Rev 2 Attach-2 E-M. STRC Adend 2.pdf

24 2325 22 2126

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24.5 21.5

S6

S1

S4

S6

S E

A

S

-1 B

S-201

E1

S6

M A

T C

H L

IN

E 20'-0" 22'-0" 22'-0" 22'-0" 22'-0"

11'-10 1/2" 10'-1 1/2" 11'-10 1/2" 10'-1 1/2"

S11

S11

S11

S11

S6

S6

S6

S6

S6

S14

S14

S14

S6

F.5

K.4

S2

S5 S5S5

S11

S12

(TYP.)

CU-1

(450 LBS)

S26

DOAS-1

(3500 LBS)

S26

CU-2

(400 LBS)

S26

S-201

A1

S4

DCU-1

(100 LBS)

S26

S38

S38

S39

S40 S40

C2C2

S25

S3

S3

ABOVE

DOOR

S3

ABOVE

DOOR

S3 S3 S3

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS

NOTED OTHERWISE.

4. CMU WALLS SHALL BE 8" THICK AND HAVE #4 @ 48" O.C.

VERTICAL REINFORCEMENT (GROUT CELLS WITH

REINFORCEMENT ONLY) AND BOND BEAMS WITH (2)-#5

HORIZONTAL BARS AT TOP OF WALL. SEE FOR

TYP. CMU WALL SCHEMATIC.

5. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR

FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION

LOCATIONS AND REQUIREMENTS.

6. SEE CIVIL FOR EXTERIOR BOLLARDS.

7. SEE S-102X SHEETS FOR EXISTING SLAB ON GRADE PLANS.

8. EXISTING LATERAL BRACING IS NOT TO BE DAMAGED, CUT,

OR MODIFIED. NOTIFY EOR OF ANY CONFLICTS OF NEW

CONSTRUCTION WITH EXISTING LATERAL BRACING FOR

REVIEW.

9. COORDINATE ALL NEW DUCT/PIPING PENETRATIONS AND

EXIST. OPENINGS (TO BE INFILLED) WITH MECHANICAL DWG.

10. LOCATION AND DIMENSION OF EXIST. OPENINGS TO BE

VERIFIED IN FIELD PRIOR TO DEMO./CONSTRUCTION

/D1 S-401

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE SHEET NOTE 4

OPENING IN EXISTING CMU WALL

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL

OPNG IN EXISTING METAL STUD WALL

PRECAST WALL INFILL

EXISTING WALL TO REMAIN

(CMU, PRECAST, OR MTL. STUD)

PRECAST LINTEL OVER CMU OPENING

EXISTING BRACING

SHEET LEGEND

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

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Y

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SHEET NOTES

KEYNOTES#

F L O

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A A

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A T

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A L G

U A

R D

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C K

S O

N V

IL

L E

A N

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L O

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A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

G

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E R

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A R

C H

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E

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A A

E N

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IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

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N G

F -3 c o n v e rs io n H a n g a r/

F

L A

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H a n g a r_

S T

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/3

/2

:1

:1

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S-101A

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P L A

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A R

E A

A th

F

IG

H T

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W

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G J A

C K

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L E

F

L

R N

S P

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

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T

A L

IS

S

U E

F O

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O N

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C T

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M A

SCALE: 1/8" = 1'-0"A1

PARTIAL FOUNDATION PLAN - AREA A

SCALE:

0 4' 8' 12'

1/8" = 1'-0"

COLUMN SCHEDULE

COLUMN

MARK

COLUMN SIZE COMMENTS

C1 HSS 6x6x3/8 FOR TELECOM SENSOR - SEE A8/S-301

C2 HSS 6x6x1/4 PRECAST REINFORCEMENT - SEE S-302

KEY #: KEYNOTE DESCRIPTION

S1 NEW OPENING IN EXISTING PRECAST WALL - SEE

ELEVATIONS ON SHEET S-201

S2 ENLARGE EXISTING OPENING IN PRECAST WALL;

SAWCUT EXISTING PRECAST ON ONE SIDE AND

BELOW EXISTING OPNG ONLY (TOP OF NEW OPNG =

TOP OF EXISTING OPNG = (+)10'-2" F.V.)

S3 PRECAST WALL INFILL W/ METAL STUDS AND

STUCCO VENEER TO MATCH EXISTING (SEE ARCH)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S6 NEW CMU PARTITION WALL, SEE NOTE 4

S7 ENLARGE EXISTING OPENING IN CMU WALL (SEE

A1/S-402)

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S12 EXISTING STEEL WF COLUMN

S14 PRECAST LINTEL OVER OPENING (SEE C6/S-401)

S25 F-35A AIRCRAFT (SHOWN FOR REFERENCE ONLY)

S26 NEW CONCRETE EQUIPMENT PAD SEE(C8/S-501 AND

CIVIL)

S38 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING CMU WALL - SEE MECHANICAL DRAWINGS

AND DETAILS ON S-401

S39 MECHANICAL LOUVER OPNG IN METAL STUD INFILL -

SEE MECHANICAL DRAWINGS

S40 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING PRECAST WALL - SEE MECHANICAL

DRAWINGS AND ELEVATIONS ON S-201

A

M E

N D

M E

N T

/0

/2

1 1 1

04/03/2024

20 19 18 17 16 15 14 1313.113.213.9 13.8 12 11 10

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S11

S5

S4

S4

22'-0" 22'-0" 22'-0" 22'-0" 11" 18'-0" 16'-8" 18'-0" 11" 22'-0"

F.5

K.4

S

M

T C

H L

IN

S

-1 A

S

T C

H L

S

-1 C

S11

S11

S11 S11

S11

S11

S5

S11

EXTERIOR RAMP,

SEE CIVIL

A1

S-301

S4

S4

S11

S11

(TYP.)

