONING ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

AV AUDIO VISUAL

AWP ACOUSTIC WALL PANEL

BD BOARD

BLDG BUILDING

BOT BOTTOM

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

DIA DIAMETER

DWG DRAWING

E EAST

EA EACH

EL ELEVATION

ELEC ELECTRIC OR ELECTRICAL

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

EXTG EXISTING

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURES AND

EQUIPMENT

FIN FINISH

FLR FLOOR

GA GAGE OR GAUGE

GALV GALVANIZED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GYP GYPSUM

HT HEIGHT

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

IT INFORMATION TECHNOLOGY

JAN JANITOR

LAM LAMINATE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

N/A NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

OA OVERALL

OC ON CENTER

OH OPPOSITE HAND

OPP OPPOSITE

PLAM PLASTIC LAMINATE

PTD PAINTED

RCP REFLECTED CEILING PLAN

REF REFERENCE

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SIM SIMILAR

SPEC SPECIFICATION(S)

SQ SQUARE

SF SQUARE FOOT

STC SOUND TRANSMISSION CLASS

STL STEEL

STOR STORAGE

T TREAD

TELECOM TELECOMMUNICATIONS

THK THICK OR THICKNESS

TBD TO BE DETERMINED

TOS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

VIF VERIFY IN FIELD

WD WOOD

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

YD YARDS

MATERIAL LEGEND

STEEL

THERMAL

INSULATION

(BATT)

THERMAL

INSULATION

(RIGID)

GYPSUM BOARD

CONCRETE

EARTH

GRANULAR FILL

ACOUSTICAL

PANEL CEILING

WOOD ROUGH

CMU

WOOD BLOCKING,

SHIM

PARTICLEBOARD

OR PLYWOOD

GLASS

CARPET

SOLID SURFACE

MATERIAL

1. IF AT ANY TIME THE CONTRACTOR DISCOVERS A CONDITION WHICH

CONFLICTS WITH THE DRAWINGS AND/OR SPECIFICATION OF THIS

PROJECT OF IF THE CONTRATOR DISCOVERS AN UNCLEAR OR

LISLEADING DIRECTIVE IN THESE DOCUMENTS, THE CONTRACTOR SHALL

IMMEDIATELY BRING THE ISSUE TO THE ATTENTION OF THE

CONTRACTING OFFICER REPRESENTATIVE.

2. REFER TO STRUCTURAL FOR LOAD BEARING WALLS, COLUMN SIZE, AND

FOUNDATION INFORMATION.

3. COORDINATE ALL PARTITION / WALL MOUNTED EQUIPMENT NOT

INDICATED ON THE DRAWINGS WITH THE CONTRACTING OFFICER PRIOR

TO INSTALLATION.

4. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL

NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE

INDICATED, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE

PROJECT.

5. EQUIPMENT LOCATIONS INDICATED ON ARCHITECTURAL DRAWINGS ARE

FOR REFERENCE ONLY. COORDINATE EQUIPMENT LOCATIONS WITH

UTILITIES INDICATED ON CIVIL, MECHANICAL, PLUMBING, FIRE

PROTECTION, ELECTRICAL, AND INTERIORS DRAWINGS.

6. WHILE CARE HAS BEEN TAKEN TO COORDINATE MECHANICAL AND

ELECTRICAL PENETRATIONS WITH ARCHITECTURAL WORK, CONTRACTOR

IS RESPONSIBLE FOR FRAMING MODIFICATIONS AND PATCHING

REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR THE

GENERAL INTENDED LAYOUTS OF MECHANICAL, ELECTRICAL, CABLE

TRAY, FIRE SUPPRESSION SYSTEMS AS THEY OCCUR WITHIN THE FINISH

CEILING SYSTEM.

8. PROTECT INSTALLED FLOOR FINISHES FROM DIRECT CONTACT BY MEANS

OF COVERING FOR DURATION OF CONSTRUCTION.

