5U6500DWG18of43.pdf

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

D

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M E

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A

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D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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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

F

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1/4"=1'-0"

CSCSCS

CS

M M M M

10RW-PMP11002

SHEET KEYNOTES

GENERAL SHEET NOTES

X

10ZS11601

10TSH11003

10TSH11002

10TSH11004

10RW-PMP1100410RW-PMP11001

10RW-PMP11003

N

SEE ES101A

FOR CONTINUATION,

DUCTBANK

SEE ES101A

FOR CONTINUATION,

DUCTBANK

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RGCMSM JG

1311985

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A L

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A T

E R P

U M

P S

T A

T

IO

N A

N D S

T R

A

IN

E R

E-110A

10PSL10501

10TSH11001

10CS11001

10CS11002

(1)

GFI

WP/ (1)

GFI

WP/

PLAN

10PSL10502

10PSL10503

10CS11003

10PSL10504

10CS11004

10ZS11602 10ZS11603 10ZS11604

C2 C2 C2

C2C2C2

(2)

(2)(2)

(2)

(2)

(2)

1/4"=1'-0"

N CANOPY LIGHTING PLAN

MATCHLINE SEE SHEET E-111A

SEE E-111A.

FOR CONTINUATION,

DUCTBANK

SEE DETAIL C1/E-802A, TYPICAL

0 4 8 12

1/4"=1'-0"

A3/E-811A

SEE DETAIL

2 , TYP

WP

GREATER THAN 75 FEET.

PROVIDE #10 CONDUCTORS FOR CIRCUITS

FOR 20A CIRCUITS LESS THAN 75 FEET.

PANELBOARDS. PROVIDE #12 CONDUCTORS

DENOTE CIRCUIT NUMBERS IN FACILITY 80

ADJACENT TO LIGHTS AND RECEPTACLES

NUMBERS SHOWN IN PARENTHESIS, (N), 2.

DIAGRAMS, DWGS E-610A, E-611A.

REQUIREMENTS NOT SHOWN, SEE CABLE BLOCK

FOR ALL CONDUIT AND CONDUCTOR 1.

MOUNT LIGHT SWITCH ON STEEL COLUMN. 3.

DURING CONSTRUCTION.

OTHER TRADES TO AVOID CONFLICTS

AFF, COORDINATE FINAL LOCATIONS WITH

ALL LUMINAIRES SHALL BE SUSPENDED 11'-0" 2.

CONDUIT TO EACH DEVICE AS SHOWN.

ROUTE DUCTBANK UNDER SLAB, THEN ROUTE1.

10RW-ARV60101

10RW-ARV60102

10RW-ARV60103 10RW-ARV60104

10RW-ARV60105

198 618

12697179

1/4"=1'-0

Digital Signature

LA

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

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0002 ,11 YLUJ

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IN

A L

A F

A Y

E T

M P

L E

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O L

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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

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IT

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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

F

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/6 /2

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:0

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1/4"=1'-0"

CS

M M M

M

M

M

N

CS

10CS22002

CS

10LIT20500

10LE20500

10LSL22700

10LSL22600

10LSH21200

10LSHH21100

10USH22002

10USH22003

GENERAL SHEET NOTES

SHEET KEYNOTESX

10LCP31000

10PIT13000

GFI

WP/

GFI

WP/

GFI

WP/

10FIT24000

10PIT23000

10PDSH30502

10PSH30502

10PDSH30503

10PSH30503

SEE DWG E-110A

FOR CONTINUATION

DUCTBANK

SEE DWG ES101A

FOR CONTINUATION

DUCTBANK

PUMP 3

BACKWASH WATER

10BWW-PMP22003

PUMP 1

BACKWASH WATER

10BWW-PMP22001

STRAINER 1

10RW-STR31001

10BWW-FV31501

10BWW-FV31502

STRAINER 2

10RW-STR31002

10BWW-FV31503

STRAINER 3

10RW-STR31003

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T R

A

IN

E R

E-111A

(5)

GFI

WP/

10PDSH30501

10PSH30501

10PSH23500 (3)

(3)

(3)

10USH22001

TYPICAL

PUMP 2

BACKWASH WATER

10BWW-PMP22002

10FIT14000

10RW-FE14000

(5)

GFI

WP/

PLAN

10FSH35000

GREATER THAN 75 FEET.

PROVIDE #10 CONDUCTORS FOR CIRCUITS

FOR 20A OR 15A CIRCUITS LESS THAN 75 FEET.

PANELBOARDS. PROVIDE #12 CONDUCTORS

DENOTE CIRCUIT NUMBERS IN FACILITY

ADJACENT TO LIGHTS AND RECEPTACLES

NUMBERS SHOWN IN PARENTHESIS, (N), 2.