S5

S1

S17

S11

S11

S41

S17

S1C2 S-201

E5

S25

S5

C2

S3 S3 ABOVE

DOOR

S3

S5

S4

S5

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS

NOTED OTHERWISE.

4. CMU WALLS SHALL BE 8" THICK AND HAVE #4 @ 48" O.C.

VERTICAL REINFORCEMENT (GROUT CELLS WITH

REINFORCEMENT ONLY) AND BOND BEAMS WITH (2)-#5

HORIZONTAL BARS AT TOP OF WALL. SEE FOR

TYP. CMU WALL SCHEMATIC.

5. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR

FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION

LOCATIONS AND REQUIREMENTS.

6. SEE CIVIL FOR EXTERIOR BOLLARDS.

7. SEE S-102X SHEETS FOR EXISTING SLAB ON GRADE PLANS.

8. EXISTING LATERAL BRACING IS NOT TO BE DAMAGED, CUT,

OR MODIFIED. NOTIFY EOR OF ANY CONFLICTS OF NEW

CONSTRUCTION WITH EXISTING LATERAL BRACING FOR

REVIEW.

9. COORDINATE ALL NEW DUCT/PIPING PENETRATIONS AND

EXIST. OPENINGS (TO BE INFILLED) WITH MECHANICAL DWG.

10. LOCATION AND DIMENSION OF EXIST. OPENINGS TO BE

VERIFIED IN FIELD PRIOR TO DEMO./CONSTRUCTION

/D1 S-401

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE SHEET NOTE 4

OPENING IN EXISTING CMU WALL

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL

OPNG IN EXISTING METAL STUD WALL

PRECAST WALL INFILL

EXISTING WALL TO REMAIN

(CMU, PRECAST, OR MTL. STUD)

PRECAST LINTEL OVER CMU OPENING

EXISTING BRACING

SHEET LEGEND

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

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S U

B M

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A

D A

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R K

D E

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R

IP

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F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

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SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

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/3

/2

:1

:1

A

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S-101B

P A

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O U

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P L A

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A R

E A

B th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

S P

W H

O

C T

F -3

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E P

A

IR

H A

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A R

B

L D

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B -3

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B M

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F O

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O N

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C T

IO

N

M A

SCALE: 1/8" = 1'-0"A1

PARTIAL FOUNDATION PLAN - AREA B

COLUMN SCHEDULE

COLUMN

MARK

COLUMN SIZE COMMENTS

C1 HSS 6x6x3/8 FOR TELECOM SENSOR - SEE A8/S-301

C2 HSS 6x6x1/4 PRECAST REINFORCEMENT - SEE S-302

KEY #: KEYNOTE DESCRIPTION

S1 NEW OPENING IN EXISTING PRECAST WALL - SEE

ELEVATIONS ON SHEET S-201

S3 PRECAST WALL INFILL W/ METAL STUDS AND

STUCCO VENEER TO MATCH EXISTING (SEE ARCH)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S17 NEW OPENING IN EXISTING METAL STUD WALL - SEE

ARCH

S25 F-35A AIRCRAFT (SHOWN FOR REFERENCE ONLY)

S41 MECHANICAL LOUVER OPNG IN EXISTING PRECAST

PANEL - SEE MECHANICAL DRAWINGS

SCALE:

0 4' 8' 12'

1/8" = 1'-0"

A

M E

N D

M E

N T

/0

/2

10 9 8 7 6 5

C

D

E

F

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22'-0" 22'-0" 22'-0" 22'-0" 22'-0"

F.5

5.5

K.4

S

T C

H L

S

-1 B

S

T C

H L

S

-1 D

S11

S11

S11

S11

S11

S11

S5

CU-5

(850 LBS)

S26

S-201

E1

(SIM.)

S2 S41 S40 C2C2

S25

S4

NEW OPENING FOR DUCT,

COORDINATE w/ MECH.

REFER DET. /D1 S-401

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS

NOTED OTHERWISE.

4. CMU WALLS SHALL BE 8" THICK AND HAVE #4 @ 48" O.C.

VERTICAL REINFORCEMENT (GROUT CELLS WITH

REINFORCEMENT ONLY) AND BOND BEAMS WITH (2)-#5

HORIZONTAL BARS AT TOP OF WALL. SEE FOR

TYP. CMU WALL SCHEMATIC.

5. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR

FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION

LOCATIONS AND REQUIREMENTS.

6. SEE CIVIL FOR EXTERIOR BOLLARDS.

7. SEE S-102X SHEETS FOR EXISTING SLAB ON GRADE PLANS.

8. EXISTING LATERAL BRACING IS NOT TO BE DAMAGED, CUT,

OR MODIFIED. NOTIFY EOR OF ANY CONFLICTS OF NEW

CONSTRUCTION WITH EXISTING LATERAL BRACING FOR

REVIEW.

9. COORDINATE ALL NEW DUCT/PIPING PENETRATIONS AND

EXIST. OPENINGS (TO BE INFILLED) WITH MECHANICAL DWG.

