5U6500DWG33of43.pdf

16'-0"16'-0"

3/8" = 1'-0"

N

B

S-380A

PILE PLAN

TYP

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

A

M

ALFSKR HFJ

1311985

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

E L E

C T

R

IC

A L B

U

IL

D

IN

G

S-180A

AS NOTED

1 10 2 3 4 5 6 7

3/8" = 1'-0"

A

S-380A

EXPLICITLY CALLED OUT.

3. ALL DETAILS ARE TYPICAL EVEN IF NOT

14.62 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.

ADDITONAL INFORMATION

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

1. PC CONC PILE TOC EL 24.83

416 618

12697397

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

FOUNDATION PLAN

B

S-380A

SHEET KEYNOTES

GENERAL SHEET NOTES

2'-8"

2'-4"

4"

36'-8"

2'-4"

2'-8"

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

:2

B L

D G

P -5

U -S -1

A .d g n

F O

U N

D A

T

IO

N P

L A

N

S T

R U

C T

U R

A L

E L E

C T

R

IC

A L B

U

IL

D

S-181A

A

S-380A

31'-4"

TYP OF 3

6. CMU WALL COL SEE A1/S-811A

5. TOC EL 26.50

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

3. NOT USED

2. 8" CMU SEE A1/S-810A

1. MCJ SEE D1/S-811A

EXPLICITELY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

417 618

12697398

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

A

S-380A

B

S-380A

AREA

ROOF

ZONE 1

NEGATIVE

ZONE 2

NEGATIVE

ZONE 3

NEGATIVE

ALL ZONES

POSITIVE

<10 FT

EFF. AREA

-43.2 PSF

-75.1 PSF

-111.1 PSF

25 FT

EFF. AREA

-41.6 PSF

50 FT

EFF. AREA

-40.4 PSF

-39.2 PSF

>100 FT

EFF. AREA

-67.2 PSF

-101.6 PSF

-61.2 PSF

-94.3 PSF

-55.2 PSF

-87.1 PSF

27.2 PSF 24.0 PSF 21.6 PSF 19.2 PSF

1 2

1 2

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 (+)

I (in /ft)

MIN (-)

SCREW

#12 TEK

SCREW

#12 TEK

6"

SCREW

#12 TEK 8"

ZONES, NOT INCLUDING OVERHANGS

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:

NOTES:

OVERHANGS: -163 PSF

34'-8"

TYP

2'-8"

T Y

P

3'-0"3'-0"

SHEET KEYNOTES

GENERAL SHEET NOTES

= III

= 147 MPH

CONNECTIONS ARE ALLOWED PER APPROVAL OF STRUCTURAL ENGINEER.

MANUFACTURER'S STANDARD SIDELAP CONNECTION OR OTHER SIDELAP

DECK SCHEDULE NOTE:

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

R O

O F F

R A

M

IN

G P

L A

N

S T

R U

C T

U R

A L

E L E

C T

R

IC

A L B

U

IL

D

S-182A

COLD FORMED STEEL ROOF TRUSS NOTES:

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

6 7

BELOW

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 = +/- 200 PLF (+/- 800 LBS FOR 4'-0" TRUSS SPACING).

= +/- 800 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.

MAX

4'-0"

TYP 10

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

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

10. T.O. WALL EL 38.50

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 TYP

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

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

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

3. COLD FORMED STEEL FASCIA

2. STEEL ROOF DECK SEE STEEL DECK AND ATTACHMENT SCHEDULE

1. COLD FORMED STEEL TRUSS

418 618

12697399

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 TYP

5 6

5 6

SECTION

A

1/2"=1'-0"

S-182A

S-180A, S-181A

SECTION

B

1/2"=1'-0"

S-182A

S-180A, S-181A

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

: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

E L E

C T

R

IC

A L B

U

IL

D

S-380A

0 2 4 6

1/2"=1'-0"

3 3

SEE DWG S-182A

T.O. WALL EL

DWG S-181A

TOC EL SEE

DWG S-181A

TOC EL SEE

TYP

TYP

TYP

TYP

TYP

M

IN

M

IN

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

6. #6@6" EW

5. HORIZ JT REINF EVERY COURSE TYP

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

3. #6@12" EW

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

419 618

12697400

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

W

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

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:5

A

M F

IL

E N

A M

E

3/16" = 1'-0"

LIFE SAFETY PLAN

ELECTRICAL BUILDING

80-101

ELECTRICAL ROOM

F.EXT-2

35'

68"

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 S A

N D C

O D

E D

A T

A

A R

C H

IT

E C

T U

R A

L

E L E

C T

R

IC

A L B

U

IL

D

IN

A-080A

SHEET LEGEND

F-2 OCCUPANCY

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

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

18'-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.

i.