DIAGRAMS, DWGS E-610A, E-611A.

REQUIREMENTS NOT SHOW, SEE CABLE BLOCK

FOR ALL CONDUIT AND CONDUCTOR 1.

HT-BWW-1

HT-BWW-2

HT-BWW-3 HT-BWW-4

SEE DETAIL A3/E-811A, TYPICAL

TYPICAL

A1/E-802A, SEE DETAIL

TYPICAL

A1/E-802A, SEE DETAIL

0 4 8 12

1/4"=1'-0"

TYPICAL

A1/E-804A

SEE DETAIL C1/E-802A,

CONDUIT TO EACH DEVICE AS SHOWN.

ROUTE DUCTBANK UNDER SLAB, THEN ROUTE 2.

AND CONTROL STATIONS TO PUMPS.

FOR ROUTING MSC CABLES FROM DISCONNECTS

PROVIDE 2" SLEEVE THROUGH CONCRETE SLAB1.

10CS22001

10BWW-FE24000

10BWW-ARV62804

10CS22003

10BWW-ARV62803

10BWW-ARV62802

10BWW-ARV62801

10PDIT30500

10PIT30500A

10CFI-ARV3160310CFI-ARV3160210CFI-ARV31601

10PIT30500A

199 618

1/4"=1'-0

12697180

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

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480V

80MCC90000

80CP01

LVMH-3

CMH-3

[2 TYPE 3]

LVMH-4

CMH-4

JM

CS

[P36]

[C6]

[C2]

[C2]

[C2]

J

[A1] [A2][C1],[P2]

[A1]

SHEET KEYNOTESX

X

NTS

10PIT13000

10RW-FE14000

10FIT14000

10ZS1160X

10PSL1050X

10TSH1100X

10RW-PMP1100X

10CS1100X

480V

80DP90100

LVMH-3

CMH-3

LVMH-4

CMH-4

2 2

NTS

10LCP31000

J

J

J

10RW-STR3100X

10BWW-FV3150X

10FSH35000

[P3]

[3/4"C,2#12,10#14,1#12G]

FLOWMETER AND PRETREATMENT STRAINERS

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A

E-610A

[C2]

[2#14]

[1"C,3#10,1#10G]

[4"C, FIBER]

RAW WATER PUMP STATION

NTS

[C2]

208Y/120V

80LP90201

208Y/120V

80LP90201

[A3] 3[1"C,5#12,10#14,1#12G]

[A1]

[A1]

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[1"C,2#12,4#14,1#14G]

[48#14]

4 [3"C,3#3,2#12,12#14,1#8G]

[P15]

J

[P2]

[P2]

[P2]

10RW-ARV60101

PROTECTION

ARV FREEZE

10RW-ARV60102

10RW-ARV60103

10RW-ARV60104

10RW-ARV60105

10PIT30500A

10PIT30500B

X

10PDIT30500

[A1]

J

[P2]

[P2]

[P2]

10CFI-ARV60101

PROTECTION

ARV FREEZE

10CFI-ARV60102

10CFI-ARV60103

20LCP01

INSTRUCTIONS.

FREEZE PROTECTION INSTALLATION PER MANUFACTURERS3.

FOR ADDITIONAL ROUTING INFORMATION SEE DUCTBANK SCHEDULE. 2.

BLOCK DIAGRAM.

FOR ADDITIONAL INFORMATION SEE 80MCC90000 TO 80CP01 CABLE 1.

200 618

12697181

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P A

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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

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IN

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A N

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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

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

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S

O RcaM .S

NA

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SHEET KEYNOTESX

80CP01

480V

80MCC90000

CMH-3

LVMH-3

J

CS

J

M

J

J

J

J

M

M

CBD

PUMP STATION

MEMBRANE FEED

CONTINUED ON

40LCP19500

[1"C,6#12,8#14,1#12G] [C2]

[C2]

[P3]

[P3]

40SPD-PMP19502

40SPD-PMP19501

40LSLL19200

40LSL19200

40LSH19200

10FSH35000

10FIT24000 [C2]

[A1]

[C1],[P2]

[A1]

10BWW-FE24000

10PIT23000

10LSLL22700

[A2]

10LSHH21100

10LSL22600

10LSH21200

[C8]

[A1]

[A1]

10LIT20500

10LE20500

10BWW-PMP2200X

10USH2200X

10CS2200X

NTS

[A6]

F

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:2

:3

NTS

B L

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P -5

U -E -6

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E-611A

[C4]

[P3]

[12#14]

[C12]

[MSC]

[MSC]

[C1],[C2]

[C2]

J

X

BACKWASH WASTE PUMP STATION

J

[3"C,3#12,1#12G TYPE 8 12#14]

