5U6500DWG23of43.pdf

OVERALL FIRST FLOOR PLAN

1/8"=1'-0"

N

FIRST FLOOR PLAN AREA A

FOR PARTIAL

SEE SHEET S-142A

FIRST FLOOR PLAN AREA B

FOR PARTIAL

SEE SHEET S-143A

FIRST FLOOR PLAN AREA C

FOR PARTIAL

SEE SHEET S-144A

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:2

A

M

ALFRK POR

1311985

B L

D G

P -5

U -S -1

A .d g n

O V

E R

A L L F

IR

S T F

L O

O R P

L A

N

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

IN

G

S-140A

AS NOTED

0 8 16 24

231 618

12697212

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

N T

R

E

C O

R P

S

IR

A T

IO

N C

H E

R R

Y

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

IP

R

H

R O

L

IN

A L

A F

A Y

E T

M P

L E

X

R F

O L

K

V

IR

G

IN

IA

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

D

P A

R T

M E

F

V Y

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.

N A

V

L

C

IL

IT

IE

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

C. ALLAN BAMFORTH, JR.,

NORFOLK, VIRGINIA

3120 Highwoods Blvd, Suite 214

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

dengiS et a

D

2'-0"

PILE PLAN

1/8"=1'-0"

N

7 TYP OF 5

TYP OF 111

SHEET KEYNOTES GENERAL SHEET NOTES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:1

B L

D G

P -5

U -S -1

A .d g n

P

IL

E P

L A

N

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-141A

8'-9"4'-3"

1'-0"

4'-1"8'-9"11'-3"7'-0"7'-0"6'-0"7'-10"6'-10"

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

3 TYP OF 33

6 TYP OF 3

8 TYP OF 16

2 TYP OF 9

5 TYP OF 411

TYP OF 3

55'-3"15'-8"15'-7"15'-8"

9'-6"12'-6"12'-6"

2'-0"

2'-0"

2'-0"

1'-0"

2'-0"

1"

11. PC CONC PILE TOC EL 19.42

10. PC CONC PILE TOC EL 23.67

9. PC CONC PILE TOC EL 21.50

8. PC CONC PILE TOC EL 20.08

7. LOCATE PILE DIRECTLY BELOW COL

6. PC CONC PILE TOC EL 16.00

5. PC CONC PILE TOC EL 14.50

4. PC CONC PILE TOC EL 21.50

3. PC CONC PILE TOC EL 22.50

2. PC CONC PILE TOC EL 19.00 SEE S-344A

1. PC CONC PILE TOC EL 25.50

PILES SEE S-191A FOR ADDITIONAL LOCATIONS

FOR NO LESS THAN 2 PERCENT OF PRODUCTION

13. TEST PILE PERFORM DYNAMIC PILE TESTING (PDA)

TO ELEVATOR SUMP CONSTRUCTION

BY ELEVATOR CONTRACTOR INSTALL PRIOR

12. STEEL CASING FOR ELEVATOR JACK PROVIDED

EXPLICITLY CALLED OUT.

3. ALL DETAILS ARE TYPICAL EVEN IF NOT

145.6 KIPSTREATMENT BUILDING

191.1 KIPSOPERATIONS BUILDING

B. SEISMIC BASE SHEAR (FACTORED)

WALLS

CONC SHEARRESISTING SYSTEM

ORDINARY REINF A. LATERAL LOAD

2. SEISMIC DESIGN

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

13 13

13 13

232 618

12697213

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/16"=1'-0"

MATCHLINE SEE SHEET S-143A

40'-0"

1'-0" 1'-0"

103'-4"

2'-0"

1'-0" 1'-0"

1'-0" 1'-0"

1'-0"

1'-0"

2'-0" 2'-0"

1'-0" 8"

99'-4" 4"

1'-0"

16'-5"10'-7"

14'-8"

N

1TYP OF 6

A

S-340A

A

S-340A

C

S-341A

D

S-341A

SHEET KEYNOTES

GENERAL SHEET NOTES

PARTIAL FIRST FLOOR PLAN AREA A

L

S-347A

K

S-347A

M

S-348A

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:5

B L

D G

P -5

U -S -1

A .d g n

P A

R T

IA

L F

IR

S T F

L O

O R P

L A

N A

R E

A A

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-142A

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

24'-4"6'-8"4'-0"6'-8"12'-8"3'-4"16'-4"7'-8"

1'-0"

1'-0"

4'-4" 3'-4" 4'-0"

3'-10"3'-10"

11"

1'-0"

5'-4"10'-8"6'-8"8'-8"6'-8"8'-4"

2'-0"47'-8"4'-0" 1'-4"

1'-8"

1'-6"12'-0"2'-3"

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

TYP OF 15

TYP UON

TYP5

B

S-341A

26. TOC LP EL 26.81

SEE C5/S-541A AND A2/S-541A

25. 8" CMU NON-BEARING WALL

SEE C5/S-541A AND A2/S-541A

24. 4" CMU NON-BEARING WALL

23. SLAB CONST JT SEE D3/S-801A SIM NO WS

SEE B1/S-822A TYPE "B"

TYPE "B" SIM W/ CHKD ALUM FLOOR PL

22. 1'-0" DEEP TRENCH SEE A3/S-804A

21. 1'-0" x 1'-0 CONC COL SEE A1/S-540A

OPENING REINF PER A1/S-802A

20. ELEVATOR JACK CASING SEE D5/S-540A

19. 10'-0" x 3'-3" x 2" DEEP RECESS

18. 9'-8" x 4'-0" x 2" DEEP RECESS

17. 6'-0" x 6'-0" x 2" DEEP RECESS

16. 11'-6" x 7'-8" x 2" DEEP RECESS

15. CONC EQUIP PAD TYPE "E" SEE A3/S-805A

14. CONC EQUIP PAD TYPE "A" SEE C1/S-805A

13. 1" PJF

12. ALUM STAIR CONST SEE S-440A FOR STAIR CONST

11. 12" CONC WALL

10. TOC LP EL 26.79

9. STL STAIRS SEE S-441A

8. 12" CMU BEARING WALL SEE A1/S-810A

7. 8" CMU BEARING WALL SEE A1/S-810A

6. TOC LP EL 26.95

5. TOC HP EL 27.00

GRTG W/ GS-3 SUPPORT SEE A2/S-819A

4. 2'-0" x 2'-0" x 2'-0" SUMP W/ ALUM TYPE "A"

3. TOC LP EL 22.92

2. TOC HP EL 23.00

1. 1'-4" SQ CMU COL

233 618

12697214

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/16"=1'-0"

MATCHLINE SEE SHEET S-144A

MATCHLINE SEE SHEET S-142A

1'-0"

1'-0" 8"

100'-0"

3'-4" 4'-0"

E

Q L S

P

E

Q L S

P

20'-0"7'-10"

1'-0"

6'-2"

1'-0"

4"

/2

E

Q L S

P

N

SHEET KEYNOTES

GENERAL SHEET NOTES

TYP OF 2

TYP OF 30

TYP OF 3

6 TYP OF 5

H

S-345A

PARTIAL FIRST FLOOR PLAN AREA B

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:1

B L

D G

P -5

U -S -1

A .d g n

P A

R T

IA

L F

IR

S T F

L O

O R P

L A

N A

R E

A B

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-143A

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

4'-4" 3'-4" 4'-0"

1'-0"

9'-8"

1'-0" 8"

P

S-349A

OPENINGS SEE S-344A.

3. SPANDREL REINF ABOVE WALL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

FOR GENERAL STRUCTURAL NOTES, SEE1.

