Plans_-_Amendment_0002.pdf

PDF 6 MB Posted Sep 17, 2015

Attached to: Repair Auto Hobby Shop, Bldg. 2415 at Joint Base-McGuire-Dix-Lakehurst, New Jersey
Solicitation number: W912DS-15-B-0016
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Plans - 15-B-0016-0002

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File	Type	Posted
BID_ABSTRACT_15-B-0016.pdf	PDF	Sep 25, 2015
W912DS-15-B-0016-0007.pdf	PDF	Sep 24, 2015
W912DS-15-B-0016-0006.pdf	PDF	Sep 23, 2015
W912DS-15-B-0016-0005.pdf	PDF	Sep 22, 2015
W912DS-15-B-0016-0004.pdf	PDF	Sep 22, 2015
Appendix_B_-_Monitoring_Wells_(Bldg_2415).pdf	PDF	Sep 18, 2015
W912DS-15-B-0016-0003.pdf	PDF	Sep 18, 2015
TOC_-_Amendment_0002.pdf	PDF	Sep 17, 2015
Site_Visit_Sign_In_Sheet.pdf	PDF	Sep 17, 2015
W912DS-15-B-0016-0002.pdf	PDF	Sep 17, 2015
Appendix_A_-_Basis_of_Design_Info.pdf	PDF	Sep 17, 2015
W912DS-15-B-0016-0001.pdf	PDF	Sep 1, 2015
Site_Visit_Map.pdf	PDF	Sep 1, 2015
Package_1_-_Auto_Body_Shop_-_Plans-_28_Jul_15.pdf	PDF	Aug 25, 2015
Package_2_-_Auto_Body_Shop_-_Specs_-_28_Jul_15.pdf	PDF	Aug 25, 2015
W912DS-15-B-0016_Solicitation-FINALIZED.pdf	PDF	Aug 25, 2015

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27' - 2" 27' - 2"

65 7

1 2

(E) W8X31

EXISTING W8X18 TO BE REMOVED

(E) W8X31

EXISTING FOUNDATION

1' - 10" +/- 27' - 2" 27' - 2" 1' - 9 5/8" +/- 54' - 4"

7 5 /8"

- 0

4 3

/8" 3'

- 8

- 0

- 6

22' - 2 3/8" 21' - 11 1/2" 14' - 8 1/4" +/- 1' - 10" +/-

HSS5X5X1/2 B.1

S-201

S-201 D3

- 6

F.5

F5.0

HSS5X5X1/2

S-201

S-201 A6

T/ EXISTING FOOTING 112' - 9"

T/ EXISTING FOOTING 111' - 5"

S-301

S-302

NEW NON-LOAD

BEARING CMU

S-301

S-501

REINFORCE EXISTING CMU WALL REINFORCED

CELLS WITH #5 AT 32" C/C AND GROUT SOLID

EXISTING CMU WALL

REPAIR ALL DAMAGED EXISTING CMU

- 6

F2.5-5.0 F2.5-5.0

F2.5-5.0

F2.5-5.0 F2.5-5.0

F2.5-4.0 F2.5-4.0

F2.5-4.0F2.5-4.0

S-502

S-202

A3 S-502

G3 F2.5-4.0

S-502

1' - 0" 1' - 4"

F2.5-4.0A

F2.5-4.0

2.0

F2.0-3.0 TYP.

T/FOOTING 112' - 9" MATCH EXISTING

3' - 0" TYP.

EPOXY DOWEL (2) #5 INTO

EXISTING FOOTING

NEW 8" CMU WITH #5 AT 32" C/C

TYP.

S-502

SAW CUT SLAB AND

REPLACE WHERE ADDED

PLUMBING IS REQUIRED,

SEE PLUMBING DRAWINGS

AND DETAILS

SAW CUT AND REPLACE

SLABS AT NEW

FOOTINGS TYP.

FOUNDATION LEGEND:

= EXISTING CMU WALL

= NEW CMU WALL PARTITIONS, REFER TO ARCH. FOR DIMENSIONS

= EXISTING COLUMNS, FIELD VERIFY(E)

1. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL NOTES.

2. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS BEFORE STARTING

WORK. NOTIFY CONTRACTING OFFICER IF DISCREPANCY.

3. EXISTING SLABS SHALL BE CLEANED, REPAIRED, AND EPOXY COATED. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

4. REFER TO SECTIONS FOR CMU REINFORCING AND REQUIREMENTS.

5. REFER TO PLUMBING AND ARCHITECTURAL DRAWINGS FOR AREAS WHERE NEW

PLUMBING IS REQUIRED, SEE DETAIL A4/S-502 FOR INFILL.

FOUNDATION NOTES:

SCALE: 1/8" = 1'-0"A6

FOUNDATION PLAN

0 4' 8' 16'

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

COLUMN FOUNDATION SCHEDULE

TYPE COUNT WIDTH LENGTH THICKNESS REINFORCING

CF2.0 6 2' - 0" 1' - 0" 2 #5 CONT. L.W. & #4 AT 16" C/C S.W. BOTT.

F2.5-4.0 6 2' - 6" 4' - 0" 1' - 2" 5 #4 TOP AND BOTT. E.W./ EPOXY DOWEL TOP LAYER 10" INTO EXISTING CMU WALL F2.5-4.0A 1 2' - 6" 4' - 0" 1' - 2" F2.5-5.0 8 2' - 6" 5' - 0" 1' - 2" 5 #4 TOP AND BOTT. E.W./ EPOXY DOWEL TOP LAYER 10" INTO EXISTING CMU WALL

F5.0 1 5' - 0" 5' - 0" 1' - 0" 5 #5 EACH WAY BOTT.

Grand total: 22

NORTH

Dwg. No.

S y m b o l

D e s c ri p ti o n A p p ro v e d D a te

B C D E F G H I

B D E F G H I

A p p ro v e d D a te

D e s c ri p ti o n S y m b o l

D a te

D ra w n b y

C h e c k e d b y

D e s ig n e d b y

D ra w in g N u m b e r:

P lo t S c a le

P lo t D a te

F ile

N a m e

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

M O

C O

M M

A N

D th

L E

- D

- L

S N

O T

E D

Sheet of

U B

T A

U B

T A

U B

T A

U B

T A

S U

B M

A L

R T

A S

U B

T A

U S F w o rk g ro u p a ct iv e D R A W

G S P

M c G u ir e R A H S

U C .r vt

:1 :1

A M

S-101

F O

U N

D A

N P

L A

L E

V E

D E

E M

L D

R H

P M

R P

T F

P T

F L

R E

P A

U T

O H

O B

B Y

S H

O P

P T

F L

-5

S -1

.d w g

REFER TO SECTIONS FOR ADDITIONAL FOUNDATION REQUIREMENTS

EXISTING STRUCTURE NOTES:

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS

WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED FOR US AIR FORCE:

A. PREPARED BY: GERARD A. BARBA, A.I.A. – SHREWSBURY, NEW JERSEY

ENTITLED: CONSOLIDATED RECREATION WORKSHOP

DATED: 1961

B. PREPARED BY: WANK, ADAMS, AND SLAVIN – NEW YORK, NEW YORK

ENTITLED: AUTO RECREATIONAL WORKSHOP ADDN. BLDG. 24-15

DATED: 1965

C. PREPARED BY: CUH2A – PRINCETON, NEW JERSEY

ENTITLED: AUTO HOBBY SHOP AREA BLD 24-15

DATED: 1980

2. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL

CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE

INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO)

DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICTS.

e3enmrt3 Sticky Note e3enmrt3 Polygon

A-203 A6

A-202 A4

F4 A-301

A4 A-301

A-203 A4

A2 A-301

C6 A-301

E6 A-301

65 7

D3 A-310

D6 A-310

B.1

F.5

27' - 2" 27' - 2"

7 5 /8"

- 0

4 3

/8" 3'

- 8

- 0

21' - 3 3/4" 10' - 11 1/4" 11' - 0 1/4" 16' - 6 1/4"

D4 A-301

A-520 A6

A6 A-301

2" / 1

2" / 12"

2" / 1

2" / 12" 2" / 12"

2" / 1

2" / 12" 2" / 12"

2" / 1

2" 2"

/ 1 2"

E4 TYP

A-520

H4 TYP

A-520

H4 TYP

A-520

E6 TYP

A-520

E6 TYP

A-520

H4 TYP

A-520

OIL RECOVERY TANK. N.I.C.