10. LOCATION AND DIMENSION OF EXIST. OPENINGS TO BE

VERIFIED IN FIELD PRIOR TO DEMO./CONSTRUCTION

/D1 S-401

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE SHEET NOTE 4

OPENING IN EXISTING CMU WALL

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL

OPNG IN EXISTING METAL STUD WALL

PRECAST WALL INFILL

EXISTING WALL TO REMAIN

(CMU, PRECAST, OR MTL. STUD)

PRECAST LINTEL OVER CMU OPENING

EXISTING BRACING

SHEET LEGEND

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

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C H

E C

K E

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A N

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1 3 5 7 9

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A

D A

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R K

D E

S C

R

IP

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F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

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H a n g a r_

S T

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/3

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M

S-101C

P A

R T

IA

L F

O U

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P L A

N

A R

E A

C th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

S P

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

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O N

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C T

IO

N

M A

SCALE: 1/8" = 1'-0"A1

PARTIAL FOUNDATION PLAN - AREA C

SCALE:

0 4' 8' 12'

1/8" = 1'-0"

KEY #: KEYNOTE DESCRIPTION

S2 ENLARGE EXISTING OPENING IN PRECAST WALL;

SAWCUT EXISTING PRECAST ON ONE SIDE AND

BELOW EXISTING OPNG ONLY (TOP OF NEW OPNG =

TOP OF EXISTING OPNG = (+)10'-2" F.V.)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S25 F-35A AIRCRAFT (SHOWN FOR REFERENCE ONLY)

S26 NEW CONCRETE EQUIPMENT PAD SEE(C8/S-501 AND

CIVIL)

S40 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING PRECAST WALL - SEE MECHANICAL

DRAWINGS AND ELEVATIONS ON S-201

S41 MECHANICAL LOUVER OPNG IN EXISTING PRECAST

PANEL - SEE MECHANICAL DRAWINGS

COLUMN SCHEDULE

COLUMN

MARK

COLUMN SIZE COMMENTS

C1 HSS 6x6x3/8 FOR TELECOM SENSOR - SEE A8/S-301

C2 HSS 6x6x1/4 PRECAST REINFORCEMENT - SEE S-302

A

M E

N D

M E

N T

/0

/2

5 4 3 2 1

C

D

E

F

G

H

J

K

L

02.2 1.9 0.9

S5 S5 S5

C1

22'-0" 22'-0" 22'-0" 20'-0" 24'-6"

F.5

K.4

S

T C

H L

S

-1 C

22'-0"

S26

S5

DOAS 2

(3500 LBS) CU-6

(750 LBS)

S26

S1

S11

S11

S11

S11

S11

S11

S26

S11

S-201

A7

S40

S38

S38

S38 S38

S26 S26

DCU

(100 LBS.)

DCU

(100 LBS.)

DCU

(100 LBS.)

C2

C2

S25

S4

S3

C2

C2

S2

M

IN

S-302

A1

(SIM.)

SEE

ARCH.

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS

NOTED OTHERWISE.

4. CMU WALLS SHALL BE 8" THICK AND HAVE #4 @ 48" O.C.

VERTICAL REINFORCEMENT (GROUT CELLS WITH

REINFORCEMENT ONLY) AND BOND BEAMS WITH (2)-#5

HORIZONTAL BARS AT TOP OF WALL. SEE FOR

TYP. CMU WALL SCHEMATIC.

5. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR

FLOOR DRAIN AND SLAB-ON-GRADE DEPRESSION

LOCATIONS AND REQUIREMENTS.

6. SEE CIVIL FOR EXTERIOR BOLLARDS.

7. SEE S-102X SHEETS FOR EXISTING SLAB ON GRADE PLANS.

8. EXISTING LATERAL BRACING IS NOT TO BE DAMAGED, CUT,

OR MODIFIED. NOTIFY EOR OF ANY CONFLICTS OF NEW

CONSTRUCTION WITH EXISTING LATERAL BRACING FOR

REVIEW.

9. COORDINATE ALL NEW DUCT/PIPING PENETRATIONS AND

EXIST. OPENINGS (TO BE INFILLED) WITH MECHANICAL DWG.

10. LOCATION AND DIMENSION OF EXIST. OPENINGS TO BE

VERIFIED IN FIELD PRIOR TO DEMO./CONSTRUCTION

/D1 S-401

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE SHEET NOTE 4

OPENING IN EXISTING CMU WALL

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL

OPNG IN EXISTING METAL STUD WALL

PRECAST WALL INFILL

EXISTING WALL TO REMAIN

(CMU, PRECAST, OR MTL. STUD)

PRECAST LINTEL OVER CMU OPENING

EXISTING BRACING

SHEET LEGEND

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

R C v .r v t

/3

/2

:1

:1

A

M

S-101D

P A

R T

IA

L F

O U

N D

A T

IO

N

P L A

N

A R

E A

D th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

S P

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

M A

SCALE: 1/8" = 1'-0"A1

PARTIAL FOUNDATION PLAN - AREA D

SCALE:

0 4' 8' 12'

1/8" = 1'-0"

COLUMN SCHEDULE

COLUMN

MARK

COLUMN SIZE COMMENTS

C1 HSS 6x6x3/8 FOR TELECOM SENSOR - SEE A8/S-301

C2 HSS 6x6x1/4 PRECAST REINFORCEMENT - SEE S-302

KEY #: KEYNOTE DESCRIPTION

S1 NEW OPENING IN EXISTING PRECAST WALL - SEE

ELEVATIONS ON SHEET S-201

S2 ENLARGE EXISTING OPENING IN PRECAST WALL;

SAWCUT EXISTING PRECAST ON ONE SIDE AND

BELOW EXISTING OPNG ONLY (TOP OF NEW OPNG =

TOP OF EXISTING OPNG = (+)10'-2" F.V.)