GENERAL NOTES

(X= TOTAL DISTANCE IN FEET)

TRAVEL DISTANCE

X

(32" MIN PROVIDED, TYPICAL)

X = EGRESS WIDTH

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

(IBC: TABLE 601 & SECTION 602)

FIRE-RESISTIVE REQUIREMENTS

CODE REVIEW - BUILDING CODE REQUIREMENTS

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

NFPA 101 LIFE SAFETY CODE, FOR BUILDING EGRESS AND LIFE

b.

a.

CODE REVIEW - LIFE SAFETY REQUIREMENTS

STANDARDS

APPLICABLE CODES AND

(NFPA: CHAPTER 7)

OCCUPANT LOAD

(NFPA 101: CHAPTERS 6 & 40)

CLASSIFICATION OF OCCUPANCY

c.

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 U-0.29, SHGC 0.25

504 SF GROSS

378 SF (NET BUILDING AREA)

(NFPA: TABLE 7.3.12)

MAXIMUM PROBABLE OCCUPANTS = 4

OCCUPANT LOAD FACTOR = NOT APPLICABLE

SPECIAL PURPOSE INDUSTRIAL (NFPA 40.1.4.1.2)

LOW HAZARD INDUSTRIAL, NFPA 6.1.12.1 & 6.2.2.2

MINIMUM WIDTH PROVIDED = 36"

5 X .20"/PERSON = 1.0" (NFPA 101, 7.3.3.1)

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

AS NOTED

N/A

N/A

420 618

12697401

NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

R

A

NILORAC HT

R

O

N

A

NI

L O

R

AC HTRON ,

H

GI

E L

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

A

M

FLOOR PLAN

ELECTRICAL ROOM

SHEET KEYNOTES

GENERAL SHEET NOTES

A1A

CORNERS

TYP AT

A1 A

A3 A2

A1

A1

A

A

3/8" = 1'-0"

80-101

ROOF PLAN

S L

O P

E :1

S

L O

P E :1

RIDGE

MO

B

A-280A

B

A-280A

A

A-280A

A

A-280A

B

A-280A

B

A-280A

A

A-280A

A

A-280A

TYP

T Y

P

-1

A

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

2'-0"

4"2'-4"31'-4"2'-4"4"

36'-0"

6'-8"3'-8"2'-4"4"

34'-8"

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

E L E

C T

R

IC

A L B

U

IL

D

IN

G

A-180A

A4

A-800A

CORNERS

TYP AT

A2

A-800A

TYP

1 10 2 3 4 5 6 7

3/8" = 1'-0"

1 10 2 3 4 5 6 7

3/8" = 1'-0"

N

N

CONTROL JOINTS

SEE STRUCTURAL DRAWINGS FOR MASONRY

10. BRICK EXPANSION JOINT TYPICAL LOCATIONS,

STRUCTURAL DRAWINGS

9. CONCRETE EQUIPMENT PAD TYPICAL, SEE

8. HOLLOW METAL DOOR AND FRAME

MANUFACTURER

7. GABLE FLASHING AND FASCIA BY ROOFING

MANUFACTURER

6. GUTTER AND DOWNSPOUT BY ROOFING

5. RIDGE FLASHING BY ROOFING MANUFACTURER

OVER METAL DECKING

BOARD OVER RIGID ROOF INSULATION (R-30)

UNDERLAYMENT OVER 1/2" ROOF SHEATHING

4. SHEET METAL ROOFING SYSTEM OVER

3. EXTERIOR WALL BELOW

2. DOWNSPOUT TO SPLASHBLOCK

1. F.EXT-2

C4

A-801A

C1

A-801A

421 618

12697402

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

NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

R

A

NILORAC HT

R

O

N

A

NI

L O

R

AC HTRON ,

H

GI

E L

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:5

:0

A

M

3/16" = 1'-0"

WEST ELEVATION

3/16" = 1'-0"

NORTH ELEVATION

3/16" = 1'-0"

EAST ELEVATION

3/16" = 1'-0"