[1"C,2#12,1#12G]

HT-BWW-1

HT-BWW-2

HT-BWW-3

HT-BWW-4

[1"C, 2#12, 2#14, 1#12G]

[1"C,2#12,6#14,1#12G]

208V/120V

80LP90201[1"C, 2#12,16#14, 1#12G]

CMH-4

LVMH-4

E L E

C T

R

IC

A L

R A

W W

A T

E R P

U M

P S

T A

T

IO

N

[PD1]

[P2]

[P2]

[P2]

HT-BWW-5

[C2]

40PSH23500

40LSH19200

[C2]

[C2]

J

[P2]

[P2]

10BWW-ARV62801

10BWW-ARV62802

10BWW-ARV62803

10BWW-ARV62804

CBD.

FOR ADDITIONAL ROUTING INFORMATION, SEE 80MCC90000 TO 80CP01 2.

FOR ADDITIONAL ROUTING INFORMATION, SEE DUCTBANK SCHEDULE. 1.

[P2]

[P2]

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12697182

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ID

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IN

A L

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A Y

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L E

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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

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

10'-0"10'-0"10'-0"10'-0"10'-0"

11'-8" 10'-0" 8'-8" 10'-0" 9'-8"

10'-0"10'-0"8'-0"10'-0"12'-0"

16'-8"16'-8"16'-8"

1/4" = 1'-0"

A

S-320A

B

S-320A

PILE PLAN

C

S-320A

GENERAL SHEET NOTES

SHEET KEYNOTES

F

IL

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A M

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/6 /2

:5

:5

ALFSKR HFJ

B L

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P -5

U -S -1

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L A

N

S T

R U

C T

U R

A L

B Y

P A

S S F

IL

T E

R B

U

IL

D

S-120A

AS NOTED

0 4 8 12

1/4"=1'-0"

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

33.15 KIPS (FACTORED)B. SEISMIC BASE SHEAR

WALLS

MASONRY SHEAR

REINFORCED

INTERMEDIATE A. LATERAL LOAD RESISTING SYSTEM

2. SEISMIC DESIGN

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

TYP OF 22

N

ADDITONAL INFORMATION

2. TEST PILE SEE S-141A NOTE 13 FOR

1. PC CONC PILE TOC EL 24.33

202 618

12697183

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PM/DM

P A

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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

dengiS et a

D

1/4" = 1'-0"

FOUNDATION PLAN

A

S-320A

1 TYP

B

S-320A

C

S-320A

10'-0"32'-8"12'-0"

T Y

P

GENERAL SHEET NOTES

SHEET KEYNOTES

4'-0"

4"

3'-8"46'-8"3'-8"

4"

4'-0"

54'-8"

F

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S T

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U R

A L

B Y

P A

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T E

R B

U

IL

D

S-121A

TYP

7'-0"

TYP

7'-0"

CL TANK

D

S-520A

N

TYP OF 3

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

11. FLOOR DRAIN SEE D5/S-808A SIM

10. DRAINAGE BLOCKOUT SEE C4/S-808A

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

8. TOC EL 26.00

7. FLOOR DRAIN SEE D5/S-808A

6. TOC LP EL 25.85

5. TOC HP EL 26.00

4. TOC EL ± 27.13 COORD EL WITH EQUIP MFR

3. MCJ. D1/S-811A

2. 1'-4" CONC WALL SEE C1/S-520A

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

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PM/DM

P A

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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

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IN

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DES DRW

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A T E

A P

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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

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,

6003818 GA36"1.5"

DECK

ROOF

TYPE TYPE TYPE SPACINGSPACING

0.3270.318

SUPPORTS

AT PARALLEL

SUPPORTS

AT PERPENDICULAR

S (in /ft)

MIN (+)

S-320A

COLD FORMED STEEL ROOF TRUSS NOTES:

NOTES:

AREA

ROOF

ZONE 1

NEGATIVE

ZONE 2

NEGATIVE

ZONE 3

NEGATIVE

ALL ZONES

POSITIVE

<10 FT

EFF. AREA

-45.5 PSF

-79.2 PSF

-117.2 PSF

25 FT

EFF. AREA

-43.8 PSF

50 FT

EFF. AREA

-42.6 PSF

-41.3 PSF

>100 FT

EFF. AREA

-70.8 PSF

-107.1 PSF

-64.5 PSF

-99.5 PSF

-58.2 PSF

-91.9 PSF

28.7 PSF 25.3 PSF 22.8 PSF 20.2 PSF

3 3

3 3

3 3

3 32

2 1 2

2 1 2

I (in /ft)

MIN (-)

SCREW

#12 TEK

SCREW

#12 TEK

6"

SCREW

#12 TEK 8"

OVERHANGS: -163 PSF

4. NEGATIVE PRESSURES ACT AWAY FROM SURFACE.

3. POSITIVE PRESSURES ACT TOWARDS SURFACE.

2. ULTIMATE PRESSURES NOTED ARE GROSS VALUES.

ENCLOSED BUILDING CLASSIFICATIONC.