S3 PRECAST WALL INFILL W/ METAL STUDS AND

STUCCO VENEER TO MATCH EXISTING (SEE ARCH)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S25 F-35A AIRCRAFT (SHOWN FOR REFERENCE ONLY)

S26 NEW CONCRETE EQUIPMENT PAD SEE(C8/S-501 AND

CIVIL)

S38 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING CMU WALL - SEE MECHANICAL DRAWINGS

AND DETAILS ON S-401

S40 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING PRECAST WALL - SEE MECHANICAL

DRAWINGS AND ELEVATIONS ON S-201

A

M E

N D

M E

N T

/0

/2

24 2325 22 2126

C

D

E

F

G

H

J

K

L

24.5 21.5

S-201

E1

S

A

S

-1 B

P .E

.J

P .D

.J

P .D

.J

P .D

.J

P .D

.J

C .J

C .J

C .J

C .J

C.J

P.C.J

P.C.J

P.C.J

M A

T C

H L

IN

E

20'-0" 22'-0" 22'-0" 22'-0" 22'-0"

11'-10 1/2" 10'-1 1/2" 11'-10 1/2" 10'-1 1/2"

EXISTING

SLAB

ELEV=+0'-6"

F.5

K.4

S24

S24

S19

S20

D1

S-301

TYP.

D1

S-301

TYP.

D1

S-301

TYP.

S4

S6

S11

S11

S11

S11

S2

S5

S5S5

S12

(TYP.)

S6S6

S6

S6

S6

S6

S6

S14

S14

S14

S6

AHU-1

(475 LBS)

AHU-2

(400 LBS)

S34

S33

S34

S-201

A1

S4

S38

S38

S39

S40

(TYP.)

(TYP.)

D1

S-301

TYP.

S3

ABOVE

DOOR

S3

S3

ABOVE

DOOR

S3 S3 S3

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS NOTED

OTHERWISE (F.V.).

4. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR FLOOR

DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

5. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS

AND EXTENTS OF SLAB DEMOLITION. SEE

AND FOR SLAB REPLACEMENT DETAILS.

6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND

EXTENTS OF SLAB DEMOLITION OF EXISTING RAMPS.

7. SEE S-101X SERIES SHEETS FOR FOUNDATION PLANS AND

COLUMN SCHEDULE.

/A4 S-501 /D4 S-501

EXISTING PAVEMENT CONSTRUCTION JOINTP.C.J

EXISTING PAVEMENT DUMMY JOINTP.D.J

EXISTING PAVEMENT EXPANSION JOINTP.E.J

EXISTING CONTROL JOINTC.J

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE S-101X SERIES SHEETS

OPENING IN EXISTING CMU WALL,

SEE S-101X SERIES SHEETS

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL,

SEE S-101X SERIES SHEETS

OPNG IN EXISTING METAL STUD WALL,

SEE S-101X SERIES SHEETS

PRECAST WALL INFILL,

SEE S-101X SERIES SHEETS

EXISTING WALL TO REMAIN (CMU, PRECAST, OR MTL.

STUD), SEE S-101X SERIES SHEETS

PRECAST LINTEL OVER CMU OPENING,

SEE S-101X SERIES SHEETS

SLAB THICKNESS NOT KNOWN, F.V. PRIOR TO

SAWCUTTING SLAB AND NOTIFY E.O.R. FOR

REVIEW/APPROVAL PRIOR TO CUTTING TRENCHES

EXISTING BRACING

FD FLOOR DRAIN OR CLEANOUT, SEE PLUMBING DRAWINGS

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

R C v .r v t

/3

/2

:1

:1

A

M

S-102A

P A

R T

IA

L F

IR

S

T F

L O

O R

S L A

B P

L A

N

A R

E A

A th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

T R

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

M A

SCALE: 1/8" = 1'-0"A1

PARTIAL FIRST FLOOR SLAB PLAN - AREA A

SCALE:

4' 8' 16'0

1/8" = 1'-0"

KEY #: KEYNOTE DESCRIPTION

S2 ENLARGE EXISTING OPENING IN PRECAST WALL;

SAWCUT EXISTING PRECAST ON ONE SIDE AND

BELOW EXISTING OPNG ONLY (TOP OF NEW OPNG =

TOP OF EXISTING OPNG = (+)10'-2" F.V.)