ARCHITECTURAL GENERAL NOTES ARCHITECTURAL SYMBOLS

EXTERIOR WINDOW / LOUVER TAG

DOOR TAG

PARTITION TYPE TAG

(FIRST DIGIT INDICATES HOURLY FIRE RATING)

1A

TOILET ACCESSORY DESIGNATION

W1

(SD)

F

RAT

FACP

FSA

K

REFER TO FIRE ALARM LEGEND, F0011

APPLICABLE CODES AND STANDARDS

REFERENCED CODES AND STANDARDS

THE PROJECT WILL COMPLY WITH ALL FEDERAL REQUIREMENTS INCLUDING,

BUT NOT LIMITED TO, THE FOLLOWING:

• UFC 3-101-01, ARCHITECTURE

• UFC 3-110-03, ROOFING

• UFC 3-120-01, DESIGN: SIGN STANDARDS

• UFC 3-120-10, INTERIOR DESIGN

• UFC 3-190-06, PROTECTIVE COATINGS AND PAINTS

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

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

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SEAL

501 North Broadway Saint Louis, MO 63102

(314) 335-4000

M

ID

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DRAWFORM REVISION: 31 JANUARY 2017

PW DRAWING NO. PW7534

11/21/2019

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O N

NONE

F

FACP

K

RAT

F

A2011

C1

A2011

C4

A2011

B1

A2011

B4

OPEN OFFICE

O-101

KITCHENETTE

O-102

MEN

O-104

WOMEN

O-105

UTILITY

O-106

CONFERENCE

O-108

C.A

C.B

C.1 C.2

CORRIDOR

O-103

47' - 4"

4'

8"

M .O

4'

0"

M .O

4'

0" 4'

0"

A4011 A3

A4

A1

A4011 B1

O -1

O -1

O -1

O -1

5'

5" 9'

2"

TELECOM

O-109

2' - 7" 5' - 2" 17' - 6"

7' - 2" 1' - 2" 7' - 2" 6' - 9"

O -1

O-106

A4011 B3

M.O.

3' - 4" 1' - 4"

M.O.

6' - 0" 14' - 0"

M.O.

4' - 0" 7' - 4"

A L

IG

N

0A0A

0A

0A

0D0C

0D

0A

0A

0D

0A

3'

0"

(US)

9' - 11"

0E0E

1' - 0"

4' - 0"

6"

1' - 0"

A1

A3011

A3

A3011

B2

A4011B1 B2

FSA

OPP

HAND

A2021

D1

A2021

C1

A2021

B1

A2021

C3

A1

A5021

S.1 S.2 S.3 S.4 S.5 S.6 S.7 S.8 S.9 S.10 S.11

S.A

S.C

STORAGE

S-101

FIRE RISER

S-104

LOCKABLE STOR

S-103

S.B

S-102c

S -1 b

S-102b S-101c S-101d S-101e S-101f

S -1 a S-102d S-102e

S -1 a

S -1

4' - 3" 18' - 9" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 18' - 3" 12' - 0" 8' - 3" 10' - 0" 6' - 3"

3' - 2"

A4011

B4

3" 10' - 6"

7'

0"

9 12

3'

1/

8"

4" TYP.

16' - 0" TYP.

4" TYP.

1'

6"

5'

5" 4"

T Y

P

T Y

P

TYPICAL

EQ EQ

A5111

B1 10' - 0" 9' - 3" 10' - 0" 7' - 9"

OPTION SCOPE:

SHADED AREA DENOTES OPTION SCOPE AND INCLUDES

ASPECTS OF ARCHITECTURE, STRUCTURE, BUILDING

SYSTEMS, AND FINISHES BETWEEN GRIDLINE S.9 AND S.11.

DRAWINGS SHOW FINAL INTENT IF OPTION SCOPE IS

TAKEN. BASE BID DOES NOT INCLUDE OPTION SCOPE.

B1

A3011

C1

A3011

TYP.

TYP

84' - 0" 2' - 1"

O P T I O N S C O P E

TYP

1' - 6"

S -1 g

1'

0"

A

LI

G N

FINISH FACE

10 1/2" TO EXTERIOR

STORAGE

S-102

FACE, IF OPTION IS TAKEN

10 1/2" TO EXTERIOR FINISH

FINISH FACE

10 1/2" TO EXTERIOR

F

IN

IS

H

F A

C E

/2

T O

E X

T E

R

IO

R F

IN

IS

H F

A C

E

/2

T

O E

X T

E R

IO

R

160' - 10 1/2" 39' - 1 1/2"

13 13

1' - 0"

3'

6"

FLOOR PLAN KEYNOTES

FLOOR PLAN GENERAL NOTES

1. ALL INTERIOR GYSPUM BOARD FURRING OVER CMU WALLS ARE

TYPE '0B' UNLESS OTHERWISE NOTED. REFER TO SHEET A7011 FOR

PARTITION TYPES.