SOUTH ELEVATION

FINISH FLOOR EL 26.50

T.O. MASONRY EL 38.50

SEE STRUCTURAL DRAWINGS

CONCRETE FOUNDATION -

A

SECTION

1/4"=1'-0"

A-180A

B

SECTION

1/4"=1'-0"

A-180A

SHEET METAL ROOFING SYSTEM

GUTTER AND DOWNSPOUT

SHEET METAL FASCIA

BRICK

TCMU-1

TCMU-4

ELECTRICAL ROOM

80-101

ELECTRICAL ROOM

80-101

FINISH FLOOR EL 26.50

T.O. MASONRY EL 38.50

SHEET METAL SOFFIT

STRUCTURAL DRAWINGS

STEEL TRUSS, SEE

GUTTER AND DOWNSPOUTS

SHEET METAL ROOFING SYSTEM

SHEET METAL SOFFIT

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 -A -2

A .d g n

E L E

V A

T

IO

N S

A R

C H

IT

E C

T U

R A

L

E L E

C T

R

IC

A L B

U

IL

D

A-280A

HM DOORS AND FRAME

NUMBER SIGN

BUILDING

SEE CIVIL DRAWINGS

FINISH GRADE ELEVATION -

INSULATION (R-10)

SST COVER OVER PERIMETER

TRANSOM PANEL

AND REMOVABLE

HM DOOR, FRAME

C4/A-801A

SEE DETAIL

A2/A-800A

SEE DETAIL

C1/A-801A

SEE DETAIL

PRECAST CONCRETE SILLS (PCC6)

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"

WITH NO SAGS BETWEEN RODS

INSTALL CONDUCTOR TIGHT

SEE ELECTRICAL DRAWINGS,

LIGHTNING PROTECTION SYSTEM,

PRECAST CONCRETE SILL (PCC6)

REMOVABLE HM TRANSOM

SEE DETAIL C4/A-804A

SPLASHBLOCK, TYP,

PRECAST CONCRETE

SEE DETAIL C4/A-804A

SPLASHBLOCK, TYP,

PRECAST CONCRETE

RUNS TIGHT TO INSIDE CORNERS

INSTALL CONDUIT IN STRAIGHT

SEE ELECTRICAL DRAWINGS,

LIGHTNING PROTECTION SYSTEM,

SEE DETAIL A1/A-800A

PIPE PENETRATION, TYP

422 618

12697403

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

NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

R

A

NILORAC HT

R

O

N

A

NI

L O

R

AC HTRON ,

H

GI

E L

GK

R

C H

IT

E C

T U

R

GK

R

C H

IT

E C

T U

R A

L

SJP WBLSJP WBL

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

A

M

13119851311985

B L

D G

P -5

U -A -6

A .d g n

B L

D G

P -5

U -A -6

A .d g n

A-680A

S C

H E

D U

L E

S S

C H

E D

U L E

S

HGDD

DOOR TYPES DOOR FRAME TYPES WINDOW TYPES LOUVER TYPES

E L E

C T

R

IC

A L B

U

IL

D

IN

G E

L E

C T

R

IC

A L B

U

IL

D

IN

G

DOOR WIDTH

F R

A M

E H

E

IG

H T

2" 2"

D O

O R H

E

IG

H T

DOOR WIDTH

6" 6"

F-4

NOT USED NOT USED

D O

O R H

E

IG

H T

T R

A N

S O

M H

E

IG

H T

SCHEDULED

GLAZING AS

PANEL

TRANSOM

REMOVABLE

NTSNTS

423 618423 618

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

NI

E

WT

UART NNA

H T

E B

T C

E

TI

HCRA DERET

SI

G E

R

A

NILORAC HT

R

O

N

A

NI

L O

R

AC HTRON ,

H

GI

E L

3/8"=1'-0"

80101

ELECTRICAL ROOM

80-AHU-11 80-AHU-12

AA

A

SECTION

3/8"=1'-0"

80-AHU-1

80-AHU-2

PLAN

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

TPAV YMF

B L

D G

P -5

U -M

-1

A .d g n

P L

A N A

N D S

E C

T

IO

N

H V

A C

E L E

C T

R

IC

A L B

U

IL

D

M-180A

80-HTP-11

80-HTP-12

SHEET KEYNOTES

REFRIGERANT PIPING AT GRADE3.

CONCRETE EQUIPMENT PAD2.

DRYWELL

CONDENSATE PIPE FROM INDOOR AC UNIT TO 1.