1' - 5"

- 5

VTR

E3 A-310

C3 A-310

E6 A-310

- 1

60'-3 5/8"

64'-5 5/8"

'-8

4'-

8'-

SKYLIGHT

ROOF LEGEND

SNOW

GUARDS

VTR

0 8'4' 16'

1/8" = 1'-0"NORTH

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

M M

A N

D th

L E

- D

- L

S N

Sheet of

S U

GRAPHIC SCALE

S U

:3 :3

P M

A-103

R O

O F

A U

O P

-5

-1

.d w g

SCALE: 1/8" = 1'-0"A6 ROOF PLAN

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

A2 A-301

C6 A-301

6 57 4 2 1

D3 A-310

G4 A-302

MEZZANINE

125' - 5 7/8"

21' - 3 3/4"10' - 11 1/4"11' - 0 1/4"16' - 6 1/4"27' - 2"27' - 2"

100 300301302304

W-B5 W-B5 W-B5

CS-1

FB-2

FB-1

FB-2

FB-1

CS-1

FB-1

M-1

FB-1

CS-1

FB-2

FB-1

M-1

CS-1

M-1

CS-1 CS-1 CS-1

M-1

M-1 M-1

SSMR

M-1

M-1 M-1

SSMR

M-1

D6 A-302

A6 A-301

W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 M-1

EIFS

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

E3 A-310

C3 A-310

L-2 L-2 L-2 L-2

M-1 M-1 M-1 M-1 M-1M-1

M-1

0 3 /8"

- 8

1/ 2"

- 1

1 1 /2"

(TYP.)

2'- 8"

4"5'- 0"

8"2'- 8"

8"1'- 4"

8"4'- 8 3

/8"

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

A2 A-301

C6 A-301 65 7421

D3 A-310

MEZZANINE

125' - 5 7/8"7'

- 1 1 1

/2" 0'

- 8 1/

0 3

/8"

212W-AR

FB-2

CS-1

FB-2

FB-1

FB-2

FB-1

CS-1

FB-1

M-1

CS-1CS-1 CS-1 CS-1 CS-1 CS-1 CS-1

M-1 M-1

M-1

SSMR

FB-1

FB-2

FB-1

CS-1

FB-1

M-1 M-1 M-1

M-1

27' - 2"27' - 2"16' - 6 1/4"11' - 0 1/4"10' - 11 1/4"21' - 3 3/4"

D6 A-302

A6 A-301

EIFSW-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1

L-2

L-3

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

W-ARW-AR W-ARW-AR W-A

E3 A-310

C3 A-310

M-1 M-1

L-4L-4L-4

SPLASHBLOCK AND

3"X4" DOWNSPOUT, TYP.

1'- 4 3

/8" 8"

5'- 0"

4" 2'-

0 8'4' 16'

1/8" = 1'-0"

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

M M

A N

D th

L E

- L

A S

N O

Sheet of

S U

GRAPHIC SCALE

S U

:3 :4

P M

A-201

N O

O U

O N

A U

O P

-5

-2

.d w g

SCALE: 1/8" = 1'-0"A3 NORTH ELEVATION - AUTO HOBBY SHOP & COVERED STORAGE AREA

EXTERIOR MATERIAL LEGEND

MARK MANUFACTURER MATERIAL FEDERAL STANDARD COLOR NO. COMMENT

FB-1 BORDEN PAMLICO BRICK 11-55-1 BROWN MCGUIRE STANDARD BROWN BRICK

FB-2 BORDEN PAMLICO BRICK SOLDIER COURSE 11-55-1 BROWN MCGUIRE STANDARD BROWN BRICK

CS-1 - CAST STONE ACCENT BAND 595B #23685

EIFS - EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 595B #23685 DARK BUFF LIMESTONE M-1 - METAL 595B #20040 - DARK BROWN EXTERIOR DOORS, LOUVERS, MULLIONS, AND TRIM (GUTTERS, DOWNSPOUTS, FASCIA, DOOR/WINDOW FRAME

SSMR - ROOFING - METAL STANDING SEAM 595B #20040 - DARK BROWN

SCALE: 1/8" = 1'-0"A6 SOUTH ELEVATION - AUTO HOBBY SHOP & COVERED STORAGE AREA

e3enmrt3 Polygon

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

F4 A-301

A4 A-301

A-301 ABCDEFGJ H

D6 A-310

MEZZANINE

125' - 5 7/8"

27' - 0"+/- 2' - 0" 12' - 4" 11' - 0" 23' - 4" 25' - 2" 3' - 8" 18' - 4 3/8" 1' - 0" 31' - 7 5/8"

B.1F.5

305 109 110 111 112 113 114 115 116W-A W-A

W-B5 W-B5 W-B5 W-B5W-B5

CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1

M-1 M-1

M-1

FB-2

CS-1

FB-2

FB-1

FB-2

FB-1

CS-1

FB-1

SSMR

M-1 M-1

D4 A-301

W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B3W-B3W-B3 EIFSL-1A L-1A

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

OIL RECOVERY

TANK. N.I.C.

E6 A-310

L-2 L-2 L-2 L-2

M-1

M-1M-1

W-B2 W-B2 L-1AL-1B W-B2 W-B2

- 1

1 1 /2"

- 8

1/ 2"

0 3 /8"

SPLASHBLOCK AND

3"X4" DOWNSPOUT, TYP.

4'- 8 3

/8" 8"

1'- 4"8"

2'- 8"

8" 5'-

0" 4"

2'- 8"

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

MEZZANINE

125' - 5 7/8"

FB-2

FB-1

CS-1

FB-1

M-1 M-1 M-1 M-1

M-1

FB-1

B6 A-302

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

E6 A-310

- 1

1 1 /2"

- 8

1/ 2"

0 3 /8"

8" 5'-

0" 4"

2'- 8"

0 8'4' 16'

1/8" = 1'-0"

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

M M

A N

D th

L E

- L

A S

N O

Sheet of

S U

GRAPHIC SCALE

S U

:0 :5

A M

A-202

R E

N S

A U

O P

-5

-2

.d w g

SCALE: 1/8" = 1'-0"A4 EAST ELEVATION - AUTO SHOP

SCALE: 1/8" = 1'-0"A6 EAST ELEVATION - COVERED STORAGE AREA

EXTERIOR MATERIAL LEGEND

MARK MANUFACTURER MATERIAL FEDERAL STANDARD COLOR NO. COMMENT

FB-1 BORDEN PAMLICO BRICK 11-55-1 BROWN MCGUIRE STANDARD BROWN BRICK

FB-2 BORDEN PAMLICO BRICK SOLDIER COURSE 11-55-1 BROWN MCGUIRE STANDARD BROWN BRICK

CS-1 - CAST STONE ACCENT BAND 595B #23685

SSMR - ROOFING - METAL STANDING SEAM 595B #20040 - DARK BROWN

e3enmrt3 Polygon e3enmrt3 Polygon e3enmrt3 Polygon

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

F4 A-301

A4 A-301

A-301A B C D E F G JH

H6 A-310

D6 A-310

MEZZANINE

125' - 5 7/8"

31' - 7 5/8" 1' - 0" 18' - 4 3/8" 3' - 8" 25' - 2" 23' - 4" 11' - 0" 12' - 4" 2' - 0" 27' - 0"+/-

B.1 F.5

101 102 104 105 106 107

W-AW-AW-AW-A

M-1 M-1

M-1

SSMR

M-1

FB-2

CS-1

FB-2

FB-1

FB-2

FB-1

CS-1

FB-1

CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1 CS-1

D4 A-301

EIFS W-B2 W-B2 L-1A W-B2 W-B2 L-1A W-B3W-B3W-B3 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 W-B1 L-1A L-1A L-1A W-B1 W-B1 W-B1 W-B1 W-B1 W-B1

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED.