TYP

18 TYP OF 5

SIM

33. SLAB CONST JT SEE D3/S-801A

SEE B3/S-801A TYP BOTH SIDES

32. WALL VERT CONST JT

ACCESS SIGNS SEE B5/S-540A

31. REMOVABLE POST AND CHAIN W/ RESTRICTED

30. SLAB CONST JT SEE D3/S-801A SIM NO WS

W/ TYPE "A" POST ANCHORAGE SEE A3/S-817A

29. ALUM RAILING W/ INFILL PANELS SEE C4/S-816A

28. T.O. GRTG EL 39.00

27. GUARD POST SEE C2/S-819A

26. CONC WALL PIER SEE B1/S-540A

COORD PAD DIMENTION W/ EQUIP MFR

NO GROUT MAINTAIN MIN 12" AHR EDGE DIST

25. CONC EQUIP PAD TYPE "A" SEE C1/S-805A SIM

24. CONC WALL PIER SEE C2/S-540A

23. T.O. PLATFORM EL 27.00

22. TOC EL 27.00

21. TOC LP EL 24.00

20. TOC HP EL 24.35

AND STAIRS 5 T @ 11" = 4'-7" W/ 6 EQL SP RISERS

19. PRE ENGINEERED FRP PLATFORM, RAILING

DRAINAGE BLOCKOUT SEE C4/S-808A18.

TYPE "D" POST ANCHORAGE SEE C1/S-818A

ALUM RAILING SEE C1/S-817A W/

ALUM STAIR SEE A1/S-815A W/17.

TOC LP EL 26.8316.

T.O. GRTG EL 34.4315.

TOC HP EL 27.0014.

1'-10"x1'-10" CONC COL SEE D1/S-540A13.

TYPE "B" SEE C1/S-812A

12. HSS 6"x6"x1/2" COL W/ COL BASE

1'-10" BELOW B.O. SUMP

W/ FRP GRTG SEE C1/S-820A PROVIDE MIN

2'-0" x 2'-0" x 1'-0" SUMP SEE A3/S-804A SIM11.

12" CONC WALL SEE S-344A FOR TYP REINF10.

TANK PAD SEE C1/S-807A9.

8" CMU WALL SEE A1/S-810A8.

LANDING PLATFORM SEE C1/S-816A

CONTRACTOR DESIGNED ALUM STAIR7.

CONC EQUIP PAD TYPE "A" SEE C1/S-805A6.

CONC EQUIP PAD TYPE "E" SEE A3/S-805A 5.

TOC LP EL 26.754.

BEAM WALL CONN

ALUM I10x10.3 SEE C1/S-814A FOR3.

GS-1 SUPPORTS SEE A2/S-819A

2. 2 1/2" ALUM GRTG TYPE "B" W/

CONC EQUIP PAD TYPE "C" SEE C3/S-805A1.

2'-2"

16'-7" 57'-5"

234 618

12697215

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

E

Q L S

P

/2

/2

3/16"=1'-0"

MATCHLINE SEE SHEET S-143A

1'-0"

8"

1'-0"

1'-0"

8"

76'-0"

/2

N

E

S-342A

E

S-342A

F

S-343A

G

S-344A

J

S-346A

12'-0" 2'-8" 3'-4" 20'-0" 17'-0" 7'-0" 6'-8" 4'-4"

SHEET KEYNOTES

GENERAL SHEET NOTES

1 TYP OF 4

6 TYP OF 4

13 TYP OF 2

18 TYP OF 4

18 TYP OF 2

TYP OF 10

TYP OF 11

23'-0"

TYP OF 3

PARTIAL FIRST FLOOR PLAN AREA C

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:3

B L

D G

P -5

U -S -1

A .d g n

P A

R T

IA

L F

IR

S T F

L O

O R P

L A

N A

R E

A C

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-144A

3/16" = 1'-0"

4'-6"11'-6"6'-3"

1'-0"4"

1"

N

S-348A

16'-7"

23'-5"

E

Q L S

P

TYP OF 4

OPENINGS SEE S-344A.

3. SPANDREL REINF ABOVE WALL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

FOR GENERAL STRUCTURAL NOTES, SEE1.

33. SLAB CONST JT SEE D3/S-801A SIM NO WS

32. SLAB CONST JT SEE D3/S-801A

SEE B3/S-801A TYP BOTH SIDES

31. WALL VERT CONST JT

W/ TYPE "A" POST ANCHORAGE SEE A3/S-817A

30. ALUM RAILING W/ INFILL PANELS SEE C4/S-816A

ACCESS SIGNS SEE B5/S-540A

29. REMOVABLE POST AND CHAIN W/ RESTRICTED

28. CONC WALL PIER SEE B1/S-540A SIM

SUBMITTAL

BE COORDINATED WITH SCISSOR LIFT

PARKING AREA AND LOCATION MUST

27. GUARD POST SEE C2/S-819A

GS-1 SUPPORTS SEE A2/S-819A

26. ALUM GRTG TYPE "A" W/

25. CONC WALL PIER SEE C2/S-540A

24. NOT USED

23. T.O. PLATFORM EL 27.00

22. TOC EL 27.00

21. TOC LP EL 24.00

20. TOC HP EL 24.35

AND STAIRS 5 T @ 11" = 4'-7" W/ 6 EQL SP RISERS

19. PRE ENGINEERED FRP PLATFORM, RAILING

18. DRAINAGE BLOCKOUT SEE C4/S-808A

17. NOT USED

16. TOC LP EL 26.83

15. CONC WALL PIER SEE B1/S-540A

14. TOC HP EL 27.00

13. 1'-10"x1'-10" CONC COL SEE D1/S-540A

TYPE "B" SEE C1/S-812A

12. HSS 6"x6"x1/2" COL W/ COL BASE

1'-10" BELOW B.O. SUMP

W/ FRP GRTG SEE C1/S-820A PROVIDE MIN

11. 2'-0" x 2'-0" x 1'-0" SUMP SEE A3/S-804A SIM

10. 12" CONC WALL SEE S-344A FOR TYP REINF

9. TANK PAD SEE C1/S-807A

8. 8" CMU WALL

BEAM WALL CONN

7. ALUM I12x11.7 SEE C1/S-814A FOR

6. CONC EQUIP PAD TYPE "A" SEE C1/S-805A

5. CONC EQUIP PAD TYPE "E" SEE A3/S-805A

4. TOC LP EL 26.75

BEAM WALL CONN

3. ALUM I10x10.3 SEE C1/S-814A FOR

GS-1 SUPPORTS SEE A2/S-819A

2. 2 1/2" ALUM GRTG TYPE "B" W/

1. CONC EQUIP PAD TYPE "C" SEE C3/S-805A

235 618

12697216

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/16"=1'-0"

SECOND FLOOR FRAMING PLAN

1'-0" N

16'-11"

21'-4"

A

S-340A

A

S-340A

D

S-341A

S-341A

B

GENERAL SHEET NOTES

SHEET KEYNOTES

5'-4"5'-5"7'-0"7'-0"10'-7"12'-6"9'-9"9'-3"

6'-2"

4'-8"

1'-0"

2'-0"

8'-0" 5'-8"

1'-0"

14'-8"30'-4"

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:1

B L

D G

P -5

U -S -1

A .d g n

S E

C O

N D F

L O

O R F

R A

M

IN

G P

L A

N

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

IN

S-145A

3/16" = 1'-0"

7'-11" 5'-11"

L

S-347A

M

S-348A

/2

1'-3"

BM 07

BM 05

BM 05

BM 07

B M

B M

B M

B M

B M

BM 09

BM 10

BM 06

BM 06

BM 06

BM 06

BM 01

BM 01

BM 01

B M

B M

B

M

B M

B M

B M

B M

B M

B M

3 TYP OF 2

EXPLICITLY CALLED OUT.