S3 PRECAST WALL INFILL W/ METAL STUDS AND

STUCCO VENEER TO MATCH EXISTING (SEE ARCH)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S6 NEW CMU PARTITION WALL, SEE NOTE 4

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S12 EXISTING STEEL WF COLUMN

S14 PRECAST LINTEL OVER OPENING (SEE C6/S-401)

S19 EXISTING 11" CONCRETE PAVEMENT SLAB ON

GRADE (TOP OF SLAB = (+)0'-0") SEE DESIGN

ANALYSIS FOR LOAD CAPACITY DETERMINATION

S20 EXISTING 4" CONCRETE SLAB ON GRADE REINF. W/

WWR

S24 EXISTING SLAB ON GRADE (THICKNESS AND

REINFORCING NOT KNOWN)

S32 CONCRETE RAMP - SEE ARCH

S33 POWER CONVERTER AND REEL (1200 LBS. MAX.) ON

HOUSEKEEPING PAD - SEE ELECTRICAL DRAWINGS

S34 MECHANICAL UNIT ON HOUSEKEEPING PAD - SEE

MECHANICAL DRAWINGS & DETAIL A8/S-501

S35 MECHANICAL UNIT SUSPENDED FROM EXISTING 2ND

FLOOR COMPOSITE STRUCTURE - SEE MECHANICAL

DRAWINGS

S38 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING CMU WALL - SEE MECHANICAL DRAWINGS

AND DETAILS ON S-401

S39 MECHANICAL LOUVER OPNG IN METAL STUD INFILL -

SEE MECHANICAL DRAWINGS

S40 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING PRECAST WALL - SEE MECHANICAL

DRAWINGS AND ELEVATIONS ON S-201

A

M E

N D

M E

N T

/0

/2

SHEET LEGEND

1 1 1

20 19 18 17 16 15 14 1313.113.213.9 13.8 12 11 10

B

C

D

E

F

G

H

J

K

L

S L O

P E

D N

P .D

.J

C .J

P .D

.J

P .D

.J

P .D

.J

P.C.J

P.C.J

P.C.J

C .J

C .J

C .J

C .J

C .J

C.J

C.J C.J

C.J

C.J

C.J

C.J

C.J

C .J

22'-0" 22'-0" 22'-0" 22'-0" 11" 18'-0" 16'-8" 18'-0" 11" 22'-0"

F.5

K.4

S18

S23 S20

S19

S

T C

H L

S

-1 A

S

T C

H L

S

-1 C

A1

S-301

EXTERIOR RAMP,

SEE CIVIL

AHU-3

(1500 LBS)

S33

S34

S33

S19

S20

S21

S5

S11

S11

S11 S11

S11

S11

S4 S5

S11

S4

S17

S4

S5

S4

S11

S11

S11

S11

S5

S11

(TYP.)

S1 S1

S17

S-201

E5

S8

S3 S3 ABOVE

DOOR

S3

S5

S4

S5

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS NOTED

OTHERWISE (F.V.).

4. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR FLOOR

DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

5. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS

AND EXTENTS OF SLAB DEMOLITION. SEE

AND FOR SLAB REPLACEMENT DETAILS.

6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND

EXTENTS OF SLAB DEMOLITION OF EXISTING RAMPS.

7. SEE S-101X SERIES SHEETS FOR FOUNDATION PLANS AND

COLUMN SCHEDULE.

/A4 S-501 /D4 S-501

(SEE SHEET S-102A FOR SHEET LEGEND)

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

SHEET LEGEND

SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

R C v .r v t

/3

/2

:1

:1

A

M

S-102B

P A

R T

IA

L F

IR

S

T F

L O

O R

S L A

B P

L A

N

A R

E A

B th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

T R

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

M A

SCALE:

4' 8' 16'0

1/8" = 1'-0"

SCALE: 1/8" = 1'-0"A1

PARTIAL FIRST FLOOR SLAB PLAN - AREA B

KEY #: KEYNOTE DESCRIPTION

S1 NEW OPENING IN EXISTING PRECAST WALL - SEE

ELEVATIONS ON SHEET S-201

S3 PRECAST WALL INFILL W/ METAL STUDS AND

STUCCO VENEER TO MATCH EXISTING (SEE ARCH)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S8 DEMOLISH EXISTING SLAB AND REPLACE WITH NEW

SLOPED SLAB, SEE NOTE 6 AND DETAIL

REFERENCED ON PLAN AS APPLICABLE

S9 REMOVE AND REPLACE SLAB-ON-GRADE, SEE

NOTES 5 & 6

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S17 NEW OPENING IN EXISTING METAL STUD WALL - SEE

ARCH

S18 EXISTING 12" CONCRETE MAT SLAB (TOP OF SLAB =

(+)0'-6")

S19 EXISTING 11" CONCRETE PAVEMENT SLAB ON

GRADE (TOP OF SLAB = (+)0'-0") SEE DESIGN

ANALYSIS FOR LOAD CAPACITY DETERMINATION

S20 EXISTING 4" CONCRETE SLAB ON GRADE REINF. W/

WWR

S21 EXISTING 6" CONCRETE SLAB ON GRADE REINF. W/

WWR

S23 EXISTING 6" CONCRETE SLAB ON GRADE REINF. W/

REINF. BARS

S33 POWER CONVERTER AND REEL (1200 LBS. MAX.) ON

HOUSEKEEPING PAD - SEE ELECTRICAL DRAWINGS

S34 MECHANICAL UNIT ON HOUSEKEEPING PAD - SEE

MECHANICAL DRAWINGS & DETAIL A8/S-501

A

M E

N D

M E

N T

/0

/2

10 9 8 7 6 5

C

D

E

F

G

H

J

K

L

P.C.J

P.C.J

P.C.J

P .D

.J

P .E

.J

P .D

.J

P .D

.J

P .D

.J

C .J

C .J

C

.JC

.J

C.J

22'-0" 22'-0" 22'-0" 22'-0" 22'-0"

F.5

5.5

K.4

S

T C

H L

S

-1 B

S

T C

H L

S

-1 D

S33 S33

S19

S21

S20

S11

S11

S11

S11

S11

S11

S5

S2 S41 S40

S-201

E1

(SIM.)