M-1

E6 A-310

L-2 L-2 L-2 L-2

M-1

M-1 M-1

M-1 M-1M-1

SPLASHBLOCK AND

3"X4" DOWNSPOUT, TYP.

7'-

1/ 2"

8 1 /2"

'-0

3/ 8"

4'- 8 3

/8" 8"

1'- 4" 8"

2'- 8"

8" 5'-

0" 4"

2'- 8"

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"FB-1

FB-2

FB-1

M-1

CS-1

FB-1

M-1 M-1

SSMR

M-1

CS-1 CS-1 CS-1 CS-1 CS-1

B6 A-302

S01 S02 S03 S04 S05

BRICK VENEER BID DEDUCT # 1

INCLUDES LEDGE FOUNDATION

APF FUNDED

SILHOUETTE OF AUTO HOBBY

SHOP SHOWN FOR CLARITY

'-0

3/ 8"

0 8'4' 16'

1/8" = 1'-0"

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

M M

A N

D th

L E

- L

A S

N O

Sheet of

S U

GRAPHIC SCALE

S U

:0 :2

A M

A-203

O N

A U

O P

-5

-2

.d w g

SCALE: 1/8" = 1'-0"A6 WEST ELEVATION OF AUTO SHOP

SCALE: 1/8" = 1'-0"A4 WEST ELEVATION COVERED STORAGE AREA

EXTERIOR MATERIAL LEGEND

MARK MANUFACTURER MATERIAL FEDERAL STANDARD COLOR NO. COMMENT

FB-1 BORDEN PAMLICO BRICK 11-55-1 BROWN MCGUIRE STANDARD BROWN BRICK

FB-2 BORDEN PAMLICO BRICK SOLDIER COURSE 11-55-1 BROWN MCGUIRE STANDARD BROWN BRICK

CS-1 - CAST STONE ACCENT BAND 595B #23685

SSMR - ROOFING - METAL STANDING SEAM 595B #20040 - DARK BROWN

T ectonic Cop yright 2007

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

F4 A-301

A4 A-301

ABCDEFGJ H D6

A-310

A-310 A6

A-310 B6

MEZZANINE

125' - 5 7/8"

B.1F.5

OFFICE

- 1

1 1 /2"

- 8

1/ 2"

0 3 /8"

27' - 0" 2' - 0" 12' - 4" 11' - 0" 23' - 4" 25' - 2" 3' - 8" 18' - 4 3/8" 1' - 0" 31' - 7 5/8"

WOMEN

0206 0208

CORRIDOR/

VENDING

WORK

BAYS

D4 A-301

STORAGE

MEZZANINE

M001OIL RECOVERY

TANK. N.I.C.

METAL STUD

INFILL BEHIND

METAL STUD

INFILL BEHIND

E6 A-310

SB11A

4'- 8 3

/8"

1'- 4" 8"

2'- 8"

5'- 0"

4" 2'-

A2 A-301

6 57 A-310

C6 A-310

C6 Sim

WORK

BAYS

EQEQ

54' - 4"+/-

W-B4 W-C

SHAFT WALL

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

A2 A-301

65 7

MEZZANINE

125' - 5 7/8"7'

- 1 1 1

/2" 0'

- 8 1/

0 3

/8"

EQ EQ

A-310

F6 A-310

A-520 A4

OFFICE

CLASSROOM

TOOL

ROOM

A-602 A5

54' - 4"+/-

W-C W-B4

REMOVABLE

SECTION OF

RAILING

8 3 /8"

3'- 4"

8" 8" 1'-

4" 8" 2'-

8" 8"

5'- 0"

4" 2'-

E6 A-301

G JH

H6 A-310

A-310 F3

A-310 G32' - 0" 27' - 0"

WORK

BAYS

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

C6 A-3015 4 2 1

A-310 A3

A-310 B3

MEZZANINE

125' - 5 7/8"

21' - 3 3/4"21' - 11 1/2"16' - 6 1/4"

0 3 /8"

- 8

1/ 2"

- 1

1 1 /2"

WORK

BAYS

A-301

CMU INFILL

2'- 8"

4"5'- 0"

8"2'- 8"

8"1'- 4"

8"4'- 8 3

/8"

A2 A-301

65 7

EQ EQ

54' - 4"+/-

- 5

- 1

MAX LIFT

HEIGHT

MAX VEHICLE

HEIGHT

E6 A-301

J H

0 8'4' 16'

1/8" = 1'-0"

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

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M O

C O

M M

A N

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A S

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Sheet of

S U

GRAPHIC SCALE

S U

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A M

A-301

A R

C H

A L

B U

N S

A U

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SCALE: 1/8" = 1'-0"A2 LONGITUDINAL SECTION - LARGE WORK BAY AREA

SCALE: 1/8" = 1'-0"A4 TRANSVERSE SECTION - CURRENT HIGH WORK BAY AREA

SCALE: 1/8" = 1'-0"F4 TRANSVERSE SECTION - MEZZANINE & OFFICE

SCALE: 1/8" = 1'-0"C6 TRANSVERSE SECTION - SMALL WORK BAY AREA

SCALE: 1/8" = 1'-0"E6 LONGITUDINAL SECTION - SMALL WORK BAY AREA

SCALE: 1/8" = 1'-0"D4 TRANSVERSE SECTION - LARGE WORK BAY AREA

SCALE: 1/8" = 1'-0"A6 TRANSVERSE SECTION - SMALL WORK BAY AREA

1 HR FIRE RATED

e3enmrt3 Polygon e3enmrt3 Polygon e3enmrt3 Polygon

LOWER ROOF

124' - 9 3/8"

B6 A-302

A-302 G4

Sim

1'- 4 3

/8" 8"

5'- 0"

4" 2'-

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

D6 A-302

A-302 E4

SNOW GUARDS

5" X 5" GUTTER,

TYP.

STANDING SEAM

ROOF

3" X 4"

DOWNSPOUT, TYP.

DOOR AS

SCHEDULED

EXISTING CMU

WALL

CAST STONE

LINTEL

MF00

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

A-511 G4

A-511 G5

BRICK VENEER

EXISTING CMU WALL

CMU WALL

BRICK SOLDIER COURSE

4" CMU BRICK LEDGE

3" X 4" DOWNSPOUT,

TYP.

5" X 5" GUTTER, TYP.

CAST STONE BAND

MF00

1'- 4 3

/8" 8"

5'- 0"

4" 2'-

0 8'4' 16'

1/8" = 1'-0"

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

M M

A N

D th

L E

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A S

N O

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:0 :0

A M

A-302

A R

C H

A L

B U

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A U

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SCALE: 1/8" = 1'-0"D6 LONGITUDINAL SECTION - STORAGE

SCALE: 1/8" = 1'-0"B6 TRANSVERSE SECTION - STORAGE

SCALE: 1/4" = 1'-0"E4 STORAGE - WEST WALL

SCALE: 1/4" = 1'-0"G4 WALL SECTION

e3enmrt3 Polygon

T ectonic Copyrig ht 2007

G H

A-510 H4

Sim

OVERHEAD DOOR BEYOND

EXISTING CMU WALL

EXISTING CONCRETE SLAB

METAL STUD WALL

4" CMU BRICK LEDGE

LOUVER

BRICK SOLDIER COURSE

CAST STONE BAND

BRICK SOLDIER COURSE

BRICK VENEER

RIGID INSULATION

STANDING SEAM

ROOF

CAST STONE BAND

GCE11

LEVEL 1

114' - 9"

LOWER ROOF

124' - 9 3/8"

UPPER ROOF

133' - 5 3/8"

MEZZANINE

125' - 5 7/8"

- 1

1 1 /2"

- 8

1/ 2"

0 3 /8"

DOOR AS

SCHEDULED

LIGHTWEIGHT

CONCRETE

ON METAL DECK

(SEE STRUCT.)