RISK CATEGORYB.

ULTIMATE WIND SPEEDA.

1. ULTIMATE PRESSURES SHOWN BASED ON:

ZONES, NOT INCLUDING OVERHANGS

A

S-320A

TYP

52'-8"

T Y

P

TYP

2'-8"

3'-0"

3'-0"

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

= III

= 147 MPH

CONNECTIONS ARE ALLOWED PER APPROVAL OF STRUCTURAL ENGINEER.

MANUFACTURER'S STANDARD SIDELAP CONNECTION OR OTHER SIDELAP

DECK SCHEDULE NOTE:

MAX

4'-0"

F

IL

E N

A M

E

P L

O T D

A T

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P L

O T T

IM

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/6 /2

:5

:2

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U -S -1

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O F F

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IN

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N

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P A

S S F

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T E

R B

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IL

D

S-122A

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

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

11. 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 10.

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., 9.

DRAWINGS AND SUBMITTED FOR REVIEW.

CAMBER TRUSSES FOR DEAD LOAD DEFLECTION. CAMBER SHALL BE SHOWN ON THE SHOP 8.

THE TRUSS SPAN LENGTH.

TRUSSES SHALL BE DESIGNED FOR A TOTAL LOAD MAXIMUM DEFLECTION OF L/240, WHERE L IS 7.

TO REDUCE WIND UPLIFT LOADS.

MECHANICAL, ELECTRICAL, SUPERIMPOSED, AND MISCELLANEOUS LOADS SHALL NOT BE USED 6.

(FACTORED)

COMPONENT AND CLADDING ROOF PRESSURE

TYP

BELOW

7 4

BELOW

D

S-520A

TYP

TYP

N

10. T.O. WALL EL 42.00

9. RIDGE CONN SEE D3/S-813A

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

7. TRUSS TO WALL CONN C5/S-812A

6. STEEL DECK TO WALL CONN BETWEEN ROOF TRUSSES SEE A1/S-814A

5. MASONRY RAKE WALL SEE C3/S-811A

4. STEEL DECK SUPPORT SEE B5/S-817A

3. COLD FORMED STEEL FASCIA

2. STEEL DECK SEE STEEL DECK AND ATTACHMENT SCHEDULE

1. COLD FORMED STEEL TRUSS

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 5.

REQUIREMENTS PRIOR TO TRUSS FABRICATION.

CONTRACTOR SHALL VERIFY AND COORDINATE EQUIPMENT WEIGHTS, LOCATIONS, AND ATTACHMENT4.

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 NOT3.

OUT OF PLANE FORCE AT TOP OF WALL = +/- 300 PLF (+/- 1200 LBS FOR 4'-0" TRUSS SPACING).

= +/- 1200 LBSTOP OF WALL LOAD (AXIAL LOAD)

DIAGRAM.

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

= 5 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.

= 3 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 (UNFACTORED):2.

SPECIFICATIONS OF THE AMERICAN IRON AND STEEL INSTITUTE.

TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE STANDARD1.

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P A

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A

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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

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IN

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A N

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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

5 6

SECTION

C

3/8"=1'-0"

SECTION

A

S-122A

S-120A, S-121A3/8"=1'-0"

SECTION

B

S-122A

S-120A, S-121A3/8"=1'-0" S-120A, S-121A

GENERAL SHEET NOTES

SHEET KEYNOTES

5'-0" 1'-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

:4

B L

D G

P -5

U -S -3

A .d g n

S E

C T

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N S

S T

R U

C T

U R

A L

B Y

P A

S S F

IL

T E

R B

U

IL

D

S-320A

8'-0"

L A

P

1 10 2 3 4 5 6 7

3/8" = 1'-0"

TYP

TYP

TYP

TYP

TYP

TYP

M

IN

M

IN

M

IN

M

IN

SEE DWG S-122A

T.O. WALL EL

DWG S-121A

TOC EL SEE

DWG S-121A

TOC EL SEE

DWG S-121A

TOC EL SEE

16. #6@12" EW UON

15. 5 - #6 BARS EAL SP

14. NOT USED

13. CONC WALL SEE C1/S-520A

12. #6 @12"

11. NOTE USED

10. NOT USED

9. 8 - #7 BARS EQL SP

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

7. #6@6"

6. #6@6" EW

5. HORIZ JT REINF EVERY COURSE TYP

4. #6@48" VERT W/ MATCHING DWL

3. NOT USED

2. RAKED WALL

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

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWINGS G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