1/4" = 1'-0"

2' 4' 8' 12'

C

B

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N62473-18-D-5801

1596603

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

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

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N O R

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LK

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IA

N A

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

S

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(P

SEAL

501 North Broadway Saint Louis, MO 63102

(314) 335-4000

M

ID

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N T C I C O R E

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FIRE PROTECTION

DRAWFORM REVISION: 31 JANUARY 2017

GRAPHIC SCALE

PW DRAWING NO. PW7534

11/21/2019

As indicated

:0 :5

P M

A1011

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O O R

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LA

N S

1/4" = 1'-0"A1

OPERATIONS BUILDING FLOOR PLAN

1/8" = 1'-0"C1

STORAGE BUILDING FLOOR PLAN

1/8" = 1'-0"

24'4' 8' 16'N

N

20 MONITOR AND WALL BRACKET (GFGI) IN RECESSED WALL OPENING -

REFER TO D1/A4121 FOR MOUNTING AND BLOCKING DETAIL

21 **OPTION** IF OPTION SCOPE IS TAKEN EXPAND BUILDING AS SHOWN, TO

INCLUDE OPTION SCOPE. BUILDING TO EXPAND WEST FROM GRIDLINE

S.9 TO S.11. BASE BID DOES NOT INCLUDE OPTION SCOPE AREA

22 **OPTION** IF OPTION SCOPE IS TAKEN PROVIDE MAN DOOR WITH

EGRESS HARDWARE

23 **OPTION** IF OPTION SCOPE IS TAKEN, PROTECTION RAIL TO MAINTAIN

RELATIONSHIP AND LOCATION ALONG WEST WALL AT GRID LINE S.11

24 **OPTION** IF OPTION SCOPE IS TAKEN, STRUCTURE OF EAST WALL,

INCLUDING BUT NOT LIMITED TO COLUMNS AND BRACING, WILL SHIFT

FROM GRID LINE S.9 TO S.11 AS SHOWN. REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

25 **OPTION** IF OPTION SCOPE IS TAKEN, ADD NEW OVERHEAD COILING

DOOR

1 EXTERIOR BOLLARD - REFER TO B5 / A5111

2 END GUARD LOCATION - REFER TO D5/A7011

3 FIRE EXTINGUISHER CABINET (FIRE EXTINGUISHER IS GFGI) - REFER TO

C1/A4111

5 MOP SINK - REFER TO PLUMBING AND A1 / A4111

7 48" X 36" SURFACE WALK-OFF MAT (GFGI)

8 FLOOR DRAIN / CLEAN-OUT, SLOPE FLOOR TO DRAIN - REFER TO

PLUMBING DRAWINGS

9 METAL LINER PANEL TO 10'-0" AFF (TYPICAL ALL SIDES)

10 PAINTED STRIPING 'SAFETY YELLOW'

11 GROMMET IN COUNTERTOP - REFER TO D5 / A4111, COORDINATE

LOCATION WITH EQUIPMENT

12 PROTECTION RAIL - REFER TO A3 / A4121

13 BRACE FRAME - REFER TO STRUCTURAL

14 PAPER TOWEL DISPENSER (T-H) - REFER TO D1 / A4011

15 FIRE DEPARTMENT LOCK BOX

16 MULTI-FUNCTION COPIER - SHOWN FOR REFERENCE ONLY

17 MECHANICAL EQUIPMENT

18 PLASTIC PANEL

19 HOSE BIB - REFER TO PLUMBING

X.A

X.B

X.1 X.2 X.3

STEEL COLUMN

1' - 0" 1' - 0"1' - 0" 1' - 0"

LINE OF CANOPY OVERHEAD

A5111

B1

40' - 0"

NOTE:

REFER TO STRUCTURAL FOR ADDITIONAL DIMENSIONS

A4

A5021

OUTLET TO SPLASHBLOCK -

DRAIN TO THE WEST

DOWNSPOUT ATTACHED TO

POST / COLUMN SUPPORT

DOWNSPOUT ELBOW TO GUTTER SHOWN DASHED

X.A

X.B

X.1 X.2 X.3

S

LO

P E

: 1

METAL ROOFING PANEL (MRP-2)

A4

A5021

GUTTERDOWNSPOUT TO SPLASHBLOCK

10"

X.A

X.B

X.1 X.2 X.3

NOTE:

MINIMUM CLEAR HEIGHT 12' - 0" ABOVE GRADE

A1021

C4

STEEL PIPE GUARDRAIL - REFER TO STRUCTURAL

CONCRETE LOADING RAMP AND CURB -

REFER TO STRUCTURAL

CONCRETE LANDING PAD - REFER TO STRUCTURAL

LEVELER

A3

A1021

VARIES + 4' - 0"

ALIGN

A

LI

G N

3/8" SIDE OF PIT TO

SIDE OF BUMPER

6" PROJECTION

2'-0"

(2) LAMINATED

BUMPERS PER

OPENING

3/4" DIAMETER

EXPANSION

ANCHOR BOLTS -

(2) THUS

11"

GRADE

TRUCK RESTRAINT

DOCK BUMPER

(TYP EA SIDE) -

REFER TO C5/A1021

GUARDRAIL - REFER

TO STRUCTURAL

SAFETY CHAIN

7' - 0"

8'

0"

3' - 6"

8' - 0"

OF DOCK

NOTE: DOCK LEVELER NOT

INDICATED FOR CLARITY

DOCK BUMPER

(TYP EA SIDE) -

REFER TO C5 / A1021

NOTE: VERIFY ALL DIMENSIONS WITH

DOCK LEVELER MANUFACTURER

PRIOR TO CONSTRUCTION

S

LO

P E

TRUCK RESTRAINT

B4

A1021

CURB AND GUARDRAIL

WHERE OCCURS

CANOPY EXTERIOR FINISH SCHEDULE

3'

6"

EQ EQ

MAX4' - 0" OC,

NOTE: ALL STEEL PIPE

RAILING AND GUARDRAILS

SHALL BE SHOP PRIMED

AND FIELD PAINTED

PROVIDE NON-SLIP NOSING AT TREAD, TYPICAL

GUARDRAIL, REFER TO STRUCTURAL

CONCRETE STAIR AND LANDING AT RAMP,

REFER TO STRUCTURAL

CONCRETE STOOP AT RAMP STAIR,

REFER TO STRUCTURAL

1 1/2" DIAMETER GALV PIPE HANDRAIL

1' - 0"

2'

1' - 6"

B5

A1021

BOLLARD - REFER TO B5 / A5111

5/8" STEEL BAR PICKETS @ 4" O.C.

1 1/2" OUTSIDE DIAMETER

CONTINUOUS ALUMINUM PIPE

HANDRAIL

SCHEDULE 40 STEEL, TOP PIPE RAIL

SCHEDULE 80 STEEL PIPE POST

NOTE:

ALL STEEL PIPE RAILING AND

GUARDRAILS SHALL BE SHOP

PRIMED AND FIELD PAINTED

ALUMINUM BRACKET BOLTED

TO STEEL POST

MIN.

1 1/2"

3"

2'

0"

0 6" 1'

3" = 1'-0"

3"

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

D E P A R T M E N T

O F

T H E

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F A C

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CRANE ARMY AMMO ACTIVITY

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(P

SEAL

501 North Broadway Saint Louis, MO 63102

(314) 335-4000

M

ID

LA

N T C I C O R E

A

C

B

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A

DATE

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AV

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AC

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FIRE PROTECTION

DRAWFORM REVISION: 31 JANUARY 2017

PW DRAWING NO. PW7534

11/21/2019

As indicated

:0 :5

P M

A1021

AR

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AM

P

1/4" = 1'-0"A1

CANOPY FLOOR PLAN

1/4" = 1'-0"D1

CANOPY ROOF PLAN

1/4" = 1'-0"B1

CANOPY REFLECTED CEILING PLAN

N

N

N

1/8" = 1'-0"B3

LOADING RAMP PLAN

1/2" = 1'-0"

1' 2' 4' 6'