3. ALL DETAILS ARE TYPICAL EVEN IF NOT

2. CONCRETE BEAM SEE BEAM SCHEDULE A1/S-808A.

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

5. SEE S-441A FOR STAIR CONST

4. SEE S-440A FOR STAIR CONST

3. 5'-0" #5 DIAG BAR T&B

2. 10" CONC SLAB

1. 8" CONC SLAB

236 618

12697217

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

SECOND FLOOR PLAN

N

A

S-340A

A

S-340A

B

S-341A

103'-4"

30'-4" 14'-8" 56'-4" 1'-0" 1'-0"

32'-8" 4'-8"

26'-10"2'-0"

10'-9"

5'-8"

23'-4"

1'-0" 1'-0"

12'-5"8'-7"

1'-0"1'-0"

D

S-341A

3'-4"16'-8"3'-4"14'-0"

1'-0"

3'-4" 9'-4"

GENERAL SHEET NOTES

SHEET KEYNOTES

30'-0"

14'-0"

1'-4" 1'-4"

3' -4

8"

1/

8 1/2 "

8"

3'-4"

14'-0"13'-4"3'-0"

1'-4"

20'-8" 8'-8" 17'-0"8'-8"

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:0

B L

D G

P -5

U -S -1

A .d g n

S E

C O

N D F

L O

O R P

L A

N

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

IN

S-146A

3/16" = 1'-0"

/2

1'-3"

S-348A

M

T Y

P

L

S-347A

TYP

TYP OF 3

3'-10"3'-10"

11"

OPENINGS SEE S-344A.

3. SPANDREL REINF ABOVE WALL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

11. CON COL SEE A3/S-540A

10. CONC COL SEE D4/S-542A

9. TOC EL 41.00

8. SEE S-441A FOR STAIR CONST

POST ANCHORAGE SEE A3/S-817A

7. ALUM RAILING SEE C4/S-816A W/ TYPE "A"

6. CONC EQUIP PAD TYPE "E" SEE A3/S-805A

5. SEE S-440A FOR STAIR CONST DETAILS

MAINTAIN 8" SLAB THICKNESS SEE B3/S-540A

4. 7'-4" x 6'-0" x 2" DEEP RECESS THICKEN SLAB TO

POST ANCHORAGE SEE A4/815A

3. STEEL RAILING SEE C1/S-809A W/ TYPE "B"

SEE C5/S-541A AND A2/S-541A

2. 8" CMU NON-BEARING WALL

SEE C5/S-541A AND A2/S-541A

1. 12" CMU ARING WALL

237 618

12697218

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

ROOF FRAMING PLAN

GENERAL SHEET NOTESSHEET KEYNOTES

N

10'-0"

4'-0"

MAX

MAX

M A

X

10'-0"

MAX

15'-4"23'-0"20'-8"22'-8"20'-8"26'-3" 2'-8"

27'-8"25'-0"25'-0"25'-0"28'-7"

CONC COL

CL OF

CONC COL

CL OF

CONC COL

CL OF

TYP OF 5

TYP OF 7

14 20

TYP OF 5

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:5

B L

D G

P -5

U -S -1

A .d g n

R O

O F F

R A

M

IN

G P

L A

N

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-147A

TYP

TYP

TYP

TYP

TYP23

TYP

24 TYP

26TYP

CONC COL

CL OF

CONC COL

CL OF

M A

X

10'-0"

MAX

6'-0"

MAX

MAX

6'-0"

M A

X

M A

X

1'-0"

1'-8"

1'-8"

1'-0"

34TYP

TYP

L

S-347A

B

S-341A

TYP

TYP

TYP

TYP

A

S-340A

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

K

S-347A

S-345A

H

S-343A

F

S-342A

E

TYP

TYP

MAX

4'-0"

TYP

TYP

32 TYP

TYP

TYP

TYP

TYP

TYP

TYP

10. TOC EL 46.33

9. STL BM TO CONC WALL CONN SEE A5/S-812A

8. CONC COL SEE D1/S-540A

7. CONC CORBEL SEE A4/S-541A

BY CRANE MFR

6. OVERHEAD BRIDGECRANE RUNWAY SYSTEM

5. HSS 6x4x3/16" BRCG

4. CRANE RUNWAY BM TO WALL CONN SEE C1/S-813A

SEE C3/S-817A

3. TRUSS TO WALL LEDGER AT RAKED WALL

2. 3" ROOF DECK SEE GENERAL SHEET NOTES

1. 1 1/2" ROOF DECK SEE GENERAL SHEET NOTES

20. COLUMN TO BEAM CONN SEE C5/S-818A

19. EQUIPMENT ROOF HATCH

18. RIDGE CONNECTION SEE D3/S-813A

17. OPEN WEB STL TRUSS

16. COLD FORMED STL TRUSS

BEAM SHIPPING SEE A2/S-814A

BETWEEN SUPPORTS AS REQUIRED FOR

15. HSS BEAM SPLICE LOCATE AT 1/4 POINT

14. T.O. STL BM EL 46.33

13. TOC WALL EL 56.83

12. TOC BM EL 37.00

11. TOC WALL EL 55.00

OUTRIGGERS SEE A5/S-817A

29. CONT BENT PL CONN TO ROOF TRUSS AND

28. ROOF AT SIDE WALL EXPANSION JT SEE A3/A-812A

SUBMITTAL AND ROOF DESIGN

MUST BE COORDINATED WITH APPROVED MECH

27. EXAUST STACK GUY WIRE ATTACHMENT POINTS

BELOW SEE A4/S-813A

26. STEEL DECK TO WALL CONN AT ROOF

25. STEEL DECK TO RAKE WALL CONN SEE B1/S-814A

24. TRUSS TO WALL CONN SEE C1/S-541A

TYP BETWEEN ROOF TRUSSES

23. STEEL DECK TO WALL CONN SEE A1/S-814A

22. HSS 12x6x1/4"

21. STEEL DECK EXP JT SEE A3/A-801A

37. TRUSS TO BM CONN SEE A3/S-541A

SEE B1/S-814A SIM

36. OUTLOOKER TO WALL CONN

STEEL DECK

35. EXTEND WALL TO UNDER SIDE OF

34. DO NOT ATTACH BENT PL TO WALL

33. DECK SUPPORT D4/S-819A

32. SPLICE SEE A5/S-818A

TRUSSES

MAX 10'-0" OC CENTERED BETWEEN

RAKED WALL SEE D4/S-822A

31. STEEL DECK SUPPORT AT

30. CORNER CONN SEE A1/S-822A

4. 5-TON BRIDGECRANE LOADING PER ASCE 7-10.

EXPLICITLY CALLED OUT.

3. ALL DETAILS ARE TYPICAL EVEN IF NOT

AND CONSTRUCTION CRITERIA.