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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

R T

Y P

TANK OD + 6"

C1 3/8"=1'-0"

DETAIL

1 TYP

SIM

SECTION A-A

SECTION B-B

A B

B

A

TYP

1'-10"

T Y

PL

A 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

:2

B L

D G

P -5

U -S -5

A .d g n

S T

R U

C T

U R

A L

B Y

P A

S S F

IL

T E

R B

U

IL

D

S-520A

C T

IO

N A

N D D

E T

A

IL

D 3/8"=1'-0"

SECTION

S-121A, S-122A

TYP

1 10 2 3 4 5 6 7

3/8" = 1'-0"

DWG S-121A

TOC EL SEE

DWG S-122A

T.O. WALL EL SEE

TYP A A

SIM

TYP

TYP

1'-4"

SEE D1/S-811A SIM

16. 3/8" PJF BETWEEN CONC AND CMU SURFACE

15. TYP SLAB REINF NOT SHOWN FOR CLARITY

REINFORCE AS 32" DEEP LINTEL

14. MASONRY LINTEL, SEE C3/S-810A SIM

13. 3- #6 HOOK AT ENDS

12. #4@12"

11. #6@12" EF

10. 12- #6 W/ MATCHING DOWELS

9. #4@12"

8. #4@12" CROSS TIE ALT HOOK DIRECTION

7. 1 1/2" CLR TO COL TIES

6. #5 EF

5. #6@6" HORIZ EF

4. #6@12" HORIZ EF

3. #6@12" EF VERT DWLS

2. MASONRY VENEER

1. 8" CMU

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWINGS G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

206 618

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PM/DM

P A

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M E

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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

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IN

E E

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A N

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DES DRW

S Y

M D

E S

C R

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T

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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

T E

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PM/DM

P A

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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

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A N

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C R

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T

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N D

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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

SHEET LEGEND

F-2 OCCUPANCY

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:0

A

M F

IL

E N

A M

E

3/16" = 1'-0"

LIFE SAFETY PLAN

20-101

FILTER ROOM

F.EXT-1

F.EXT-1

37'

63' a.

55’-0”, 3 STORIES

STRUCTURAL FRAME 0 HOUR

EXTERIOR BEARING WALLS 0 HOUR

INTERIOR BEARING WALLS 0 HOUR

0 HOUR

FLOORS AND CEILINGS 0 HOUR

ROOF AND CEILINGS 0 HOUR

23,000 SF PER STORY, 3 STORIES

b. IIB

& BUILDING SEPARATION EXCEPT AS MODIFIED BY UFC 3-600-01

REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT

IBC 2012: INTERNATIONAL BUILDING CODE FOR FIRE RESISTANCE

SAFETY EXCEPT AS MODIFIED IN UFC 3-600-01.

NFPA 101 LIFE SAFETY CODE, FOR BUILDING EGRESS AND LIFE

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS

c.

d.

h.

EXT & INT NON-BEARING WALLS

g.

j.

NOT APPLICABLE

NOT APPLICABLE

STANDARDS

APPLICABLE CODES AND

24'-0", 1 STORY

(IBC:TABLE 602)

FIRE SEPARATION REQUIREMENTS 10 FEET+ = 0 HOUR RATING

k. FIRE PROTECTION SYSTEM

FIRE EXTINGUISHERS PROVIDED PER NFPA 10.

FIRE SPRINKLERS NOT REQUIRED, NOT PROVIDED.

TOILET FIXTURES PROVIDED ON SITE WITHIN 500 FEET.

b.

a.

i.

GENERAL NOTES

34"

34"

N

(X= TOTAL DISTANCE IN FEET)

TRAVEL DISTANCE

X

(32" MIN PROVIDED, TYPICAL)

X = EGRESS WIDTH

GKSJP WBL

B L

D G

P -5

U -A -0

A .d g n

L

IF

E S

A F

E T

Y P

L A

N A

N D C

O D

E D

A T

A

A R

C H

IT

E C

T U

R A

L

B Y

P A

S S F

IL

T E

R B

U

IL

D

IN

A-020A

FACTORY INDUSTRIAL F-2

ACTUAL BUILDING AREAf.

l.

(IBC: CHAPTER 3)

OCCUPANCY CLASSIFICATION

(IBC: CHAPTER 6)

CONSTRUCTION TYPE

(IBC: SECTION 508)

OCCUPANCY SEPARATIONS

(IBC: SECTION 503, 506, 507)

AREA LIMITATIONS/MODIFICATION

(IBC: TABLE 503)

ALLOWABLE HEIGHT

ACTUAL BUILDING HEIGHT

SHOWN ON THE LIFE SAFETY PLAN.