EXISTING CMU

WALL

CMU

RIGID INSULATION

STANDING

SEAM ROOF

MDF00

A-511 E6

OVERHEAD DOOR

BEYOND

CAST STONE

EXISITNG

CMU WALL

METAL STUD WALL

SOLDIER COURSE

LOUVER

FASCIA

SOFFIT

4" CMU

BRICK VENEER

RIGID INSULATION

STANDING SEAM ROOF

GEE11

EXISTING

CMU WALL

SOFFIT

FASCIA

BRICK

VENEER

3" X 4" DOWNSPOUT

TYP.

EIFS

4" CMU BRICK

LEDGE

CAST STONE BAND

BRICK SOLDIER

COURSE

BRICK SOLDIER

COURSE

5" X 5" GUTTER,

TYP.

CAST STONE

BAND

A-511 E4

RIGID INSULATION

FASCIA

SOFFIT

EIFS

CAST STONE

BAND

METAL

STUD WALL

BRICK VENEER

EXISTING CMU

STANDING

SEAM ROOF

BRICK SOLDIER

COURSE

BRICK SOLDIER

COURSE

CAST STONE BAND

GE11

LEVEL 1

114' - 9"

UPPER ROOF

133' - 5 3/8"

MEZZANINE

125' - 5 7/8"

A-510 D2

Sim

A-511 C4

A-511 C6

GUTTER

3" x 4" DOWNSPOUT, TYP.

WINDOW AS SCHEDULED

EIFS

WINDOW AS

SCHEDULED

EXISTING CMU WALL

CAST STONE

BRICK VENEER

4" CMU BRICK LEDGE

BRICK SOLDIER COURSE

METAL STUD WALL

CAST STONE SILL

CAST STONE LINTEL

GCE11

7'-

1/ 2"

'-8

7/ 8"

CMU

EXISTING CMU

WALL

EIFS

4" CMU BRICK

LEDGE

STANDING SEAM

ROOF

RIGID INSULATION

CAST STONE

BAND

BRICK SOLDIER

COURSE

BRICK SOLDIER

COURSE

BRICK VENEER

CAST STONE

BAND

MH00

4'- 8 3

/8" 8"

1'- 4"

8" 3'-

4" 5'-

0" 4"

2'- 8"

A-510 H4

RIGID

INSULATION

CMU

EIFS

BRICK VENEER

CAST STONE BAND

EXISTING

CMU WALL

4" CMU BRICK LEDGE

BRICK SOLDIER COURSE

BRICK SOLDIER

COURSE

STANDING SEAM

ROOF

CAST STONE BAND

BRICK SOLDIER

COURSE

MDF00

2'- 8"

4" 5'-

0" 8"

2'- 8"

8" 1'-

4" 8"

4'- 8 3

/8"

A-510 F2

A-510 F4

WINDOW AS

SCHEDULED

OVERHEAD

DOOR

EXISTING

CMU WALL

CAST STONE

LINTEL

METAL STUD WALL

BRICK SOLDIER

COURSE

INTERIOR CMU

WALL

3" X 4" DOWNSPOUT

TYP.

G H

A-510 D4

A-510

D2 SNOW GUARDS

STANDING SEAM

ROOF

RIGID INSULATION

WINDOW AS

SCHEDULED

CAST STONE BAND

BRICK VENEER

OVERHEAD

DOOR

EXISTING CMU

WALL BEYOND

BRICK SOLDIER COURSE

METAL STUD WALL

CAST STONE LINTEL

GCE11

A-511 A4

A-511 A6

A-511 A2

METAL STUD WALL

WINDOW AS SCHEDULED

CAST STONE BAND

KNOX BOX

STOREFRONT

AS SCHEDULED

EXISTING CMU WALL

ACT CEILING

LIGHTWEIGHT

CONCRETE ON METAL

DECK (SEE STRUCT.)

REMOVABLE RAILING

RIGID INSULATION

STANDING SEAM ROOF

BRICK SOLDIER COURSE

INTERIOR CMU WALL

CAST STONE LINTEL

GEE11

A-510 A2

A-510 A4

A-510 A6

LOUVER

WINDOW AS SCHEDULED

EXISTING CMU WALL

METAL STUD WALL

EIFS

BRICK VENEER

3" X 4" DOWNSPOUT,

TYP.

SPLASH BLOCK, TYP.

4" CMU BRICK LEDGE

SOFFIT

STANDING SEAM ROOF

RIGID INSULATION

FASCIA

BRICK SOLDIER COURSE

CAST STONE BAND

BRICK SOLDIER COURSE

CAST STONE SILL

CAST STONE LINTEL

5" x 5" GUTTER, TYP.

GEE11

MFF00

G H

EXISTING

CONCRETE SLAB

OVERHEAD DOOR

METAL STUD

WALL

RIGID

INSULATION

WINDOW AS

SCHEDULED

BRICK SOLDIER

COURSE

STANDING

SEAM ROOF

CAST STONE LINTEL

EXISTING CMU

WALL BEYOND

GCE11

EXISTING

CONCRETE

SLAB

METAL STUD

WALL

OVERHEAD

DOOR

RIGID

INSULATION

CAST STONE

BAND

BRICK SOLDIER

COURSE

WINDOW AS

SCHEDULED

EXISTING CMU

WALL BEYOND

STANDING

SEAM ROOF

GCE11

METAL STUD WALL

CAST STONE

RIGID

INSULATION

STANDING SEAM

ROOF

OVERHEAD

DOOR

WINDOW AS

SCHEDULED

SOLDIER COURSE

CAST STONE

LINTEL

GEE11

BRICK VENEER DEDUCT #1 INCLUDES ALL BRICK VENEER, CAST STONE, AND CMU BRICK

LEDGES AND IS APF FUNDED. SEE SCHEDULES FOR APF FUNDED DOORS AND WINDOWS.

APF NOTE:

0 4'2' 8'

1/4" = 1'-0"

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

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M O

C O

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A N

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GRAPHIC SCALE

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A M

A-310

A R

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A L

W A

O N

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SCALE: 1/4" = 1'-0"D3 WALL SECTION

SCALE: 1/4" = 1'-0"H6 WALL SECTION

SCALE: 1/4" = 1'-0"D6 WALL SECTION

SCALE: 1/4" = 1'-0"B6 WALL SECTION

SCALE: 1/4" = 1'-0"B3 WALL SECTION

SCALE: 1/4" = 1'-0"G3 WALL SECTION

SCALE: 1/4" = 1'-0"A6 WALL SECTION

SCALE: 1/4" = 1'-0"A3 WALL SECTION

SCALE: 1/4" = 1'-0"C6 WALL SECTION

SCALE: 1/4" = 1'-0"F3 WALL SECTION

SCALE: 1/4" = 1'-0"F6 WALL SECTION

SCALE: 1/4" = 1'-0"G6 WALL SECTION

SCALE: 1/4" = 1'-0"E3 WALL SECTION

SCALE: 1/4" = 1'-0"C3 WALL SECTION

SCALE: 1/4" = 1'-0"E6 WALL SECTION

FDFD

P-4

P-

P-4

P-5

P-

P-5

P-

P-5

FDFD

P-

65 7

WOMEN

F.5

MEN

I-401A2

SF-1

RF-1

SF-1

RF-1,2,3

SC-1

SF-1

SC-1

RF-1,2,3

SC-1

EFS-1

WORK

BAYS

EQ3. EQ3.

START OF

RF-1,2,3

SST-1

CLASSROOM

COMM

WORK

BAYS

B-2

P-2WAITING

AREA

B-2 P-2

I-401 F4

P-3MECHANICAL/

ELECTRICAL

0212 B-2

P-3STORAGE

B-2 P-2

P-3JANITOR

B-2 P-4

CORRIDOR/

VENDING

B-2 P-2

TOOL

ROOM

P-3

B-2 P-2

OFFICE

B-2 P-3

T-3 T-3

EQ. EQ.