2. SEE DRAWING S-148A FOR ROOF DESIGN

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

SIM23

238 618

12697219

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

STEEL DECK & ATTACHMENT SCHEDULE

3 4

SHEET

NO PER

TYPE DEPTH

WIDTH

PANEL

THICKNESS

DESIGN

Fy (ksi)

STRENGTH

MIN YIELD

(lbs/ft)

CAPACITY

SHEAR

DIAPHRAGM

MIN

FINISH

AT SIDELAPS

G-90

GALV,

5003818 GA36"1.5"

DECK

ROOF

TYPE TYPE TYPE SPACINGSPACING

0.3270.318

SUPPORTS

AT PARALLEL

SUPPORTS

AT PERPENDICULAR

S (in /ft)

MIN (+)

I (in /ft)

MIN (-)

SCREW

#12 TEK

SCREW

#12 TEK

SCREW

#12 TEK

NOTES:

COMPONENT AND CLADDING ROOF PRESSURE

AREA

ROOF

ZONE 1

NEGATIVE

ZONE 2

NEGATIVE

ZONE 3

NEGATIVE

ALL ZONES

POSITIVE

<10 FT

EFF. AREA

-69.4 PSF

-107.7 PSF

-150.8 PSF

25 FT

EFF. AREA

-67.5 PSF

50 FT

EFF. AREA

-66.1 PSF

-64.6 PSF

>100 FT

EFF. AREA

-98.2 PSF

-139.4 PSF

-91.0 PSF

-130.7 PSF

-83.8 PSF

-122.1 PSF

50.3 PSF 46.5 PSF 43.6 PSF 40.7 PSF

3 3 3 322

2A

2A

2A

2 3

3 2 3 3 2 3

10'-4"

10'-4" 10'-4"10'-4"10'-4"

10'-4"

10'-4"

'-4

10'-4"

10'-4"

'-4

-118.4 PSF

ZONE 2A

NEGATIVE

GENERAL SHEET NOTES

SHEET KEYNOTES

= III

= 147 MPH

CONNECTIONS ARE ALLOWED PER APPROVAL OF STRUCTURAL ENGINEER.

MANUFACTURER'S STANDARD SIDELAP CONNECTION OR OTHER SIDELAP

DECK SCHEDULE NOTE:

G-90

GALV,

7003318 GA24"

DECK

ROOF

1.4300.6883"

WELD

PUDDLE

5/8" 12"

WELD

PUDDLE

5/8"

WELD

PUDDLE

5/8"

ROOF TRUSS NOTES:

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:2

B L

D G

P -5

U -S -1

A .d g n R O

O F P

R E

S S

U R

E S D

IA

G R

A M A

N D N

O T

E S

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-148A

NTS

SUBMIT ANY ALTERNATIVE MANUFACTURER'S SPECIFIC CONNECTIONS FOR ENGINEER'S REVIEW.

AND VERIFIED BY ROOF TRUSS MANUFACTURER'S REGISTERED ENGINEER. MANUFACTURER SHALL

12. UPLIFT LOAD, CONNECTIONS, TRUSS MEMBERS, BOUNDARY MEMBERS, ETC. SHALL BE DESIGNED

BRACING SHALL EXTEND TO WALLS.

RECOMMENDED BY THE TRUSS MANUFACTURER, UNLESS SPECIFICALLY INDICATED OTHERWISE.

MANUFACTURER’S STANDARDS. PERMANENTLY BRACE BOTTOM CHORDS AT SPACING

TRUSS BRIDGING, BOTTOM CHORD BRACING, AND OTHER ACCESSORIES SHALL BE PER THE 11.

PLATE. CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER.

FOR ALL TYPES OF TRUSSES, BLOCKING MEMBERS, AND FASTENERS TO DECK AND WALL TOP

SUBMIT CALCULATIONS, PRODUCT DATA, MATERIAL PROPERTIES, CONNECTION DETAILS, ETC., 10.

DRAWINGS AND SUBMITTED FOR REVIEW.

CAMBER TRUSSES FOR DEAD LOAD DEFLECTION. CAMBER SHALL BE SHOWN ON THE SHOP 9.

THE TRUSS SPAN LENGTH.

TRUSSES SHALL BE DESIGNED FOR A TOTAL LOAD MAXIMUM DEFLECTION OF L/240, WHERE L IS 8.

TO REDUCE WIND UPLIFT LOADS.

MECHANICAL, ELECTRICAL, SUPERIMPOSED, AND MISCELLANEOUS LOADS SHALL NOT BE USED 7.

ZONE 2

NEGATIVE

ZONE 3

NEGATIVE

<10 FT

EFF. AREA

-203.6 PSF

20 FT

EFF. AREA

2 50 FT

EFF. AREA

2 2>100 FT

EFF. AREA

-189.2 PSF -165.3 PSF -146.1 PSF

COMPONENT AND CLADDING OVERHANG PRESSURE

AREA

OVERHANG

-131.7 PSF

OPERATIONS TREATMENT

PORTION PORTION

ZONES SHOWN, NOT INCLUDING OVERHANGS

4. NEGATIVE PRESSURES ACT AWAY FROM SURFACE.

3. POSITIVE PRESSURES ACT TOWARDS SURFACE.

2. ULTIMATE PRESSURES NOTED ARE GROSS VALUES.

PARITALLY ENCLOSED BUILDING CLASSIFICATIONC.

RISK CATEGORYB.

ULTIMATE WIND SPEEDA.

1. ULTIMATE PRESSURES SHOWN BASED ON:

6"

8"

8"

3. ALL DETAILS ARE TYPICAL EVEN IF NOT EXPLICITLY CALLED OUT.

INDEPENDENT FROM ROOF SYSTEM OF TREATMENT PORTION.

2. ROOF SYSTEM OF OPERATIONS PORTION OF BUILDING MUST BE STRUCTURALLY

1. FOR GENERAL STRUCTURAL NOTES, SEE DRAWING G-005A AND G-006A.

ADDITIONAL PANEL POINTS AT CONCENTRATED LOAD LOCATION AS REQUIRED.

SUPPORT OF THEIR EQUIPMENT TO THE STRUCTURE. TRUSS MANUFACTURER SHALL PROVIDE

EQUIPMENT SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE VERTICAL AND LATERAL 6.

REQUIREMENTS PRIOR TO TRUSS FABRICATION.

CONTRACTOR SHALL VERIFY AND COORDINATE EQUIPMENT WEIGHTS, LOCATIONS, AND ATTACHMENT5.

AND ANY LOADS FROM THE CONTRACTOR’S OPERATION.

DESIGN, WHICH WOULD BE INCLUDED IN COMMON PRACTICE, INCLUDING LOADS FROM EQUIPMENT

SHALL BE REVIEWED AND ANY DEAD LOADS INFERRED BY THE PLANS SHALL BE INCLUDED IN THE

BE CONSTRUED TO BE ALL THE DEAD LOAD LOADS THAT COULD BE ON THE MEMBERS. THE DRAWINGS

THE SUPERIMPOSED ROOF DEAD LOADS INDICATED ARE A MINIMUM DESIGN LOAD BUT SHALL NOT4.

REFER TO CS101A FOR AT/FP SETBACK.

EXPLOSIVE WEIGHT I AND II PER UCF 4-010-01.

AT/FP BLAST LOADING: ROOF CONSTRUCTION MUST BE DESIGNED FOR

WIND LOADS: SEE DESIGN CRITERIA ON G-005A AND COMPONENT AND CLADDING PRESSURE DIAGRAM.

REACTIONS FROM EXAUST STACK GUY WIRES SUPPORTS.F.

= 10 PSF(BOTTOM CHORD)MISCELLANEOUSE.

ANY PANEL POINT (BOTTOM CHORD)

= 5 PSF AND 500LBS POINT LOAD AT MECH/ELEC/PIPINGD.

= 2 PSF (TOP CHORD)RIGID INSULATIONC.