1. FIRE EXTINGUISHER LOCATIONS AND TYPES ARE

e.

(IBC: TABLE 503)

ALLOWABLE FLOOR AREA

1,296 SF GROSS

1,096 SF (NET BUILDING AREA)

(IBC: TABLE 601 & SECTION 602)

FIRE-RESISTIVE REQUIREMENTS

CODE REVIEW - BUILDING CODE REQUIREMENTS

CODE REVIEW - LIFE SAFETY REQUIREMENTS

STANDARDS

APPLICABLE CODES AND

(NFPA: CHAPTER 7)

OCCUPANT LOAD

(NFPA 101: CHAPTERS 6 & 40)

CLASSIFICATION OF OCCUPANCY

(NFPA: TABLE 7.3.12)

MAXIMUM PROBABLE OCCUPANTS = 13

OCCUPANT LOAD FACTOR = NOT APPLICABLE

c.

MINIMUM WIDTH PROVIDED = 36"

13 X .20"/PERSON = 2.6" (NFPA 101, 7.3.3.1)

EGRESS

CAPACITY OF THE MEANS OF

(NFPA 101: CHAPTERS 7 & 40)

NUMBER OF EXITS 1 EXIT REQUIRED (NFPA: 40.2.4.1.2)

(NFPA 101: CHAPTERS 7 & 40)

TRAVEL DISTANCE TO EXITS

(NFPA: TABLE 40.2.5)

SPECIAL PURPOSE INDUSTRIAL OCCUPANCY: 50 FEET

MAXIMUM COMMON PATH OF TRAVEL (WITHOUT SPRINKLERS)

d.

e.

a.

CODE REVIEW - ENERGY CODE REQUIREMENTS, ASHRAE 90.1

ROOFS MINIMUM R-20 C.I. PROVIDED R-30 C.I.

b. WALLS MINIMUM R-7.6 C.I. PROVIDED R-19 C.I.

c. MINIMUM R-10 (24") d.

e.

f.

g.

SLAB ON GRADE

SWING DOORS

OVERHEAD DOORS

GLAZING, DOOR

GLAZING, OTHER

MINIMUM U-0.7

MINIMUM U-1.45

MINIMUM U-0.9, SHGC 0.25

MINIMUM U-0.65, SHGC 0.25

PROVIDED R-10 (24")

PROVIDED R-8

PROVIDED R-8

PROVIDED U-0.29, SHGC 0.25

PROVIDED U-0.23, SHGC 0.19

SPECIAL PURPOSE INDUSTRIAL OCCUPANCY NFPA 3.3.168.8.3

LOW HAZARD INDUSTRIAL, NFPA 6.1.12.1 & 6.2.2.2

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

AS NOTED

207 618

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FLOOR PLAN

SHEET KEYNOTES

GENERAL SHEET NOTES

FILTER ROOM

A1A

CORNERS

TYP AT

A1 A

A3 A2

A1

A

A1

A

2 3 3

20-101

MO MO MO MO

RO RO

M O

M O

M O

1/4" = 1'-0"

ROOF PLAN

S L

O P

E :1

S

L O

P E :1

RIDGE

A

A-220A

A

A-220A

B

A-220A

B

A-220A

B

A-220A

B

A-220A

A

A-220A

A

A-220A

TYP

T Y

P

-1

A

20-101C

20-101B

TYPE SHOWN.

TO THE WALL OCCURS BELOW THE SECOND

TWO TYPES ARE SHOWN, THE TYPE CLOSEST

1. WALL TYPES ARE SHOWN ON G-024A. WHERE

L -1

20W-1 20W-2

A B

O V

E

L -2

2'-0"

4"3'-8"2'-0"9'-4"4'-0"8'-0"4'-8"3'-4"4'-0"9'-4"2'-0"3'-8"4"

54'-0"

2'-1"10'-6"7'-6"10'-6"2'-1"8'-0"3'-8"4"

A1

A

52'-8"

T Y

P

B L

D G

P -5

U -A -1

A .d g n

F L

O O

R P

L A

N A

N D R

O O

F P

L A

N

A R

C H

IT

E C

T U

R A

L

B Y

P A

S S F

IL

T E

R B

U

IL

D

IN

A-120A

B1 17

A4

A-800A

A2

A-800A

TYP

CORNER

TYP AT

0 4 8 12

1/4"=1'-0"