S4

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS NOTED

OTHERWISE (F.V.).

4. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR FLOOR

DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

5. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS

AND EXTENTS OF SLAB DEMOLITION. SEE

AND FOR SLAB REPLACEMENT DETAILS.

6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND

EXTENTS OF SLAB DEMOLITION OF EXISTING RAMPS.

7. SEE S-101X SERIES SHEETS FOR FOUNDATION PLANS AND

COLUMN SCHEDULE.

/A4 S-501 /D4 S-501

EXISTING PAVEMENT CONSTRUCTION JOINTP.C.J

EXISTING PAVEMENT DUMMY JOINTP.D.J

EXISTING PAVEMENT EXPANSION JOINTP.E.J

EXISTING CONTROL JOINTC.J

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE S-101X SERIES SHEETS

OPENING IN EXISTING CMU WALL,

SEE S-101X SERIES SHEETS

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL,

SEE S-101X SERIES SHEETS

OPNG IN EXISTING METAL STUD WALL,

SEE S-101X SERIES SHEETS

PRECAST WALL INFILL,

SEE S-101X SERIES SHEETS

EXISTING WALL TO REMAIN (CMU, PRECAST, OR MTL.

STUD), SEE S-101X SERIES SHEETS

PRECAST LINTEL OVER CMU OPENING,

SEE S-101X SERIES SHEETS

SLAB THICKNESS NOT KNOWN, F.V. PRIOR TO

SAWCUTTING SLAB AND NOTIFY E.O.R. FOR

REVIEW/APPROVAL PRIOR TO CUTTING TRENCHES

EXISTING BRACING

FD FLOOR DRAIN OR CLEANOUT, SEE PLUMBING DRAWINGS

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

R C v .r v t

/3

/2

:1

:1

A

M

S-102C

P A

R T

IA

L F

IR

S

T F

L O

O R

S L A

B P

L A

N

A R

E A

C th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

T R

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

M A

SCALE:

4' 8' 16'0

1/8" = 1'-0"

SCALE: 1/8" = 1'-0"A1

PARTIAL FIRST FLOOR SLAB PLAN - AREA C

KEY #: KEYNOTE DESCRIPTION

S2 ENLARGE EXISTING OPENING IN PRECAST WALL;

SAWCUT EXISTING PRECAST ON ONE SIDE AND

BELOW EXISTING OPNG ONLY (TOP OF NEW OPNG =

TOP OF EXISTING OPNG = (+)10'-2" F.V.)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S19 EXISTING 11" CONCRETE PAVEMENT SLAB ON

GRADE (TOP OF SLAB = (+)0'-0") SEE DESIGN

ANALYSIS FOR LOAD CAPACITY DETERMINATION

S20 EXISTING 4" CONCRETE SLAB ON GRADE REINF. W/

WWR

S21 EXISTING 6" CONCRETE SLAB ON GRADE REINF. W/

WWR

S33 POWER CONVERTER AND REEL (1200 LBS. MAX.) ON

HOUSEKEEPING PAD - SEE ELECTRICAL DRAWINGS

S35 MECHANICAL UNIT SUSPENDED FROM EXISTING 2ND

FLOOR COMPOSITE STRUCTURE - SEE MECHANICAL

DRAWINGS

S40 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING PRECAST WALL - SEE MECHANICAL

DRAWINGS AND ELEVATIONS ON S-201

S41 MECHANICAL LOUVER OPNG IN EXISTING PRECAST

PANEL - SEE MECHANICAL DRAWINGS

SHEET LEGEND

A

M E

N D

M E

N T

/0

/2

5 4 3 2 1

C

D

E

F

G

H

J

K

L

02.5 2.2 1.9 0.9

SLOPE

DN

P .D

.J

P .D

.J

C.J

C .J

C .J

C .J

P.C.J

P.C.J

P.C.J

22'-0" 22'-0" 22'-0" 20'-0" 24'-6"

F.5

K.4

S

T C

H L

S

-1 C

22'-0"

C1

AHU-6

(1500 LBS)

S34

S33

S19

S20

S24

S5

S5 S5

S11

S11

S11

S5

S1

S11

S11

S11

S11

S-201

A7

S38

S38

S38 S38 S38

S38

S38 S38

S40

S4

S3

C2

C2

S2

M

IN

S-302

A1

(SIM.)

SEE

ARCH.

(KEYNOTE NUMBERS ARE UNIFORM

ACROSS ALL SHEETS AND SOME MAY

NOT APPLY ON THIS SHEET)

1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL

STRUCTURAL NOTES AND ABBREVIATION KEY. SEE SHEET

S-004 FOR SPECIAL INSPECTION SCHEDULES.

2. REFERENCE FLOOR ELEVATION OF 0'-0" CORRESPONDS TO

USGS ELEVATION OF ±28.00'. SEE CIVIL DRAWINGS.

3. TOP OF FIRST FLOOR SLAB ELEVATION = 0'-0" UNLESS NOTED

OTHERWISE (F.V.).

4. SEE PLUMBING AND ARCHITECTURAL DRAWINGS FOR FLOOR

DRAIN AND SLAB-ON-GRADE DEPRESSION LOCATIONS AND

REQUIREMENTS.