= 5 PSF (TOP CHORD)STEEL DECKB.

= 7 PSF (TOP CHORD)ROOFINGA.

SUPERIMPOSED ROOF DEAD LOAD

= 20 PSFSUPERIMPOSED ROOF LIVE LOAD

TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE FOLLOWING LOADS:3.

WITH THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.

OPEN WEB STEEL TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE2.

ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE AMERICAN IRON AND STEEL INSTITUTE.

COLD FORMED STEEL ROOF TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN1.

239 618

12697220

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

LOWER TRENCH PLAN

8" 8" 8" 8" 8" 8" 8"

13'-1" 6'-5" 11'-4" 10'-1" 11'-4" 10'-0" 9'-8"

4'-8"2'-0"4'-8" 4'- 1/2 "2'-0"4'- 1/2 " 4'-8"2'-0"4'-8" 4'-0"2'-0"4'-0" 3'-11"5'-9"

121'-2"

10'-3" 7'-6" 7'-4" 7'-4" 6'-0"

8" 8" 8" 8"

1'-8"

8'-10" 4'-0"

10"

40'-4"

E

S-342A

E

S-342A

G

S-344A

G

S-344A

GENERAL SHEET NOTES

SHEET KEYNOTES

6 TYP OF 11

TYP OF 47

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:1

B L

D G

P -5

U -S -1

A .d g n

L O

W E

R T

R E

N C

H P

L A

N

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-149A

2'-2 1/2 "

2'-0"

2'-2 1/2 "

3'-6"2'-0"3'-7"4'-0"

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

1'-10"

1'-10"

A3

S-542A

12. WALL VERT CONST JT SEE B3/S-801A

11. 1'-8" CONC WALL W/ #6@12" EW EF

10. SLAB CONST JT SEE D3/S-801A

SUMP INCLUDING WALLS AND CURBS

EXTEND COATING 3'-0" ABOVE BOTTOM OF

9. LIMITS OF CHEMICAL RESISTANT COATING

8. TOC LP EL 28.58

7. TOC HP EL 28.98

6. TOC SUPPORT WALL EL 23.00

5. PLACE CONC WALL CONT OVER TRENCH

W/ NO COVER

4. PRE-SLOPED HDPE CAST IN TRENCH

SEE C1/S-820A

3. 4'-0" DEEP SUMP W/ FRP GRTG W/ GS-3 SUPPORT

2. TRENCH LP

1. TRENCH HP

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-005A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

12 TYP

240 618

12697221

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/4"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:4

B L

D G

P -5

U -S -1

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-150A

S-349A

P

S-349A

UPPER LEVEL TANKS PLAN

1 10 2 3

3/4" = 1'-0"

2'-11"

20'-10"

2'-11"

CL OF TANK

CL OF TANK

3'-6"

2'-0"

2'-0" 2'-0"

6 6

U P

P E

R L

E V

E L T

A N

K S P

L A

N

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-005A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

7. TOC EL 27.50

RISERS

AND STAIRS 2 T @ 11" = 1'-10" WITH 3 EQL SP

6. PRE-ENGINEERED FRP PLATFORM, RAILING

5. TOC EL 28.00

4. TOC EL 39.54

3. ALUM SHIPS LADDER SEE A4/S-821A

POST ANCHORAGE, SEE A3/S-817A

2. ALUM RAILING SEE C4/S-816A WITH TYPE "A"

1. 1'-0" WIDE x 1'-6" DEEP THICKENED EDGE

6'-4" 2'-0"

241 618

12697222

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

GENERAL SHEET NOTES

SHEET KEYNOTES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/1

/2

:3

:3

B L

D G

P -5

U -S -1

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-151A

PLAN AT ELEVATION 50.83

1 10 2 3

3/4" = 1'-0"

P L

A N A

T E

L E

V A

T

IO

N

.8

4'-0"17'-4 1/4 "4'-0"

D

S-341A

D

S-341A

TYP

BM 12

B M

B M

5 TYP

TERMINATE WITH 90° HOOK

5. EXTEND BM REINF INTO WALL AND

4. TOC EL 50.84

3. CONC EQUIP PAD SEE C1/S-805A

2. SAFETY CHAIN SEE B5/S-818A

POST ANCHORAGE, SEE A3/S-817A

1. ALUM RAILING SEE C4/S-816A WITH TYPE "A"

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-005A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

242 618

12697223

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

License Number F-0699 27604 Tel: 919-875-4311

Suite 214 Raleigh, NC 3120 Highwoods Blvd, 09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

GENERAL SHEET NOTES

SHEET KEYNOTES

SHEET S-142A

EL VARIES SEE

TOC EL 54.59

TOC EL 33.00

TOC EL 43.33

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:5

C T

IO

N

ALFRK POR

1311985

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-340A

3 TYP

/4 C

L R

/4 C

L R

10 5TYP 2

1'-0"2'-0"1'-0"

1.5

LAP

1 10 2 3 4 5 6 7

3/8" = 1'-0"

A

SECTION

3/8"=1'-0"

S-145A

S-145A

S-146A

S-147A

LAP

L A

P

LAP

LAP

LAP

L A

P

M

IN

M

IN

M

IN

DWG S-142A

TOC EL SEE

DWG S-146A

TOC EL SEE

OPENINGS SEE S-344A.

3. SPANDREL REINF ABOVE WALL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

15 14

TYP

SIM

TYP

TYP 14

17. #5 @12"

16. 2 - #6 ADDL CONT AT TOP OF WALL

15. #7@6" EW, TOP AND BOTTOM

14. WALL BASE CONST SEE A3/S-803A

13. SLAB CONST JT SEE C3/S-801A

C5/S-541A AND A2/S-541A

12. TOP OF NON-BEARING WALL SUPPORT SEE

11. 6" CONC SLAB W/ #5@12" EW CTRD IN SLAB

10. BEAM/WALL CONN SEE A1/S-813A

9. #7@6" EW EF

SEE S-145A FOR ADDL REINF

8. 8" CONC SLAB W/#6@12" EW T&B

7. 8" NON-BEARING CMU WALL SEE A1/S-810A

6. 12" CMU BEARING WALL SEE A1/S-810A

5. W8x15 HOIST BEAM

4. 1'-10" CONC SLAB W/ #7@6" EW T&B

SEE C1/S-803A

3. PC CONC PILE TO SLAB CONNECTION

2. 1'-0" CONC WALL W/ #6@12" EW EF

1. 3- #8 EQL SP EXTEND LAP LENGTH PAST OPNG

LAP

L A

P

243 618

12697224

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

SECTION

B

3/8"=1'-0"

SECTION

C

3/8"=1'-0"

SECTION

D

3/8"=1'-0"

6 1

GENERAL SHEET NOTES

SHEET KEYNOTES

12 12

/4

C L

R

/4

C L

R

S-142A

SEE DWG S-142A

TOC EL VARIES

SEE DWG S-142A

TOC EL VARIES

TOC EL 43.33

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:3

B L

D G

P -5

U -S -3

A .d g n

S E

C T

IO

N S

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-341A

LAP

S-146A, S-151A

S-142A, S-145A

1 10 2 3 4 5 6 7

3/8" = 1'-0"

LAP

TYP

TYP

TYP

M

IN

DWG S-142A

TOC EL SEE

DWG S-146A

TOC EL SEE

DWG S-151A

TOC EL SEE

S-146A, S-147A

S-142A, S-145A

OPENINGS SEE S-344A.