3" = 1'-0"C5

BUMPER DETAIL

1/2" = 1'-0"B4

LOADING RAMP ELEVATION

1/2" = 1'-0"

A1021

C4

DOCK LEVELER PLAN

A1021

A1021

N

1/4" = 1'-0"

2' 4' 8' 12'

1/8" = 1'-0"

24'4' 8' 16'

GRAPHIC SCALE

1/4" = 1'-0"

A1021

A3

SECTION AT LOADING RAMP

PRODUCT FINISH COLOR

STANDING SEAM METAL ROOF (MRP-2) PREFINISHED METALSPAN, FLUROPON COATING POLAR

WHITE 431R813

BOLLARD PAINT SAFETY YELLOW

STEEL COLUMNS PAINT SHERWIN WILLIAMS, INTELLECTUAL GRAY,

SW7045

1 1/2" = 1'-0"

A1021

DETAIL AT HANDRAIL

P

S P

S P

S P

S

P CO

S P

S P

M

S P

CO

C.A

C.B

C.1 C.2

UTILITY

O-106

WOMEN

O-105

MEN

O-104

KITCHENETTE

O-102

OPEN OFFICE

O-101

CONFERENCE

O-108

CORRIDOR

O-103

TELECOM

O-109

D5

A4121

REFLECTED CEILING PLAN KEYNOTES

REFLECTED CEILING PLAN LEGEND

ACOUSTICAL PANEL CEILING (ACP)

GYPSUM BOARD CEILING

WALL MOUNT FIRE ALARM - STROBE / SPEAKER

FIRE ALARM - STROBE / SPEAKER

FIRE ALARM - STROBE

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

LIGHTING FIXTURES, REFER TO ELECTRICAL

OCCUPANCY SENSOR, CEILING MOUNTED, MULTI-

DIRECTIONAL

EXIT SIGN (ARROW INDICATES DIRECTIONAL SIGN, DARKEN

AREA DENOTES LIGHTED FACE)

SMOKE DETECTOR

CARBON MONOXIDE DETECTOR

JUNCTION BOX

CO

J

REFLECTED CEILING PLAN GENERAL NOTES

1. THE CEILINGS MUST BE INSTALLED IN CONSIDERATION OF SEISMIC

DESIGN CATEGORY "C".

2. REFER TO PLUMBING, MECHANICAL, ELECTRICAL, FIRE SUPPRESSION,

FIRE ALARM AND TELECOMMUNICATION DRAWINGS FOR ALL VENTS,

SPRINKLER HEADS, GRILLES, REGISTERS, DIFFUSERS, DUCTS, LIGHTS,

DETECTORS, ETC AND COORDINATE SAME AS REQUIRED.

3. COORDINATE ALL STRUCTURAL, PLUMBING, MECHANICAL, FIRE

SUPPRESSION, AND ELECTRICAL WORK WITH CEILING HEIGHTS AND

ARCHITECTURAL WORK. WHERE CONFLICTS IN DEVICES OCCUR,

COORDINATE FINAL LOCATIONS WITH CONTRACTING OFFICER.

4. EXTEND ALL PARTITIONS TO BOTTOM OF ROOF DECK (TYPICAL) UNLESS

OTHERWISE NOTED.

5. REFER TO ROOM FINISH SCHEDULE ON A6011 FOR CEILING MATERIALS,

FINISHES, AND HEIGHTS.

6. ALL CEILING MOUNTED OR RECESSED ITEMS SHOWN OR NOT, ON

REFLECTED CEILING PLANS, SUCH AS SPRINKLER HEADS, SPEAKER,

GRILLES, LIGHTS, ETC. MUST BE CENTERED IN THE LAY-IN PANELS. AT

GYPSUM BOARD CEILINGS, INSTALL IN A CONSISTENT PATTERN.

7. NOTIFY CONTRACTING OFFICER OF ALL ITEMS NOT SHOWN ON

REFLECTED CEILING PLAN AND LOCATE PER CONTRACTING OFFICER

DIRECTION.

8. IF MECHANICAL / ELECTRICAL / PLUMBING REQUIRE AN ACCESS PANEL IN

A GYPSUM BOARD CEILING, COORDINATE LOCATION WITH CONTRACTING

OFFICER.