CLEARANCE, TYP

SERVICE

EQUIPMENT

CONDENSATE PIPING

REFRIGERANT AND

80101

ELECTRICAL ROOM

DRYWELL, TYP

1 10 2 3 4 5 6 7

3/8" = 1'-0"

1 10 2 3 4 5 6 7

3/8" = 1'-0"

S L

A B

A B

O V

E

424 618

12697405

3/8"=1'-0

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

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

ETNEILAV LEBA

STATE OF

No 70128

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

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:1

:4

A

M F

IL

E N

A M

E

1/2"=1'-0"

80CP01

80MCC90000

G

G

G

G

G GG

G

G

G

G

GG

G

G G G G G

G G G G G

UFER GROUND

80LP90202

WATER PUMP DRIVES

FOR FUTURE RAW

SPACE RESERVED

SHEET KEYNOTES

GENERAL SHEET NOTES

X

PROCESS PLAN

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:1

:5

RGCMSM JG

B L

D G

P -5

U -E -1

A .d g n

P R

O C

E S

S P

L A

N

E L E

C T

R

IC

A L

E L E

C T

R

IC

A L B

U

IL

D

E-180A

BUS BAR

GROUND

DIAGRAMS.

REQUIREMENTS NOT SHOW, SEE CABLE BLOCK

FOR ALL CONDUIT AND CONDUCTOR 1.

80MBS90500

80XFMR90400

80LP90201

80NIP01

80DP90100

80UPS90300

ELECTRODE.

OF NEC 250.52 (A)(3)(2), CONCRETE ENCASED

INSTALLATION SHALL MEET ALL REQUIREMENTS

COPPER CONDUCTOR IN BUILDING FOOTING.

INSTALL A MINIMUM OF 20 FEET OF 4/0 BARE 3.

WALL MT BYPASS SWITCH ABOVE UPS.2.

TO LIGHTNING PROTECTION SYSTEM.

GROUNDING RING PROVIDED FOR CONNECTION 1.

SEE DETAIL C1/E-804A

C1/E-805A

SEE DETAIL

0 2 4 6

1/2"=1'-0"

C5/E-813A

SEE DETAIL

G

425 618

12697406

1/2"=1'-0

Digital Signature

LA

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

0002 ,11 YLUJ

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

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:1

:5

A

M F

IL

E N

A M

E

1/2"=1'-0"

B1 B1 B1 B1 B1

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:1

:5

B L

D G

P -5

U -E -1

A .d g n

F A

C

IL

IT

Y P

L A

N

E L E

C T

R

IC

A L

E L E

C T

R

IC

A L B

U

IL

D

E-181A

[P2]

80LP90201

[P2]

80LP90201

80LP90201

[P2]

D B

D B

80LP90201

[P2]

(6) (6) (6) (6) (6)

(9)

(9)

SHEET KEYNOTES

GENERAL SHEET NOTES

X

PANELBOARD SCHEDULES FOR CORRECT PANEL.

GREATER THAN 75 FEET. REFER TO

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.

REQUIREMENTS NOT SHOW, SEE CABLE BLOCK

FOR ALL CONDUIT AND CONDUCTOR 1.

DB

N

[P2][P2]

(6)

EX2

0 2 4 6

1/2"=1'-0"

1 , TYP

TYP.

WALL MT,

(9)

GFI

WP/

(14)

K1

PC TO 80LC91000

[C2]

80LP90201.

ALL LIGHTING IN THIS AREA POWERED OFF OF3.

VIA 80LC91000.

EXTERIOR LIGHTING SHALL BE CONTROLLED

WALL MOUNT EXTERIOR LUMINAIRE 9'-6" AFG.2.

CONSTRUCTION.

OTHER TRADES TO AVOID CONFLICTS DURING

AFF. COORDINATE FINAL LOCATIONS WITH

ALL LUMINAIRES SHALL BE SUSPENDED 12'-0" 1.

[P2]

TO 80LP90201

TO EMCS

[C2]

FACILITY PLAN

80LC90900

80-HTP-11

80-AHU-11

80-HTP-12

80-AHU-12

426 618

12697407

1/2"=1'-0

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

O P

E :1

S

L O

P E :1

RIDGE

F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:2

:3

A

M

SHEET KEYNOTES

GENERAL SHEET NOTES

B L

D G

P -5

U -E -1

A .d g n

L

IG

H T

N

IN

G P

R O

T E

C T

IO

N P

L A

N

E L E

C T

R

IC

A L B

U

IL

D

IN

E-182A

E

C T

R

IC

A L

LIGHTNING PROTECTION PLAN

#2/0 BARE ALUMINUM CONDUCTOR. 2.