AS NOTED

C1

A-801A

C4

A-801A

B3

A-803A

EMBED

SILL

SEE STRUCTURAL DRAWINGS

20. DRAIN PIPE THROUGH EQUIPMENT PAD,

CONCRETE

19. CLEAN OUT, MOUNT FLUSH WITH TOP OF

18. FLOOR SLOPE, SEE STRUCTURAL DRAWINGS

INTERIOR - CLASS A FINISH

EXTERIOR - MEDIUM SANDBLAST FINISH

17. CONCRETE FINISH:

CONTROL JOINTS

SEE STRUCTURAL DRAWINGS FOR MASONRY

16. BRICK EXPANSION JOINT TYPICAL LOCATIONS,

15. FLOOR DRAIN

STRUCTURAL DRAWINGS

14. CONCRETE EQUIPMENT PAD, SEE

13. HOLLOW METAL DOOR AND FRAME

12. GUARD POST. SEE A5 / A-806A.

MANUFACTURER

11. GABLE FLASHING AND FASCIA BY ROOFING

MANUFACTURER

10. GUTTER AND DOWNSPOUTS BY ROOFING

9. RIDGE FLASHING BY ROOFING MANUFACTURER

OVER METAL DECKING

BOARD OVER RIGID ROOF INSULATION (R-30)

UNDERLAYMENT OVER 1/2" ROOF SHEATHING

8. SHEET METAL ROOFING SYSTEM OVER

7. EXTERIOR WALL BELOW

6. FILTER VESSEL

5. OVERHEAD COILING DOOR

4. ALUMINUM LOUVER

3. INSULATED TRANSLUCENT PANEL

2. DOWNSPOUT TO SPLASHBLOCK

1. F.EXT-1

208 618

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PM/DM

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A

B

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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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

NI

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WT

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3/16"=1'-0"

NORTH ELEVATION

3/16"=1'-0"

SOUTH ELEVATION

3/16"=1'-0"

WEST ELEVATION

3/16"=1'-0"

EAST ELEVATION

FINISH FLOOR EL VARIES

T.O. MASONRY EL 42.00

SEE CIVIL DRAWINGS

FINISH GRADE ELEVATION -

SEE STRUCTURAL DRAWINGS

CONCRETE FOUNDATION -

A

SECTION

1/4"=1'-0"

A-120A

B

SECTION

1/4"=1'-0"

A-120A

WALL AROUND FILTER VESSELS

CAST-IN-PLACE CONCRETE

SHEET METAL ROOFING SYSTEM

FILTER VESSEL

GUTTER AND DOWNSPOUTS

INSULATED TRANSLUCENT PANEL, TYP

ALUMINUM LOUVER, TYP

SHEET METAL FASCIA

BRICK

TCMU-1

TCMU-4

20-101

FILTER ROOM

20-101

FILTER ROOM

T.O. MASONRY EL 42.00

FINISH FLOOR EL VARIES

PANEL, TYP

TRANSLUCENT

INSULATED

COILING DOOR

OVERHEAD

AND FRAME

HM DOOR

SHEET METAL ROOFING SYSTEM

STRUCTURAL DRAWINGS

STEEL TRUSS, SEE

GUTTER AND DOWNSPOUTS

SHEET METAL SOFFIT

STRUCTURAL DRAWINGS

CONCRETE WALL, SEE

MECHANICAL DRAWINGS

PIPING, SEE PROCESS

STEEL VESSEL AND

SHEET METAL SOFFIT

F

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A-220A

HM DOOR AND FRAME, TYP

NUMBER SIGN

BUILDING

OVERHEAD COILING DOOR

GUARD POST, TYP

INSULATION (R-10)

PERIMETER

SST COVER OVER

A3

A-803A

SEE DETAIL C1/A-801A

C4/A-801A

SEE DETAIL

A2/A-800A

SEE DETAIL

A3/A-803A

SEE DETAIL

A5/A-806A

SEE DETAIL

GUARD POST

D2

A-800A

D3

A-800A

D4

A-800A

CORNERS

AT BUILDING

TRANSITION, TYP

VENEER

AS NOTED

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

0 4 8 12

1/8"=1'-0"

0 4 8 12

1/8"=1'-0"

PRECAST CONCRETE SILLS (PCC6)

SILL (PCC6)

CONCRETE

PRECAST

SILL (PCC6)

PRECAST CONCRETE

PRECAST CONCRETE SILL (PCC6)

SEE DETAIL C4/A-804A

SPLASHBLOCK, TYP,

PRECAST CONCRETE

FILTER VESSELS

WALL OPENING FOR

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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

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A N

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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

NI

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H T

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HG OHCI F-6

DOOR TYPES DOOR FRAME TYPES WINDOW TYPES LOUVER TYPES

F-1 TWP

LOUVER WIDTH

L O

U V

E R H

E

IG

H T

DOOR WIDTH

D O

O R H

E

IG

H T

WIDTH

DOOR

D O

O R H

E

IG

H T

2" 2"