5. SEE PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS

AND EXTENTS OF SLAB DEMOLITION. SEE

AND FOR SLAB REPLACEMENT DETAILS.

6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND

EXTENTS OF SLAB DEMOLITION OF EXISTING RAMPS.

7. SEE S-101X SERIES SHEETS FOR FOUNDATION PLANS AND

COLUMN SCHEDULE.

/A4 S-501 /D4 S-501

EXISTING PAVEMENT CONSTRUCTION JOINTP.C.J

EXISTING PAVEMENT DUMMY JOINTP.D.J

EXISTING PAVEMENT EXPANSION JOINTP.E.J

EXISTING CONTROL JOINTC.J

CMU WALL OR CMU INFILL IN EXISTING WALL,

SEE S-101X SERIES SHEETS

OPENING IN EXISTING CMU WALL,

SEE S-101X SERIES SHEETS

OPENING IN EXISTING PRECAST WALL

METAL STUD WALL OR INFILL,

SEE S-101X SERIES SHEETS

OPNG IN EXISTING METAL STUD WALL,

SEE S-101X SERIES SHEETS

PRECAST WALL INFILL,

SEE S-101X SERIES SHEETS

EXISTING WALL TO REMAIN (CMU, PRECAST, OR MTL.

STUD), SEE S-101X SERIES SHEETS

PRECAST LINTEL OVER CMU OPENING,

SEE S-101X SERIES SHEETS

SLAB THICKNESS NOT KNOWN, F.V. PRIOR TO

SAWCUTTING SLAB AND NOTIFY E.O.R. FOR

REVIEW/APPROVAL PRIOR TO CUTTING TRENCHES

EXISTING BRACING

FD FLOOR DRAIN OR CLEANOUT, SEE PLUMBING DRAWINGS

A B C

KEY PLAN

D

N

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

SHEET NOTES

KEYNOTES#

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

R C v .r v t

/3

/2

:1

:1

A

M

S-102D

P A

R T

IA

L F

IR

S

T F

L O

O R

S L A

B P

L A

N

A R

E A

D th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

T R

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

M A

SCALE: 1/8" = 1'-0"A1

PARTIAL FIRST FLOOR SLAB PLAN - AREA D

SCALE:

4' 8' 16'0

1/8" = 1'-0"

KEY #: KEYNOTE DESCRIPTION

S1 NEW OPENING IN EXISTING PRECAST WALL - SEE

ELEVATIONS ON SHEET S-201

S2 ENLARGE EXISTING OPENING IN PRECAST WALL;

SAWCUT EXISTING PRECAST ON ONE SIDE AND

BELOW EXISTING OPNG ONLY (TOP OF NEW OPNG =

TOP OF EXISTING OPNG = (+)10'-2" F.V.)

S3 PRECAST WALL INFILL W/ METAL STUDS AND

STUCCO VENEER TO MATCH EXISTING (SEE ARCH)

S4 NEW OPENING IN EXISTING CMU WALL (SEE

A1/S-402)

S5 NEW CMU WALL OR CMU INFILL (SEE A1/S-401)

S8 DEMOLISH EXISTING SLAB AND REPLACE WITH NEW

SLOPED SLAB, SEE NOTE 6 AND DETAIL

REFERENCED ON PLAN AS APPLICABLE

S11 NEW METAL STUD WALL OR INFILL - SEE ARCH

S19 EXISTING 11" CONCRETE PAVEMENT SLAB ON

GRADE (TOP OF SLAB = (+)0'-0") SEE DESIGN

ANALYSIS FOR LOAD CAPACITY DETERMINATION

S20 EXISTING 4" CONCRETE SLAB ON GRADE REINF. W/

WWR

S24 EXISTING SLAB ON GRADE (THICKNESS AND

REINFORCING NOT KNOWN)

S33 POWER CONVERTER AND REEL (1200 LBS. MAX.) ON

HOUSEKEEPING PAD - SEE ELECTRICAL DRAWINGS

S34 MECHANICAL UNIT ON HOUSEKEEPING PAD - SEE

MECHANICAL DRAWINGS & DETAIL A8/S-501

S38 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING CMU WALL - SEE MECHANICAL DRAWINGS

AND DETAILS ON S-401

S40 MECHANICAL DUCT OR PIPE PENETRATION AT

EXISTING PRECAST WALL - SEE MECHANICAL

DRAWINGS AND ELEVATIONS ON S-201

SHEET LEGEND

A

M E

N D

M E

N T

/0

/2

3/4" CHAMFER (TYP.)

SLAB-ON-GRADE

#4 AT 12" O.C. E.W.

C L R

EQUIPMENT FOOTPRINT (TYP.)

EXTEND PAD 6" MIN. BEYOND

#3 DOWEL WITH STD. 90 DEG.

HOOK, SPACED @ 12" O.C.

AROUND PERIMETER, EPOXY

ANCHOR INTO EXIST. SLAB

WITH 4" MIN. EMBEDMENT

MECHANICAL EQUIPMENT

T/ EXIST. SLAB

ELEV. = 0'-0"

6" GRANULAR FILL

COMPACTED SUBGRADE

6" (TYP.)

MECHANICAL OR

ELECTRICAL EQUIPMENT

EQUIPMENT MANUFACTURER

COORDINATE WITH

#5@12" O.C. E.W.

C L

R

(TYP.)

3" CLR.

3/4" CHAMFER (TYP.)