3. SPANDREL REINF ABOVE WALL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

DWG S-147A

TOC BM EL SEE

LAP

L A

P

13 14

RESIST 3.0K ALLOWABLE UPLIFT FORCE

TRUSS TO LEDGER ANGLE CONN TO

27. ROOF TRUSS LEDGER C3/S-817A SIM

ALLOWABLE UPLIFT CAPACITY

26. ROOF TRUSS TO CONC BEAM CONN W/ 3.0K

25. SEE 3/A-440A FOR ENCLOSURE CONST

ANCHORS APPROVED FOR RATED SPACE

SECURE SUPPORT TO CONC W/ MECH

24. HVAC STACK SUPPORT BY OTHERS

23. 10" CONC SLAB W/ #6@12" EW T&B

4" FROM CONC SLAB AND CONC BEAM

#3 CLOSED COL TIES @ 8" PROVIDE ADDL TIES

22. 1'-4" CMU COL W/ 4- #5 VERT REINF IN EACH CELL

21. PC CONC PILE TO SLAB CONN SEE C1/S-803A

20. WALL BASE CONST SEE A3/S-803A

19. #5 @12"

18. WALL EXP JT SEE C3/S-540A

17. 8" CONC WALL W/ #5@12" EW EF

16. 8" CONC SLAB W/ #6@12" EW T&B

15. 2- #5 HK INTO CONC BM

HEIGHT TO MATCH BM03 TOP REINF

14. PROVIDE MATCHING VERT WALL REINF FULL

13. CONC BM

12. 12" CONC

11. #5x10" @ 32" COPING PIN

10. ALUM RAILING

9. 2- #5 AT T.O. CMU WALL

8. 3- #8 EQL SP EXTEND LAP LENGTH PAST OPNG

CMU VERT REINF

7. #6@8" DOWELS LAP 3'-0" W/

6. HORIZ JOINT REINF @16"

5. #6@16"

PCC2 PER SPECIFICATION 04 20 00

WITH DOUBLE PITCHED TOP

4. PC CONC COPING 6"x10"x16"

3. 1'-6" CONC SLAB W/ #6@12" EW T&B

2. 1'-10" CONC SLAB W/ #7@6" EW T&B

1. 8" CMU WALL SEE A1/S-810A

244 618

12697225

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

1/4"=1'-0"

GENERAL SHEET NOTES

S-149A

S-144A, S-147A

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:4

C T

IO

N

ALFRK POR

1311985

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-342A

SEE SECTION G/S-344A

SEE SECTION F/S-343A

0 4 8 12

1/4"=1'-0"

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

245 618

12697226

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/8"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

16 5 17

TOC EL 39.83

SEE DWG S-144A

TOC EL VARIESTOC EL 27.00

SEE DWG S-144A

TOC EL VARIES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:3

C T

IO

N

ALFRK POR

1311985

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-343A

2'-6"

M

IN

M

IN

LAP

C L

R

1 10 2 3 4 5 6 7

3/8" = 1'-0"

DWG S-147A

TOS EL SEE

TYP

LAP LAP

LAP

TYP

NOTE 3

TOC EL 45.10

COORDINATED WITH BRIDGE CRANE SUBMITTAL.

3. CONCRETE COLUMN ELEVATION MUST BE

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

S-342A

S-144A, S-147A

21. TRUSS/ WALL CONN SEE C3/S-817A

20. 2'-6" CONC WALL W/ #7@6" EW EF

19. PC CONC PILE SEE C1/S-803A

18. 1'-10" CONC SLAB W/ #7@6" EW T&B

SEE C3/S-542A

17. HSS BEAM TO CRANE RUNWAY BEAM CONN

16. HSS BEAM TO WALL CONN SEE A1/S-542A

15. SEE S-147A AND S-148A FOR ROOF ASSEMBLY

14. NOT USED

13. NOT USED

12. WALL BASE CONST SEE A3/S-803A

A2/S-540A FOR PIER AT COL TYP OF 4

11. 12" CONC WALL W/ #6@12" EW EF SEE

10. COL BEAM CONN SEE A3/S-541A

9. HSS 12x6x1/4"

8. HSS 6x4x1/2"

7. COL BASE TYPE "B" SEE C1/S-812A

6. 1'-10"x1'-10" CONC COL

5. HSS 6x4x3/16" BRACE

4. 12" CONC WALL W/ #6@12" EW EF

3. SLAB CONST JT SEE C3/S-801A

2. 10" CONC SLAB W/ #5@12" EW T&B

1. 8" CMU BEARING WALL SEE A1/S-810A

246 618

12697227

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/8"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

SEE DWG S-149A

TOC EL VARIES

5'-3"

2'-6"6"

SEE DWG S-144A

TOC EL VARIES

T.O. OPNG EL 47.00

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:2

C T

IO

N

ALFRK POR

1311985

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-344A

TYP

3'-6" 1'-0"1'-0"

NOTE 2

T.O. CORBEL EL 45.10

TOC EL 16.00

LAP

LAP

LAP EMBEDMENT

LENGTH

S-149A, S-342A

S-144A, S-147A 1 10 2 3 4 5 6 7

3/8" = 1'-0"

M

IN

M

IN

TYP

M

IN

TYP

LAP

L A

P

15. 1'-0" CONC WALL W/ #6@12" EW EF

14. #6@12" ABOVE OPNG

13. WALL BASE CONST SEE A3/S-803A

12. CONC FILL AFTER PUMP CAN INSTALLATION

11. CONC ENCASEMENT SEE C1/S-804A

10. 1'-10" CONC WALL W/ #7@6" EW EF

9. 1'-10" CONC SLAB W/ #7@6" EW T&B

8. CONC SLAB W/ #7@6" EW T&B

7. 1'-10" CONC SLAB W/ #6@6" EW T&B

MATCHING DWL IN SLAB WHERE NO OPNG

6. 1'-0" CONC WALL W/ #6@12" EF PROVIDE

5. 1'-0" CONC WALL W/ #6@12" EW EF

4. 3- #8 EQL SP EXTEND LAP LENGTH PAST OPNG

3. CONC CORBEL A4/S-541-A

2. PC CONC PILE SEE C1/S-803A

1. #6@12" SPANDREL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

COORDINATED WITH BRIDGE CRANE SUBMITTAL.

2. CONCRETE CORBEL ELEVATION MUST BE

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

247 618

12697228

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/8"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

TOC EL 39.83

SEE DWG S-143A

TOC EL VARIESTOC EL 27.00

SEE DWG S-143A

TOC EL VARIES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:4

C T

IO

N

ALFRK POR

1311985

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-345A

2'-6"

M

IN

M

IN

1 10 2 3 4 5 6 7

3/8" = 1'-0"

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

TOC EL 27.67

DWG S-147A

TOC EL SEE

LAP

S-143A, S-147A

LAP

LAP

15. 2- #6 ADDL CONT AT T.O. WALL

14. #4@8" TYP ABOVE SIM OPNG IN WALL

PAST OPNG

13. 3- #8 T&B EQL SP EXTEND LAP LENGTH

12. 2'-6" CONC WALL W/ #7@6" EW EF

11. 1'-10" CONC SLAB W/ #7@6" EW T&B

10. HSS BEAM TO WALL CONN SEE A1/S-542A

9. SEE S-147A AND S-148A FOR ROOF ASSEMBLY

8. PC CONC PILE SEE C1/S-803A

7. WALL BASE CONST SEE A3/S-803A

6. 1'-8" CONC WALL W/ #6@12" EW EF

5. HSS 6x4x3/16" BRACE

4. 1'-0" CONC WALL W/ #6@12" EW EF

3. SLAB CONST JT SEE C3/S-801A

2. 10" CONC SLAB W/ #5@12" EW T&B

1. 1'-10" CONC SLAB W/ #7@6" EW T&B

248 618

12697229

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

J

3/8"=1'-0" S-144A

GENERAL SHEET NOTES

SHEET KEYNOTES

SEE DWG S-144A

TOC EL VARIES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:3

C T

IO

N

ALFRK POR

1311985

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-346A

TOC EL 17.50

1'-0"27'-0"1'-0"