METAL.

NO LONGER IN CONTACT WITH A DISSIMILAR

COPPER ONCE LOOPED AROUND GUTTER AND

FROM ROOF SYSTEM SHALL TRANSITION TO

SEE DWG, E-180A . ALUMINUM CONDUCTOR

REQUIRED BY NFPA 780. FOR CONTINUATION,

BE PROTECTED NEAR THE GROUND LEVEL AS

FACILITY GROUND RING. CONDUCTORS SHALL

OR DOWN SPOUTS AND TERMINATED AT THE

OF THE WALL AT REVEALS WITH METAL SIDING

DOWN CONDUCTORS ROUTED DOWN THE FACE 1.

1 10 2 3 4 5 6 7

3/8" = 1'-0"

, TYP

CONNECTIONS WITH GROUND TERMINALS.

HORIZONTALLY OR DOWNWARD TO

TWO-WAY PATH FROM EACH AIR TERMINAL

TERMINALS ON ROOF AND SHALL FORM A

CONDUCTORS SHALL INTERCONNECT ALL AIR 13.

EDITION AND UFC 3-575-01.

REQUIREMENTS OF NFPA 780, CURRENT

DETAILS SHOWN HERE SHALL MEET THE

THE DESIGN LAYOUT AND INSTALLATION 12.

SUBMITTAL FORM LPI 176.

WILL RECEIVE SYSTEM CERTIFICATION

INSTALLER. THE COMPLETED INSTALLATION

THE SUPERVISION OF AN LPI CERTIFIED MASTER

INSTALLATION SHALL BE MADE BY OR UNDER

PROTECTION INSTITUTE STANDARD 175. THE

SHALL COMPLY IN ALL RESPECTS TO LIGHTNING

THE LIGHTNING PROTECTION INSTALLATION 11.

LABELED LIGHTNING PROTECTION SYSTEMS.

LABORATORIES STANDARD 96A FOR MASTER

THE REQUIREMENTS OF UNDERWRITERS'

THE LAYOUT AND INSTALLATION SHALL MEET 10.

BUILDING.

BLEND IN WITH THE APPEARANCE OF THE

MANNER SO THAT ALL COMPONENTS WILL

INSTALLED IN A NEAT AND INCONSPICOUS

THE LIGHTNING PROTECTION SYSTEM SHALL BE 9.

MAXIMUM SPACING.

SHALL BE FASTENED NOT MORE THAN 3'-0"

ALL LIGHTNING PROTECTION CONDUCTORS 8.

SHALL HAVE A BEND RADIUS OF LESS THAN 8".

FINAL INCLUDED ANGLE OF LESS THAN 90° NOR

NO BEND OF A CONDUCTOR SHALL FORM A 7.

LIGHTNING CONDUCTOR SYSTEM.

BODY SHALL BE INTERCONNECTED TO THE

LIGHTNING CONDUCTOR OF BONDED METAL

DOOR FRAMES SITUATED WITH 6'-0" OF A

VENTS, INSULATION VENTS, LOUVERS AND

GRAVEL STOPS, ROOF DRAINS, SOIL PIPE

ABOUT THE ROOF SUCH AS:METAL FLASHING,

METAL BODIES OF INDUCTANCE LOCATED 6.

CONDUCTORS SHALL NOT EXCEED 100 FEET.

THE AVERAGE DISTANCE BETWEEN DOWN 5.

RIDGE, AND WITHIN 2'-0" OF OUTSIDE EDGE.

SPACING AROUND THE ROOF PERIMETER AND

LOCATED INTERMEDIATELY ON 20'-0" MAXIMUM

UNPROTECTED OUTSIDE CORNERS AND

AIR TERMINALS (10") SHALL BE PLACED AT ALL 4.

OF ALUMINUM.

INSTALLED ON OR IN CONTACT WITH SURFACES

COPPER COMPONENTS SHALL NOT BE

DOWN CONDUCTORS SHALL BE COPPER.

COMPATIBLE MATERIALS REQUIREMENTS.

BE MADE FROM ALUMINUM TO MEET THE UL 96A

LPS CONDUCTOR AND AIR TERMINALS SHALL 3.

PROTECT THE STRUCTURE ITSELF.