9. GRID LAYOUT AND LOCATION OF LIGHT FIXTURES AND DIFFUSERS ON

THE ARCHITECTURAL REFLECTED CEILING PLANS GOVERN OVER

ELECTRICAL AND MECHANICAL DRAWINGS. WHERE NO REFLECTED

CEILING PLAN IS INCLUDED IN THE ARCHITECTURAL SERIES, INDIVIDUAL

DISCIPLINE DOCUMENTS WILL HAVE GOVERNANCE.

10. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPE AND

SIZE.

11. ALL CEILING PENETRATIONS MUST BE TREATED AS PERIMETER

CLOSURES AND MUST ALLOW A MINIMUM OF 3/8" CLEARANCE BY USE OF

SUITABLE ESCUTCHEONS OR CLOSURE DETAILS.

ROOMS WHICH DO NOT HAVE NOTED STARTING POINT(S)

OR DIMENSIONS ON REFLECTED CEILING PLANS SHALL BE

SIMILAR TO LAYOUTS A, C, OR D.

LAYOUTS SHOWN ARE INTENDED TO BE DIAGRAMMATIC

AND CAN BE APPLIED TO LARGER OR SMALLER ROOMS AND

TO DIFFERENT PANEL SIZES AND TYPES.

NOTES:

ASYMMETRICAL ROOM

ON TWO AXES

A TYPICAL ROOM WITH

SYMMETRICAL PANELS

B

TYPICAL 24" x 24" CEILING PANELS

ROOM WITH SPECIFIC

LOCATION OF GRID

ASYMMETRICAL ROOM

ON ONE AXIS

C D

TYPICAL 24" x 24" CEILING PANELS

1.

2.

STABILIZER BARS AT

UNRESTRAINED CEILINGS

FULL PANEL EXCESS

E X

C E

S S

F U

LL

P

A N

E

LS

F U

LL

P

A N

E

LS

EQUAL EQUAL

CUT AS

DIRECTED

C U

T A

S D

IR

E

C T

E D

E Q

U A

L F

U

LL

P A

N E

LS

E

Q U

A L

EQUAL FULL EQUAL

1/4" = 1'-0"

2' 4' 8' 12'

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

PM/DM BHD/PJB

BRANCH MANAGER

CHIEF ENG/ARCH EA

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

A/E INFO

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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E N G

IN

E E R

IN

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C O M M A N D

N

AV

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ST

AT

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N

N O R

FO

LK

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C R

AN

E, IN

D

IA

N A

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

S

YM

D E S C R

IP

TI

O N

D

AT

E

AP

P R

C

AA

A

EX

P

LO

S

IV

E R

AI

LC

AR

H O

LD

IN

G

YA

R D

(P

SEAL

501 North Broadway Saint Louis, MO 63102

(314) 335-4000

M

ID

LA

N T C I C O R E

A

C

B

D

A

DATE

N

AV

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S U P P O R T

AC

TI

VI

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C R

AN

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FIRE PROTECTION

DRAWFORM REVISION: 31 JANUARY 2017

GRAPHIC SCALE

PW DRAWING NO. PW7534

11/21/2019

As indicated

:0 :5

P M

A1111

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1/4" = 1'-0"A1

OPERATIONS BUILDING REFLECTED CEILING PLAN

31 EXPOSED TO STRUCTURE ABOVE, TYPICAL

32 GUTTER

34 LIGHT COVE

59 DOWNSPOUT

ROOF PLAN KEYNOTES

S.1 S.2 S.3 S.4 S.5 S.6 S.7 S.8 S.9 S.10 S.11

S.A

S.C

S.B

S

LO

P E

: 1

200' - 0"

B1

A3011

C1

A3011

OPTION SCOPE:

SHADED AREA DENOTES OPTION SCOPE AND INCLUDES

ASPECTS OF ARCHITECTURE, STRUCTURE, BUILDING

SYSTEMS, AND FINISHES BETWEEN GRIDLINE S.9 AND S.11.

DRAWINGS SHOW FINAL INTENT IF OPTION SCOPE IS

TAKEN. BASE BID DOES NOT INCLUDE OPTION SCOPE.

O P T I O N S C O P E

2'

0"

2' - 0" 2' - 0"

5859 59 59 59 5960

C.A

C.B

C…