1'-10"2'-0"

1'-4"

LAP LAP

1 10 2 3 4 5 6 7

3/8" = 1'-0"

M

IN

M

IN

M

IN

7 SIM

TYP

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

8. PC CONC PILE SEE C1/S-803A

7. WALL BASE CONST SEE A3/S-803A

6. 1'-0" CONC WALL W/#6@12" EW EF

5. 1'-0" CONC WALL W/ #6@12" EW EF

4. 1'-10" CONC SLAB W/ #7@6" EW T&B

3. NOT USED

2. CONC FILL AFTER PUMP CAN INSTALLATION

AWAY FROM PUMP CAN BLOCKOUT

1. MATCH REINF BOTH SIDES OF TRENCH

249 618

12697230

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

K

3/8"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

SECTION

L

3/8"=1'-0"

SEE DWG S-142A

TOC EL VARIES

SEE DWG S-142A

TOC EL VARIES

TOC EL 36.33

TOC EL 45.00

TOC EL 36.67

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:5

B L

D G

P -5

U -S -3

A .d g n

S E

C T

IO

N S

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-347A

CONCRETE REINFORCMENT

SEE SECTION B/S-341A FOR

TOC EL 36.67

1 10 2 3 4 5 6 7

3/8" = 1'-0"

DWG S-147A

TOC EL SEE

M

IN

M

IN

DWG S-146A

TOC EL SEE

DWG S-147A

TOC EL SEE

OPENINGS SEE S-344A.

3. SPANDREL REINF ABOVE WALL

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

LAP

L A

P

S-142A, S-147A

S-147A

S-142A, S-145A

LAP

11. SEE S-147A FOR ROOF CONST DETAIL

RESIST 3.0K ALLOWABLE UPLIFT FORCE

10. ROOF TRUSS TO LEDGER ANGLE CONN TO

3.0K ALLOWABLE UPLIFT CAPACITY

9. ROOF TRUSS TO CONC BEAM CONN W/

8. WALL BASE CONST SEE A3/S-803A

7. #5@12"

6. 3- #8 EQL SP EXTEND LAP LENGTH PAST OPNG

5. FOR CONC REINF SEE SECTION B/S-341A

4. 6" CONC SLAB W/ #6@12" EW CTRD IN SLAB

3. #5@24"

2. #4@8"

1. SLAB CONST JT SEE C3/S-801A

250 618

12697231

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/8"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

SECTION

N

3/8"=1'-0" S-144A

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:2

B L

D G

P -5

U -S -3

A .d g n

S E

C T

IO

N S

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-348A

5'-9" 1'-0" 3'-6" 1'-0" 1'-6"

1'-0"

SEE SHEET S-142A

TOC EL VAIRES

SEE SHEET S-144A

TOC EL VAIRES

LAP

1'-6"1'-0"4'-9"

1 10 2 3 4 5 6 7

3/8" = 1'-0"

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

DWG S-146A

TOC EL SEE

S-146A

S-142A, S-145A

M

IN

M

IN

LAP

14. ALUM HANDRAIL SEE A3/S-818A

STAIR CONST SEE S-440A SIM UON

13. ALUM STAIR SEE A1/S-815A

COL BASE TYPE "A" SEE C1/S-812A SIM

12. STAIR SUPPORT SEE A1/S-821A W/

11. #7@6"EW T&B

10. SEE S-344A FOR WALL REINF

9. WALL BASE CONST SEE A3/S-803A

8. CONC EQUIP PAD TYPE "E" SEE S-805A

7. CONC EQUIP PAD TYPE "K" SEE C4/S-806A SIM

6. 12" Wx6" H CONC CURB SEE D4/S-808A

5. #5@12" EW T&B

4. NOT USED

3. NOT USED

2. 1'-0" CONC WALL W/ #5@12" EW EF

1. SEE TANK PAD C1/S-807A FOR TYP REINF

251 618

12697232

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

C L

R

GENERAL SHEET NOTES

SHEET KEYNOTES

SECTION

P

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:1

B L

D G

P -5

U -S -3

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-349A

1"=1'-0"

4 5

S E

C T

IO

N

0 1 2 3

1"=1'-0"

DWG S-150A

TOC EL SEE

9. TYP WALL REINF NOT SHOWN

ABOVE ELEVATED SLAB

8. PROVIDE CMU VENEER LEDGER SUPPORT

7. ALUM SHIPS LADDER SEE A4/S-821A

6. SLAB CONS JT SEE C3/S-801A

5. #6@12" EW

4. #4@8"

3. 2- #6 T&B

SLAB EDGE

TOP OF TANK INTEGRAL W/ RAILING AT

2. ALUM RAILING ON EITHER SIDE OF STEPS TO

RAILING AND STAIRS

1. PRE-ENGINEERED FRP PLATFORM,

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

S-143A, S-150A

LAP

DWG S-150A

TOC EL SEE

252 618

12697233

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/8"=1'-0"

ENLARGED STAIR PLAN

3/8"=1'-0"

N

ENLARGED STAIR FOUNDATION PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:1

B L

D G

P -5

U -S -4

A .d g n

E N

L A

R G

E D S

T A

IR

P

L A

N S

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-440A

1 10 2 3 4 5 6 7

3/8" = 1'-0"

1 10 2 3 4 5 6 7

3/8" = 1'-0"

12'-0"

12'-8"7'-0"

1'-0"

17 TREADS @ 11" = 15'-7" 11" 11"

18 EQL SP RISERS

6 EQL SP RISERS

5 TREADS @ 11" = 4'-7"

4'-7"

8'-6"

C5

S-540A

11TYP

TYP

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

11. ALUM STAIR W/ FULL RISER PLATE SEE A1/S-815A

POST ANCHORAGE SEE C1/S818A

10. ALUM RAILING SEE A1/S-817A WITH TYPE "D"

9. 1'-6" x 1'-0" WIDE CONCRETE BEAM

8. STAIR SUPPORT SEE A1/S-821A

7. T.O. GRTG EL 37.50

6. TOC HP EL 41.00

5. TOC LP EL 40.94

4. TOC HP EL 27.00

3. TOC LP EL 26.94

2. 1/2" PJF

POST ANCHORAGE SEE A3/S-817A

1. ALUM RAILING SEE A4/S-816A WITH TYPE "A"

S-348A

S-145A

S-142A

S-348A

S-145A

S-142A

253 618

12697234

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

3/8"=1'-0"

ENLARGED STAIR PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:5

B L

D G

P -5

U -S -4

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-441A

1 10 2 3 4 5 6 7

3/8" = 1'-0"

A1

DETAIL

1 1/2"=1'-0" S-441A

A3

DETAIL

1 1/2"=1'-0" S-441A

A4

DETAIL

1 1/2"=1'-0" S-441A

B3

DETAIL

1 1/2"=1'-0" S-441A

B5

DETAIL

1 1/2"=1'-0" S-441A

D3

DETAIL

1 1/2"=1'-0" S-441A

D4

DETAIL

1 1/2"=1'-0" S-441A

HSS STRINGER

1" CLR FROM WALL UNO

HSS STRINGER

L 2 1/2x2 1/2x1/4

STEEL DECK SUPPORT

L 2x2x1/4x0'-9"