CONDUCTOR, EXCEPT AS NECESSARY TO

ANY PORTION OF THE STRUCTURE AS A

BE USED AS A DOWN CONDUCTORS OR USE

NO PART OF THE FACILITY STRUCTURE SHALL 2.

MASTER LABEL CERTIFIED.

FURNISH AND INSTALL A LPS THAT IS UL96

ENGINEER. CONTRACTOR RESPONSIBLE TO

BY A LICENSED LIGHTNING PROTECTION

IDENTIFIED IN THE SPECIFICATIONS AND SEALED

DESIGN THAT MEETS THE REQUIREMENTS

ELECTRICAL CONTRACTOR SHALL PROVIDE A

THIS DRAWING. SYSTEM (LPS) IS SHOWN ON

THE INTENT OF THE LIGHTNING PROTECTION 1.

427 618

12697408

3/8"=1'-0

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

X LPLP

LP

LP

X X X XLP LP

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:1

:3

A

M F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:1

:3

B L

D G

P -5

U -E -6

A .d g n

P A

N E

L B

O A

R D S

C H

E D

U L E

S

E L E

C T

R

IC

A L

E L E

C T

R

IC

A L B

U

IL

D

E-680A

NTS

428 618

12697409

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

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:2

:3

A

M F

IL

E N

A M

E

P L

O T D

A T

E

P L

O T T

IM

E

/6 /2

:2

:3

A

M B

L D

G P -5

U -E -6

A .d g n

B L E B

L O

C K D

IA

G R

A M

S

E L E

C T

R

IC

A L

E L E

C T

R

IC

A L B

U

IL

D

IN

E-681A

POWER DISTRIBUTTION

480V

80MCC90000

480V

80DP90100

208Y/102V

80LP90201

208Y/102V

80UPS90300

80MBS90500

208Y/102V

80LP90202 80CP01

[2"C,4#4,1#8G]

[1"C,4#6,1#10G]

80XFMR90400

[1-1/2"C,4#1,1#6G]

[1"C,4#6,1#10G] [1"C,4#6,1#10G]

[1"C,4#6,1#10G]

[1"C,4#6,1#10G]

[P15]

[P2]

NTS

80MCC90000 TO 80CP01

480V

80MCC90000

80CP01

[4"C,98#14,1#14G]

NTS

80CP01

480Y/277V

80MCC90000

[S1]

ELECTRICAL BLDG NETWORK

80NIP01

[F01]

[F01]

429 618

12697410

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

NOI

SSEF

ORP DERETSIGER

OREGON

EXP. 12-31-16

REENIGN

E

62872PE

EI

T

S

O RcaM .S

NA

G

R O

3/16" = 1'-0"

PILE AND FOUNDATION PLAN

N

A

113'-5"

SHEET KEYNOTES

GENERAL SHEET NOTES

SECTION

A

S-190A3/8"=1'-0"

TYP OF 10

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

IL

E A

N D F

O U

N D

A T

IO

N P

L A

N A

N D S

E C

T

IO

N

S T

R U

C T

U R

A L

G E

N E

R A

T

S-190A

2 0 2 4 6 8 10 12 14

3/16" = 1'-0"

24'-4"20'-3"20'-3"20'-3"24'-4"2'-0"

M

IN

2'-0"

2 TYP OF 3

2'-0"41'-0"18'-0"

6 TYP OF 2

EXPLICITLY CALLED OUT.

2. ALL DETAILS ARE TYPICAL EVEN IF NOT

DRAWING G-005A AND G-006A.

1. FOR GENERAL STRUCTURAL NOTES, SEE

LAPEMBEDMENT

LENGTH

1'-10"2'-0"10"

4'-8"

1 10 2 3 4 5 6 7

3/8" = 1'-0"

11 TYP

SEE PLAN

TOC EL VARIES

ADDITONAL INFORMATION

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

DIRECTLY TO CON FOUNDATION

FOOTPRINT SECURED ENCLOSER

12. APPROX GENERATOR ENCLOSER

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

10. CONC EQUIP PAD TYPE "B" SEE A4/S-805A

9. #5@12"

8. 2- #5 EXTEND 2'-0" PAST END OF TRENCH

SEE B1/S-822A

7. CHKD ALUM FL PL TYPE "C"

6. PC CONC PILE TOC EL 23.84

5. TOC HP EL 26.47

4. TOC LP EL 26.34

3. #7@6" EW T&B

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

1. PC CONC PILE TOC EL 24.84

430 618

12697411

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