COORDINATE PAD REQUIREMENTS

WITH EQUIPMENT MANUFACTURER,

INCLUDING SIZE AND PENETRATIONS.

NOTE:

EXISTING GRADE

1/2" SEALANT

SLAB-ON-GRADE

TO REMAIN

SAWCUT JOINT

3/4" DIA. x 1'-4" LONG SMOOTH DOWEL

SPACED @ 12" O.C. PLACED AT SLAB

MID-DEPTH AND DRILLED AND EPOXIED

INTO EXIST. SLAB WITH 6" EMBEDMENT

NEW SLAB TO MATCH EXISTING SLAB THICKNESS AND TOP ELEVATION.

VERIFY THICKNESS OF EXISTING SLAB BEFORE PROCEEDING WITH

CONSTRUCTION OF NEW SLAB. IF EXISTING SLAB IS LESS THAN 4" IN

DEPTH, NOTIFY DESIGN PROFESSIONAL FOR REVISED JOINT DETAIL.

GRANULAR FILL AND SOIL UNDER SLAB TO BE COMPACTED TO A

MINIMUM DENSITY OF 95% STANDARD PROCTOR.

NOTES:

1.

2.

3.

15 mil VAPOR RETARDER

GRANULAR

FILL, SEE NOTE 3

UNDERSLAB UTILITY,

SEE PLUMBING DWGS.

SAWCUT JOINT

INSTALL/REMOVE UTILITIES

4'-0" MAX.

WIDTH AS REQUIRED TO

SLAB-ON-GRADE WITH

6x6-W2.1x2.1 WWR

M

T/ FLOOR SLAB

6"Ø

STD 6" PIPE FILLED WITH 4000 PSI

CONCRETE. PAINT TO MATCH

EXISTING BOLLARDS;

SAFETY YELLOW

18"Ø CONCRETE ENCASEMENT

1/2" PRE-MOLDED JOINT FILLER AROUNDC

O

O R

D W

A

R C

H

1'-6"

EXISTING SLAB ON GRADE

3000 PSI CONCRETE PILE

FLOOR SLAB

SLAB-ON-GRADE WITH

6x6-W2.1x2.1 WWR SLAB-ON-GRADE

TO REMAIN

SAWCUT JOINT

N O

T E

S

S E

E

3/4" DIA. x 1-4" LONG SMOOTH

DOWEL SPACED @ 12" O.C.,

POSITION AT MID-DEPTH OF

SLAB, DRILL & EPOXY INTO EXIST.

SLAB WITH 6" EMBEDMENT

NEW SLAB TO MATCH EXISTING SLAB THICKNESS AND TOP ELEVATION.

VERIFY THICKNESS OF EXISTING SLAB BEFORE PROCEEDING WITH

CONSTRUCTION OF NEW SLAB. IF EXISTING SLAB IS LESS THAN 4" IN

DEPTH, NOTIFY ENGINEER FOR REVISED JOINT DETAIL.

GRANULAR FILL AND SOIL UNDER SLAB TO BE COMPACTED TO A

MINIMUM DENSITY OF 95% STANDARD PROCTOR.

NOTES:

1.

2.

3.

15 mil VAPOR BARRIER

4" GRANULAR FILL,

SEE NOTE 3

1/2" SEALANT

IF DIMENSION EXCEEDS 2'-0",

PIPE SLEEVE AND

CONCRETE ENCASEMENT IS

NOT REQ'D

FOOTING

(T

YP.)

3" M

IN

STEEL PIPE SLEEVEPIPE, SEE CIVIL OR

PLUMBING PLANS

3000 psi CONCRETE

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

1 3 5 7 9

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10

F

D

B

F L O

R

ID

A A

IR

N

A T

IO

N

A L G

U A

R D

J A

C K

S O

N V

IL

L E

A N

G B

F

L O

R

ID

A

P a rk w a y

L a n e S u it e

P e a c h tr e e C o rn e rs

L

IC

E N

S E

N U

M B

E R

S

A R

C H

IT

E

C T

U R

E

A A

E N

G

IN

E E

R

IN

G

C o A

N o .8

S o u th a ll

L a n e

S u it e

M a it la n d

F L

T e l:

-2

F L A

C O

A N o

E B

-0

B

IM

/1 F

L A

N G

F -3 c o n v e rs io n H a n g a r/

F

L A

N G

H a n g a r_

S T

R C v .r v t

/3

/2

:1

:1

A

M

S-501

T Y

P

IC

A L C

O N

C R

E T

E D

E T

A

IL

S th

F

IG

H T

E R

W

IN

G J A

C K

S O

N V

IL

L E

F

L

R N

S P

W H

O

C T

F -3

R

E P

A

IR

H A

N G

A R

B

L D

G

L S

G A

B -3

S U

B M

IT

T

A L

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

M A

SCALE: N.T.S.A8

TYPICAL HOUSEKEEPING PAD

SCALE: N.T.S.C8

TYPICAL EXTERIOR EQUIPMENT PAD

SCALE: N.T.S.A4

SLAB-ON-GRADE REPLACEMENT DETAIL

N.T.SA1

TYP. INTERIOR EMBEDDED BOLLARD

A

M E

N D

M E

N T

/0

/2

SCALE: 1" = 1'-0"D4

SLAB-ON-GRADE REPLACEMENT DETAIL

SCALE: 3/4" = 1'-0"E8

TYPICAL PIPE UNDER FOOTING