6' - 6" 6' - 6"

6' - 6"

EFS-1

WB-1

EF-1

SF-1

CORRIDOR

LEVEL 1

114' - 9"

B-1

P-2P-7P-2

LEVEL 1

114' - 9"

P-2

B-1

LEVEL 1

114' - 9"

B-1

P-6

P-2

LEVEL 1

114' - 9"

P-2

B-1

P-4

SST-2

P-5

B-2

SST-2

MW-1

SH-4

R-1

P-4

PL-1

B-2

P-2

B-2

P-2

FINISH LEGEND

RF-1

RF-2

RF-3

SF-1

PT-1

PT-2

PT-3

EF-1

EFS-1

SC-1

I-401 H6 I-401H5

F6 F5

PT-1,2,3PT-1,2,3 B-1

P-2

B-1 P-2

- 0

6"6" WOMEN

MEN

PT-1

PT-2

PT-3

START OF PT-1,

PT-2, PT-3

PORCELAIN TILE

START OF PT-1,

PT-2, PT-3

PORCELAIN TILE

0 2'1' 4' 8'

3/8" = 1'-0"NORTH

Dwg. No.

Sy m bo l

D es cr ip tio n

A pp ro ve d D at e

B C D E F G H I

B D E F G H I

A pp ro ve d D at e

D es cr ip tio n

Sy m bo l

D at e :

D ra w n by

C he ck ed b y:

D es ig ne d by

D ra w in g N um be r:

P lo t S ca le

P lo t D at e:

Fi le

N am e:

O F

F O

R C

M O

C O

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A N

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N O

Sheet of

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A M

I-401

R E

N S

R G

O O

R P

C P/

A U

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SCALE: 1/4" = 1'-0"B6 ENLARGED FINISH PLAN

SCALE: 1/4" = 1'-0"H6 MEN'S 0207 EAST ELEV. - FINISHES

SCALE: 1/4" = 1'-0"F6 MEN'S 0207 SOUTH ELEV. - FINISHES

SCALE: 1/4" = 1'-0"H5 WOMEN'S 0206 WEST ELEV. - FINISHES

SCALE: 1/4" = 1'-0"F5 WOMEN'S 0206 SOUTH ELEV. - FINISHES

SCALE: 1/4" = 1'-0"A1 CORRIDOR/ VENDING 0208 NORTH ELEV. - FINISHES

SCALE: 1/4" = 1'-0"C2 CORRIDOR/ VENDING 0208 SOUTH ELEV. - FINISHES

SCALE: 1/4" = 1'-0"A2 CORRIDOR/ VENDING 0208 WEST ELEV. - FINISHES

SCALE: 3/8" = 1'-0"F4 ENLARGED BATHROOM PLANS

0 4'2' 8'

1/4" = 1'-0"

(THESE NOTES APPLY TO ALL ELECTRICAL DRAWINGS.)

1. ALL WORK AND EQUIPMENT SHALL COMPLY WITH ALL AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE INTERNATIONAL MECHANICAL CODE, THE LOCAL FIRE MARSHALL, UNDERWRITERS LABORATORY (UL), IRI, FM, OSHA, AND THE NATIONAL ELECTRICAL CODE (NEC). MODIFICATIONS REQUIRED BY THE ABOVE SAID AUTHORITIES TO BRING THE SPACE UNDER CONTRACT UP TO CODE SHALL BE MADE WITHOUT ADDITIONAL CHARGE WHERE CONTRACT DOCUMENT REQUIREMENTS ARE IN EXCESS OF CODE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. DEVIATIONS FROM THE CONTRACT DOCUMENTS REQUIRED BY

THE ABOVE AUTHORITIES SHALL BE SUBMITTED TO THE COTR FOR REVIEW.

2. ALL SPECIFICATIONS AND DRAWINGS, I.E, MECHANICAL, AND ELECTRICAL ARE COMPLIMENTARY AND MUST BE USED IN COMBINATION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. IF ANY INFORMATION CONFLICTS

WITHIN THE SPECIFICATIONS AND DRAWINGS SHALL BE BROUGHT OF THE COTR ATTENTION.

3. CONTRACTORS SHALL VERIFY ALL POINTS OF CONNECTION BEFORE COMMENCING WORK. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES. CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, DEBRIS, AND

RUBBISH FROM SITE AND LEGALLY DISPOSE OF IT.

4. CONTRACTOR SHALL COORDINATE, PREPARE AND SUBMIT SHOP DRAWINGS TO THE COTR FOR APPROVAL.

5. A SET OF RECORD/COORDINATION DRAWINGS SHALL BE MAINTAINED IN THE GENERAL CONTRACTORS OFFICE AT THE JOB SITE. ACTUAL LOCATIONS OF ALL EQUIPMENT, CONDUITS, ETC., AND ALL DEVIATIONS OF THE WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE MARKED ON THE RECORD/COORDINATION DRAWINGS. EACH TRADE SHALL REVIEW THE COORDINATION DRAWINGS AND RESOLVE ANY POTENTIAL CONFLICTS WITH OTHER TRADES PRIOR TO INSTALLING ANY PORTION OF THERE WORK CONTRACTOR SHALL NOT CORE, DRILL, OR CUT CONCRETE SLABS FOR ANY REASON WITHOUT THE KNOWLEDGE AND WRITTEN

CONSENT OF THE COTR.

6. WORK SHALL BE EXECUTED IN A GOOD WORKMANLIKE MANNER USING MECHANICS SKILLED IN THERE RESPECTIVE TRADES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR ALL COORDINATING THE WORK UNDER THIS CONTRACT.

MAINTAIN THE CONSTRUCTION PREMISES IN A NEAT AND ORDERLY CONDITION AT THE END OF EACH WORKING

DAY.

7. CONTRACTOR SHALL MAKE ALL FINAL EQUIPMENT CONNECTIONS AND PROVIDE THE NECESSARY DEVICES, ETC.

FOR A COMPLETE AND OPERABLE SYSTEM. COORDINATE REQUIREMENT FOR PROVISION OF MOTOR STARTERS, DISCONNECTS, CONTACTORS, ETC. AS REQUIRED FOR A PROPER FUNCTIONING SYSTEM.

8. ARRANGE CONDUIT, WIRING, EQUIPMENT AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCE AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND COORDINATE THE WORK WITH ALL TRADES. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE.

9. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC. ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS REQUIRED FOR COMPLETE OPERATIONAL SYSTEM.

10. CONTRACTOR SHALL ACCOMPANY THE COTR FOR INSPECTION AND APPROVAL AT PROJECT COMPLETION.

11. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES OF INSPECTION REQUIRED BY THE

AUTHORITIES HAVING JURISDICTION OVER THIS WORK.

12. CONTRACTOR SHALL IDENTIFY AND MARK ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL USE EXTREME CARE TO AVOID HITTING,DAMAGING OR DISRUPTING EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY THE

COTR IMMEDIATELY IN THE UNLIKELY EVENT ANY UTILITY IS DISTURBED.

13. EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO UNSWITCHED LOCAL LIGHTING CIRCUIT AND ACTIVE ONLY WHEN POWER FROM THE LIGHTING CIRCUIT IS LOST. EXIT SIGN SHALL BE CONNECTED TO UNSWITCHED LEG OF EXISTING LOCAL LIGHTING CIRCUIT AND SWITCH TO BATTERY BACKUP CIRCUIT ONLY

WHEN POWER FROM THE NORMAL LIGHTING CIRCUIT IS LOST.

14. COMMUNICATION WORK INCLUDES "TELEPHONE, DATA, COMBINATION TELE/DATA, A/V" ETC. CONTRACTOR SHALL PROVIDE 4 PAIR CATEGORY 6 CABLES FOR VOICE AND DATA CAT6 OUTLETS IN 1” CONDUIT FROM DEVICE TO 6” ABOVE CEILING, AND THEN ROUTE/TERMINATE CATEGORY 6 CABLES TO TELECOMM ROOM.

PROTECT ALL COMMUNICATION NETWORK EQUIPMENT DURING AND AFTER CONSTRUCTION UNTIL FINAL

COMPLETION.