STEEL PAN SUPPORT

PL 3/4" x 11" x 1'-0"

1/8 3/16

(1/4)

5/16

1/4

1/4

PL 3/4" x 9" x 1'-0"

L 4 x4 x5/16x0'-7"

6" MIN EMBED TYP OF 4

3/4" DIA H.A.S. W/

6" MIN EMBED TYP OF 4

3/4" DIA H.A.S. W/

/2 T

Y P

HSS 8x3 3/16

CJP

CJP

PL BEYOND

1/2" CAP

HSS 12x3

HSS 12x3

HSS 12x3

HSS 8x3

CJP

CJP

HSS 12x3

HSS 8x3

HSS 12x3

HSS 12 STRINGER

D4

S-441A

D4

S-441AS-441A

D3

D3

S-441A

10 EQL SP RISERS

7 EQL SP RISERS

E

Q L S

P R

IS

E R

S

3'-8"6 TREADS @ 11" = 5'-6" 1'-3"11"

T

3'-8"1'-1"9 TREADS @11" = 8'-3"

CJP

E N

L A

R G

E D S

T A

IR

P

L A

N A

N D D

E T

A

IL

S

C5 S-441A1 1/2"=1'-0"

DETAIL

1/4

RAILING POST

HSS 12X3

TYP

SIM

D3

S-441A

NOT SHOWN

CONC TOPPING

STEEL DECK AND

A3

S-441A

PL BEYOND

1/2" CAP

L 2 1/2x2 1/2x1/4

SUPPORT

STEEL DECK

3 SIDES

3 SIDES

SEE D4/S-441A

L 4x4x1/2

1'-0" 1'-0"11" TYP

TYP OF 3 SEE D4/S-441A

EMBEDED PL BEYOND

5/16

L 4x4x1/2x 4'-8"

CONC TOPPING

STEEL DECK W/

/2 T

Y P

L 2 1/2x2 1/2x1/4

STEEL DECK SUPPORT

4x4-W 2.9x2.9 REINF TYP

FLOOR DECK W/

1.5C 22 NON-COMPOSITE

1"

CONC WALL

11. STEEL DECK SPAN

10. STAIR BOTTOM CONN SEE D1/S-816A SIM

POST TO STRINGER CONN SEE C5/S-441A

9. STEEL RAILING SEE A1/S-809A

8. STEEL HANDRAIL SEE C3/S-809A

7. TOP OF STAIR CONN A4/S-441A

SIM UON ON THIS DWG

6. CONC FILLED METAL PAN STAIR A1/S-816A

5. EMBEDED WALL PL SEE B3/S-441A

4. STRINGER TO STRINGER CONN SEE B5/S-441A

3. STRINGER TO STRINGER CONN SEE A1/S-441A

2. HSS 8x3x5/16 STRINGER

1. HSS 12x3x5/16 STRINGER

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

S-146A

S-145A

S-142A

254 618

12697235

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 10 MARCH 2009

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

ENGINEER-SURVEYOR, LTD.

Raleigh, NC 27604

Tel: 919-875-4311

License Number F-0699

09-30-2017Expires

R e g s te re fe s al n ie r (S t r c tu r l)FIRTH

ALEX LANE

52686 u a i d

P ro sion E gn e

.A.S.U ,ANOZI

RA

ON

ETACIFITRE

D

D1

DETAIL

1"=1'-0"

B1

DETAIL

1"=1'-0"

C2

DETAIL

1"=1'-0"

C3

DETAIL

1"=1'-0"

1'-0"

1'-0"4"

SQ

1'-10"

B3

DETAIL

1"=1'-0"

10"

LAP

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:3

T A

IL

S

ALFRK POR

1311985

B L

D G

P -5

U -S -5

A .d g n

S T

R U

C T

U R

A L

O P

E R

A T

IO

N S A

N D T

R E

A T

M E

N T B

U

IL

D

S-540A

CONCRETE SLAB STEEL SEEP RING

WATERSTOP

HYDROPHILLIC

ELEVATOR JACK

STEEL CASING FOR

D5

DETAIL

1/2"=1'-0"

C5

DETAIL

1/2"=1'-0"

L A

P

OF BEAM

3- #5 T&B

BEAM SIM TO C3/S-801A

PROVIDE KEYWAY FOR

C3/S-801A FOR KEYWAY

2" CLR TO TOP REINF SEE

8" CONC SLAB W/ #5@12" UON

WALL

REINF INTO

AND SLAB

HOOK BEAM

A1

DETAIL

1"=1'-0"

SQ

1'-0"

1'-0" 1'-0"

LAP

REINFORCING

TYP SLAB

#3@6" SEE A5/S-803A

12- #8

1 1/2 " CLR

#6@12"

#3@6"

1" EXPANSION JOINT NOTE 1

NOTE:

#3@12" SEE A5/S-803A

8- #6

A2 1"=1'-0"

DETAIL

10"

1'-0"

TYPICAL WALL REINF

RECESSED FLOOR

L A

P T

Y P

L A

P T

Y P

#3@6", TYP

DOWELS AT SLAB

8- #6 W/ MATCHING

#6@12" EW EF

TYP. NOTE 1

#6 VERT EQL SP,

NOTE:

1. PROVIDE MATCHING DOWELS AT SLAB

WITH BRIDGE CRANE SUBMITTAL

NOTE: COORDINATE CRANE RUNWAY SYSTEM ANCHORAGE

#6, TYP

FOR CLARITY

NOT SHOWN

COLUMN BASE

#6@12" ,TYP

SEPERATION BETWEEN TWO SURFACES

COMPRESSIBLE MATERIAL TO PROVIDE PERMANENT 1" FULL HEIGHT

EXPANSION JOINT MUST BE FORMED WITH 1" STYROFOAM OR SIMILAR1.

WALL WALL

TYPICAL REINF

LAP

CLARITY

NOT SHOWN FOR

TYP WALL REINF

CLARITY

NOT SHOWN FOR

TYP WALL REINF

@ 6" TYP

#3 CLOSED TIE

B E

A M A

N D S

L A

B C

L R T

Y P A

T

A5

DETAIL

1/2"=1'-0"

NOTE:

CONCRETE. CTR ON WALL

INSTALL POST ANCHORAGE MIN 6" FROM EDGE OF2.

PER SECTION OF CHAIN

VEHICLES PERMITTED ON GRATING. PROVIDE ONE SIGN

RESTRICT ACCESS TO MAX LOADING = 100PSF. NO1.

TYP

SCH 40 PIPE,

1 1/2" DIA SST

B5/S-818A

SST CHAIN SEE

NOTE 1

NOTE 2

C3/S-818A.

TYPE "E" SEE

RAILING POST

A3

DETAIL

1"=1'-0"

1'-4"

10 - #6

SEE A5/S-803A

#3@4"

255 618

12697236

W A

T E

R T

R E

A T

M E

N T P

L A

N T R

E P

L A

C E

M E

R

R

A T

IO

N C

H E

R

IN

T

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

A

T L

A N

T

IC

R

R O

L

IN

A L

A F

A Y

E T

M P

L E

R F

O L

K

V

IR

G

IN

IA

PM/DM

P A

R T

M E

V Y

A

B

C

D

1 2 3 4 5

1 2 3…