DOOR WIDTH

D O

O R H

E

IG

H T

D O

O R H

E

IG

H T

WIDTH

DOOR

6" 6"

F

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P A

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T E

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U

IL

D

A-620A

D O

W H

E

IG

H T

WINDOW WIDTH

EQLEQL

E Q

L E

Q L

GRID (SHOJI)

INTERNAL

2" BATTENS

SCHEDULED

GLAZING AS

NTS

HRWR

210 618

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PM/DM

P A

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M E

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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

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C

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IT

G

IN

E E

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A N

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DES DRW

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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

NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

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A

NILORAC HT

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H

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P A

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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

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M M

A N

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DES DRW

S Y

M D

E S

C R

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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

1/4"=1'-0"

N

3" FD-3

3" FD-3

3" FD-3

3" FD-3

3" HD-1

GENERAL SHEET NOTES SHEET KEYNOTES#

PLAN

F

IL

E N

A M

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P L

O T D

A T

E

P L

O T T

IM

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/6 /2

:0

:3

TPAV WPS

B L

D G

P -5

U -P -1

A .d g n

P L

A N

P L

U M

B

IN

G

B Y

P A

S S F

IL

T E

R B

U

IL

D

IN

P-120A

20-CP-1

20-EWH-1

3" HD-1

20-BP-1

20101

FILTER ROOM

FF EL 26.00

4" FCO-1

TMV-4

20-ET-1

IE: 22.95

IE: 22.40

CL EL 22.50

1 1/2" TW

1" TWR &

CL EL 21.91

1 1/2" TW

1" TWR &

CL EL 21.91

3/4" W2

2" W1 CL EL 21.91

3/4" W2 CL EL 21.91

TP

4" DR

3" DR

3" DR

3" DR 3" DR

3" DR

4" DR4" DR

3" DR

34 5

CO-1

STACKED

1 1/2" W2 RPBP-3

1 1/2" W1 RPBP-3

9 10

ATMOSPHERE.

BACKWASH WASTE BASIN. BASIN OPEN TO

PROCESS DRAIN PIPING TERMINATING INTO 5.

STRUCTURAL DETAIL A1/S-803A.

CONCRETE ENCASE PIPING UNDER SLAB. SEE4.

STRUCTURAL PILES AND PROCESS PIPING.

COORDINATE UNDER SLAB PIPING WITH 3.

P-620A

FOR WATER AND DRAIN RISER SEE DRAWING 2.

AND GENERAL NOTES.

SEE G-013A FOR SYMBOLS, ABBREVIATIONS 1.

20-WM-1

SEE DETAIL A3/P-801A.10.

SEE DETAIL C2/P-800A.9.

SEE DETAIL C1/P-802A.8.

SEE DETAIL A3/P-803A.

FOR DOMESTIC WATER HEATER PIPING7.

C1/P-803A. TYP.

PIPE SUPPORT, SEE DETAIL A1, C1/D-801A AND 6.

SEE DETAIL A1 ON DRAWING D-803A.

PIPE PENETRATION THROUGH FLOOR SLEEVE, 5.

P-802A.

HOSERACK, SEE DETAIL C3 ON DRAWING 4.

P-800A.

3/4" HV-1, SEE DETAIL A3 ON DRAWING3.

FOR CONTINUATION SEE DRAWING DP106A2.

DRAWING DP106A FOR CONTINUATION.

WATER SERVICE ENTRANCE. SEE YARD PIPING1.

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STATE OF

No 70128

SHEET KEYNOTES#

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/6 /2

:5

:3

TPAV WPS

B L

D G

P -5

U -P -6

A .d g n

P L

U M

B

IN

P-620A

NTS

DRAIN RISER

NTS

P-120A

WATER RISER

NTS

P-120A

4" FCO-1

3" FD-3

3" FD-3

3" FD-3

3" FD-3

3" HD-1

3" HD-1

3" DR

3" DR

3" DR

3" DR

3" DR

3" DR

4" DR

4" DR

CO-1

1" TWR

1" TWR

1" TWR

1 1/2" TW

1 1/2" TW

1 1/2" TW

1 1/2" W1 1 1/2" W2

1 1/2" W2

3/4" W2

3/4" W2

2" W1

2" WATER METER

20-BP-1

1 1/2" RPBP-3

TMV-4

20-EWH-1

20-CP-1

1 1/2" TW

1 1/2" W1

20-ET-1

HOSE RACK

3/4" HV-1

R

IS

E R D

IA

G R

A M

S

B Y

P A

S S F

IL

T E

R B

U

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D

IN

G

SEE DETAIL A3/P-803A FOR PIPING1.

4" DR

212 618

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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

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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

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

ETNEILAV LEBA

STATE OF

No 70128