15. SEAL ALL PENETRATIONS THROUGH FIRE WALL/ FLOOR WITH A LISTED FIRE RATED SEALANT ASSEMBLY MAINTAINING THE ORIGINAL FIRE RATING OF THE WALL/FLOOR. REFER TO ARCHITECTURAL DRAWINGS FOR

MORE INFORMATION.

16. ALL NEW PANELBOARDS SHALL HAVE 100% COPPER BUS FOR NEUTRAL AND GROUNDING BUS. BOLT-ON

BREAKERS AND DOOR-IN-DOOR TRIM.

17. CONTRACTOR SHALL NOT INSTALL ANY CONDUIT ON THE EXTERIOR OF THE BUILDING.

J CEILING OR WALL MOUNTED JUNCTION BOXJ

SYMBOL DESCRIPTION MOUNTING

A a

UPPER CASE LETTER INDICATES FIXTURE TYPE. REFER TO LIGHTING FIXTURE

SCHEDULE FOR DESCRIPTION.

LOWER CASE LETTER INDICATES SWITCH(ES) CONTROLLED FIXTURES.

TYPICAL FOR ALL LIGHT FIXTURES.

SEE FIXTURE SCHEDULE.

NEW FLUORESCENT FIXTURE - FLUSH, SURFACE, OR WALL MOUNTED. SEE FIXTURE SCHEDULE.

SINGLE AND DOUBLE SIDED CEILING MOUNTED LED EXIT SIGNS WITH

EMERGENCY BATTERY PACK, ARROW INDICATES DIRECTION OF EXIT.

SINGLE AND DOUBLE SIDED WALL MOUNTED LED EXIT SIGNS WITH

EMERGENCY BATTERY PACK, ARROW INDICATES DIRECTION OF EXIT.

12" BELOW CEILING UON

6" ABOVE DOOR UON

SINGLE POLE FLUSH MOUNTED FAN CONTROL SWITCH. 20A, 125/277V.

LUTRON# GFS-SE, GLYDER SERIES

3-WAY FLUSH MOUNTED LIGHT SWITCH. 20A, 125/277V.

SM MANUAL MOTOR CONTROLLER.

SOC

DUAL TECHNOLOGY WALL MOUNTED OCCUPANCY SENSOR/ SWITCH

S 46" AFF

46" AFF

46" AFF UON

46" AFF

WALL MOUNTED FLUSH DUPLEX RECEPTACLE, 20A, 125V, 3W.

WALL MOUNTED FLUSH QUADRUPLEX RECEPTACLE, 20A, 125V, 3W.

WALL MOUNTED FLUSH DUPLEX GFI RECEPTACLE, 20A, 125V, 3W.

WALL MOUNTED SIMPLEX OUTLET, TYPE AS SHOWN ON DRAWING

SURFACE MOUNTED PANELBOARD. VOLTAGE AS SHOWN ON SCHEDULE.

18" AFF

46" AFF

18" AFF; UON

60" AFF TO TOP

FLUSH MOUNTED PANELBOARD. VOLTAGE AS SHOWN ON SCHEDULE. 60" AFF TO TOP

HOMERUN TO PANELBOARD. CIRCUITRY SHALL BE ALSO CONTAIN A CONDUIT

AND AN INSULATED GREEN GROUNDING CONDUCTOR SIZED PER NEC.

ARROWHEAD INDICATES NUMBER OF CIRCUITS AND HASH MARK INDICATES

NUMBER OF CONDUCTORS IN CONDUIT.

N/A

WIRING CONCEALED IN WALL, FLOOR OR IN CEILING SPACE. MINIMUM

2#12+1#12GND - 3/4" EMT. UON

N/A

SEE DRAWING

WALL MOUNTED FLUSH TELEPHONE OUTLET, SEE NOTE # 14.

WALL MOUNTED FLUSH, TELEPHONE/DATA OUTLET, SEE NOTE # 14.

18" AFF

NOTE: THE MOUNTING HEIGHT FOR ALL SWITCHES AND RECEPTACLES SHALL BE FROM THE CENTER OF DEVICE TO AFF, UON.

SINGLE POLE FLUSH MOUNTED LIGHT SWITCH. 20A, 125/277V. LOWER CASE

LETTER INDICATES CONTROLS DEVICE.

S 46" AFF

COMBINATION STARTER WITH DISCONNECT AND

OVERLOAD RELAY. SEE DRAWING NOTE FOR MORE

INFORMATION.

60" AFF TO TOP UON

NON-FUSED OR FUSED DISCONNECT SWITCH, SIZE AS

SHOWN ON DRAWING. VOLTAGE AS PER CIRCUIT VOLTAGE.

60" AFF TO TOP UONF

N/A

SYMBOL DESCRIPTION MOUNTING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

APPROX APPROXIMATE

AUX AUXILIARY

A/V AUDIO/VISUAL

BOT BOTTOM

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

COR COMMANDING OFFICER'S REPRESENTATIVE

CU IN CUBIC INCH

CR CONTROL RELAY

CU CONDENSER UNIT

CV CONTROL VALVE

CW COOL WHITE

ID DIAMETER, INSIDE

OD DIAMETER, OUT SIDE

DISC DISCONNECT

DN DOWN

DWG DRAWING

EC ELECTRICAL CONTRACTOR

EA EXHAUST AIR

EF EXHAUST FAN

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EX, EXIST. EXISTING

ETR EXISTING TO REMAIN

F FAHRENHEIT

FLA FULL LOAD AMPS

FM FACTORY MUTUAL

FT FEET

GALV GALVANIZED

GFCI,GFI GROUND FAULT INTERRUPTER

GRD GROUND

H-O-A HAND-OFF-AUTOMATIC SWITCH

HP HORSE POWER

IRI INDUSTRIAL RESEARCH INSTITUTE

JB JUNCTION BOX

KW KILOWATT

KAIC,KA KILO AMPERE INTERRUPTING CURRENT

KV KILOVOLTS

LG LENGTH

LF LINEAR FEET

LTG LIGHTING

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MH MOUNTING HEIGHT

MLO MAIN LUGS ONLY

MS MOTOR STARTER

MTD MOUNTED

MTR, M MOTOR

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NL NIGHT LIGHT

NMCI NAVY/MARINE CORPS INTERNET

NO NORMALLY OPEN

NC NORMALLY CLOSE

NTS NOT TO SCALE

NO, # NUMBER

OCPD OVER CURRENT PROTECTION DEVICE

OC ON CENTER

PH, Ø PHASE

P POLE

PNL PANEL

PVC POLYVINYL CHLORIDE CONDUIT

RSC,RGS RIGID STEEL CONDUIT

SCHED SCHEDULE

SPEC SPECIFICATION

SS STAINLESS STEEL

SW SWITCH

TEL TELEPHONE

TYP TYPICAL

UH UNIT HEATER

UON UNLESS OTHERWISE NOTED

US ULTRASONIC MOTION SENSOR

VAR VARIABLE

V VOLTS

W WATTS

WC WATER COOLER

W/ WITH

XFMR TRANSFORMER

SURFACE METAL RACEWAY WITH NEMA 5-20R

RECEPTACLES, TYPE, SIZE AS SHOWN ON DWG.

46" AFF UON

MOTOR (HP AS INDICATED ON DRAWING)

WALL MOUNTED OUTLET BOX FOR CABLE TV. SEE NOTE #14. WALL MTD @ 12" BELOW CEILING

(SEE DRAWING)

CEILING MOUNTED SPECIAL OUTLET, L14-20R, 20A, 125/250V, 3P, 4W N/A

DUAL TECHNOLOGY OCCUPANCY SENSOR AND POWER PACK CEILING MOUNTEDOS

GENERAL DRAWING NOTESLEGEND LEGEND (CONT.)

ABBREVIATIONS

LIMIT OF DEMOLITION N/A

CONNECT TO EXISTING N/A

EMERGENCY LIGHTING FIXTURE WITH INTEGRAL BATTERY PACK

P T

F L

A S

H O

W N

E-001

E L

E C

T R

I C

E N

E R

O T

E S

S Y

M B

O L

B B

R E

V I A

T I O

N S

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a w n b y

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i l e a m e

D E

P A

R T

M E

I R

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

U T

O B

L D

P M

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

L e3enmrt3 Polygon e3enmrt3 Polygon e3enmrt3 Polygon

J J

P T

F L

ED101

D E

M O

L I T

I O

L E

C T

R I C

L E

V E

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

P M

0 8'4' 16'

1/8" = 1'-0"

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

1. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXTENT

OF DEMOLITION SCOPE OF WORK.

2. DISPOSE OF ALL MATERIALS AND EQUIPMENT REMOVED UNDER MAFB

DEMOLITION APPROPRIATELY.

3. ALL HAZARD ABATEMENT WORK INCLUDING REMOVAL OF ELECTRONIC

BALLAST SHALL BE FUNDED BY THE MCGUIRE APF. HAZMAT ABATEMENT

SHALL BE PERFORMED PRIOR TO BUILDING SELECTIVE DEMOLITION. THE

CONTRACTOR SHALL REFERENCE THE HAZMAT REPORT LOCATED IN THE

DOR DESIGN ANALYSIS FOR SPECIFIC QUANTITIES AND LOCATIONS. IF

THE CONTRACTOR DISCOVERS ANY SUSPECT OR VERIFIED HAZMAT

DURING DEMOLITION, THE CONTRACTOR SHALL STOP WORK AND

CONTACT THE COR UNTIL AUTHORIZED TO PROCEED WITH WORK.

DISCONNECT AND REMOVE EXISTING PANELBOARD P1. REMOVE EXISTING PANEL FEEDER CONDUIT AND WIRING BACK TO SOURCE. REMOVE ALL EXISTING BRANCH CIRCUIT CONDUIT AND WIRING IN ITS ENTIRETY UNLESS NOTED OTHERWISE. RETAIN 208 VOLT, 3 PHASE, 20 AMP BRANCH CIRCUIT TO EXISTING RECTIFIER. PROVIDE 12” X 12” X 6” DEEP JUNCTION BOX FOR CONNECTION OF RECTIFIER BRANCH CIRCUIT TO TEMPORARY POWER SOURCE. SEE NOTE 2.

PROVIDE TEMORARY 208 VOLT, 3 PHASE, 20 AMP POWER CONNECTION TO EXISTING RECTIFIER CIRCUIT DURING CONSTRUCTION AS DIRECTED BY COTR. PROVIDE ALL REQUIRED CONDUIT AND WIRING TO TEMPORARY POWER SOURCE. PROVIDE PERMANENT CONNECTION TO RECTIFIER FROM NEW PANEL P1 AFTER INSTALLATION OF PANEL.

REFER TO PANEL SCHEDULE P1 ON DRAWING E601.

DISCONNECT AND REMOVE EXISTING PANELBOARD. REMOVE EXISTING PANEL FEEDER CONDUIT AND WIRING BACK TO

SOURCE. REMOVE ALL EXISTING BRANCH CIRCUIT CONDUIT AND WIRING IN ITS ENTIRETY.

DISCONNECT AND REMOVE EXISTING LIGHTING FIXTURE, ASSOCIATED LIGHTING CONTROLS AND ALL ASSOCIATED

CONDUIT AND WIRING BACK TO SOURCE.

DISCONNECT EXISTING MECHANICAL EQUIPMENT FOR DEMOLITION. DISCONNECT AND REMOVE ALL ASSOCIATED

CONTROL DEVICES AND ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE.

DISCONNECT AND REMOVE EXISTING CORD REEL AND ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE.

MAINTAIN CATHODIC PROTECTION OF EXISTING GAS LINE IN BUILDING THROUGHOUT DEMOLITION AND CONSTRUCTION

PHASES OF PROJECT.

DISCONNECT AND REMOVE ALL EXISTING EXTERIOR WALL MOUNTED LIGHTING FIXTURES AND ALL ASSOCIATED

CONDUIT AND WIRING BACK TO SOURCE.

TYP

EX. PANEL "P3"

RX 3

EX. PANEL "P2"

RX 3

EX. PANEL "P1"

RX 1 2

4 4

SCALE: 1/8"=1'0"

ELECTRICAL DEMOLITION PLAN - LEVEL 1A6

TYP

GENERAL NOTES KEYED NOTES

NORTH GRAPHIC SCALE

NOTE: ALL DEMOLITION RELATED HAZARD

ABATEMENT SHALL BE APF. FUNDED.

e3enmrt3 Polygon

65 7

B.1

F.5

TOOL

ROOM

0200 OFFICE

CLASSROOM

WAITING

AREA

MECHANICAL/

ELECTRICAL

STORAGE

JANITOR

CORRIDOR/

VENDING

WOMEN

MEN

WORK

BAYS

WORK

BAYS

COVERED

STORAGE

CS01

COMM

CORRIDOR

J J

WPWP

P3-7,9

P2-20

P2-17

MAU-2

NEW PANEL"P3"

(DOUBLE SECTION)

P3-11,13

P3-35

P3-12,14

P3-8,10

P3-16,18

P3-20,22P3-19,21

P3-15,17

P3-23,25 P3-24,26

P3-28,30P3-27,29

P3-31,33 P3-32,34

P3-67,69,71

P1-18

P2-23

P2-18

P2-24

P2-19,21

P2-26

P2-22

P1-10 P1-8

J J J P1-16

P1-15,17P1-11,13 P1-12,14

HP-1

30A,208V,1Ø

HP-2

50A,208V,1Ø

30A-3P FUSED DISC SW

IN NEMA 3R ENCL.

WITH 20A FUSES

CKT.# 38,40 TO LTG.

FIXTURES.

SEE DWG. E-111B FOR

CONTINUATION

P2-38,40,42

P3-74,76: 3#10,#10GND-3/4"C

P3-79,81

3#6,#10GND-1"C

84" AFF

84"

AFF

J J

P3-37

J J

P2-13

J J

P2-15

J J

P3-36

P3-38

2#10,#10G.

P2-14

P2-16

J J

P1-22

J J

2#10,#10G.

P2-42

4#8,#10GRD-1" SCH. 40C.

P1-20

P1-24

P3-43

P3-45

P3-47

P3-49

P3-51

P3-53

P3-55 P3-56

P3-54

P3-52

P3-50

P3-48

P3-46

P3-44

P1-19 P2-27P2-25P1-21

2#12 + #12GND

IN 3/4" C (TYP)

J J

P2-28P2-30

P1-23

HAND

DRYER (TYP)

P2-29,31

P2-33

P2-35

PANEL"P1"

PANEL"MDP"

PANEL"P2"

P2-37 P2-39

PANEL"P4"

P4-41

30A-2P 30A-2P

30A-2P

30A-2P WP

P T

F L

E-101

P O

W E

L A

E V

J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

NORTH GRAPHIC SCALE

P M

0 8'4' 16'

1/8" = 1'-0"

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

1. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR

EXACT LOCATION OF OWNER'S FURNISHED EQUIPMENT'S POWER

CONNECTION.

2. ALL ELECTRICAL WORK SHOWN IS NEW, UNLESS OTHERWISE NOTED.

TYP

3 TYP

TYP

4 TYP

SCALE: 1/8"=1'0"

POWER PLAN - LEVEL 1A6

TYP

GENERAL NOTES KEYED NOTES (CONT.)

POWER

CONVERTER

12 12

TO UTILITY

TRANSFORMER

INSTALL CONDUIT 30" MINIMUM BELOW GRADE. PROVIDE ALL REQUIRED

EXCAVATION, BACKFILL, AND SURFACE RESTORATION.

HP-2: COMBINATION MOTOR STARTER AND DISCONNECT SWITCH 60A, 2P,

208V,1Ø IN NEMA 3R ENCLOSURE: HP-1: COMBINATION MOTOR STARTER

AND DISCONNECT SWITCH 30A, 2P, 208V,1Ø IN NEMA 3R ENCLOSURE.

PROVIDE MICROWAVE RECEPTACLE 66" AFF.

PROVIDE TIMER AND DISCONNECT FOR CIRCULATOR PUMP. COORDINATE

TIMED SETTINGS WITH OWNER.

WATER COOLER P-4: PROVIDE (2) GFI RECEPTACLES. COORDINATE

LOCATION AND HEIGHT WITH OWNER.

PROVIDE JUNCTION BOX ABOVE CEILING FOR AUTOMATIC FLUSH VALVES.

INSTALL LOW VOLTAGE TRANSFORMER PROVIDED BY PLUMBING

CONTRACTOR IN NEMA 1 ENCLOSURE COORDINATE REQUIREMENTS WITH

PLUMBING CONTRACTOR. PROVIDE 120/277V, 20A SPST SWITCH ADJACENT

TO TRANSFORMER.

COMBINATION MOTOR STARTER AND DISCONNECT SWITCH, 30A-3P,208V, 3Ø

NEMA SIZE 1.

NEW SERVICE PROVIDED BY GOVERNMENT. COORDINATE INSTALLATION

AND EXACT LOCATION WITH COTR. REFER TO POWER RISER DIAGRAM ON

DRAWING E-603.

NEW SERVICE DISCONNECT. REFER TO POWER RISER DIAGRAM ON

DRAWING E-603.

REFER TO POWER RISER DIAGRAM ON DRAWING E-603

SWITCH FAN WITH LIGHTING. PROVIDE MOTOR RATED SWITCH ADJACENT TO

TRANSFORMER.

PROVIDE LAN OUTLETS WITH CAT 6 CABLE FOR TELEVISION CONNECTION.

COAXIAL CABLE AND OUTLETS SHALL NOT BE USED.

PROVIDE TRIPLEX DATA/VOICE OUTLETS IN OFFICE AREA. REFER TO DETAIL

5 ON DRAWING E-501 FOR ADDITIONAL INFORMATION.

KEYED NOTES

4' - 0” LONG SURFACE METAL RACEWAY WITH TWO NEMA 5-20R DUPLEX

RECEPTACLES MOUNTED 12” ABOVE WORK BENCH, WIREMOLD 3000 OR

APPROVED EQUAL.

NEMA L14-20R RECEPTACLE MOUNTED 6'-6” AFF ON LIFT STRUCTURAL

COLUMN.

HEAVY DUTY UL LISTED CORD REEL WITH 50 FOOT LONG RETRACTABLE

CORD, FLUORESCENT LIGHT WITH 2 - 13W LAMPS, AND CONVENIENCE

RECEPTACLE, NATIONAL ELECTRIC MODEL NO. NAT-20250, OR APPROVED

EQUAL. PROVIDE ALTERNATE PRICE FOR COMBINATION AIR/ELECTRIC

CORD REEL WITH 50 FOOT 300 PSI SPRING DRIVEN AIR HOSE AND 50 FOOT

ELECTRIC CORD WITH FLUORESCENT LIGHT AND TOOL TAP PLUG,

COXREELS MODEL NO. C-L350-5016-D2 OR APPROVED EQUAL.

MOTORIZED OVERHEAD DOOR. PROVIDE 30A-2P DISCONNECT SWITCH AND

POWER CONNECTION TO OVERHEAD DOOR OPERATOR. PROVIDE OUTLET

BOX FOR DOOR OPERATOR CONTROL STATION MOUNTED 48” AFF. PROVIDE

CONTROL WIRING IN 3/4” CONDUIT FROM DOOR OPERATOR CONTROL

STATION TO DOOR OPERATOR. PROVIDE CONTROL WIRING IN 3/4” CONDUIT

FROM DOOR SENSORS TO DOOR CONTROLLER.

PROVIDE 4'(W) X 6'(L) X 3/4" THICK FIRE-RETARDANT TREATED PLYWOOD FOR

TELE/DATA EQUIPMENTS. MOUNT PLYWOOD ON WALL ON 2" THICK

INSULATORS.REFER TO E-801 FOR ADDITIONAL INFORMATION.

4"(H) X 24"(L) X 1/4" THICK COPPER GROUND BUS BAR, ERICO CAT.#

EGBA14424GG WITH STAINLESS STEEL MOUNTING BRACKET AND INSULATOR

KIT. MOUNT BUS 18" AFF ON WALL . CONNECT WITH 1/0 GREEN INSULATED

CONDUCTOR IN 1" CONDUIT TO SERVICE GROUND BUS AND TO NEW

GROUND BUS IN PHOTO LAB BUILDING MECH. RM. SEE DETAIL 5 ON

DRAWING E-502.

17 17

TYP

4 TYP

B.1

F.5

STORAGE

MEZZANINE

M001

P3 - 61,63,65

3-#10,#10GND,3/4" C

P3 -68

P3 - 73

P3 - 62,64,66

P4 - 21,23 P4 - 25,27 P4 -29,31 P4- 33,35

P4-7

P4 -42

P4 -22,24 P4 -26,28

P4 -14,16 P4 -34,36

P4 -10,12 P4 -38,40

P4 -6,8 P4 -9,11

P4 -2,4 P4 -13,15

P4-37,39 P4 -17,19

P4 - 18,20 P4 -30,32

P4-3

P4-1

P4 -5

P4-3

P3-83

P4-5

P3-39

SM SM

GUH-1 GUH-2

EF-6

EF-1

AHU-2

AHU-1

MAU-1

IRH-1

IRH-2

IRH-6

IRH-8 IRH-7

EF-2

EF-7 EF-8 EF-9

EF-10

EF-12

EF-13

EF-14

EF-11 EF-22

EF-21

EF-20

EF-19

EF-23

IRH-3 IRH-4EF-15

EF-16

EF-18

EF-17

IRH-5

20 FT 20 FT

P T

F L

W N

E-102

P O

W E

L A

E Z

Z A

N I N

E V

E L

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

P M

0 8'4' 16'

1/8" = 1'-0"

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

1. ALL ELECTRICAL WORK SHOWN IS NEW, UNLESS OTHERWISE NOTED.

COMBINATION MOTOR STARTER AND DISCONNECT SWITCH, 30A-3P,

208V, 3 PHASE, NEMA SIZE 1.

30A-2P NON-FUSED DISCONNECT SWITCH.

600V, 30A MANUAL MOTOR CONTROLLER IN NEMA 1 ENCLOSURE.

INSTALL ADJACENT TO HEATER.

COMBINATION MOTOR STARTER AND DISCONNECT SWITCH, 30A-2P,

208V, 1 PHASE, NEMA SIZE 1.

COMBINATION MOTOR STARTER AND DISCONNECT SWITCH, 30A-1P,

120V, 1 PHASE, NEMA SIZE 1

SCALE: 1/8"=1'0"

POWER PLAN - MEZZANINE LEVELA6

GENERAL NOTES

KEYED NOTES

NORTH GRAPHIC SCALE

4 (TYPICAL)

3 (TYPICAL)

3 (TYPICAL)4

(TYPICAL)

e3enmrt3 Polygon

B.1

F.5

WORK

BAYS

TOOL

ROOM

OFFICE

CLASSROOM

CORRIDOR/

VENDING

STORAGE

MECHANICAL/

ELECTRICAL

WOMEN

WAITING

AREA

COMM

WORK

BAYS

JANITOR

MEN

CORRIDOR

oc oc oc

B B

C C1 C

A A

B B

A A1

A A1 A A

A A A A

A A A1 A

A1 A A A

A A A A

A A A A1

A A A A

A A A1 A

A1 A A A

A A A A

A A A A1

A A1 A A

GGG1

G1 G

GG1

X A1

J1J1

J NL J NL J NL J NL J NL

a b a b a b a b a b a b a b a b a b a b a b a b a b a b

A a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b a b

X a b a b a b a b a b a b a b a b a ba b a b a b a b a b

J J

J J J

UP TO

LIGHT

S S S S S S S S S S

S S

S S S

S S

Soc

G1 ocS ocS ocS ocS ocS

3 S

K K K

B1 os os

os3

B B

C C

B B

oc S3

PP os

P T

F L

E-111

L I G

H T

I N

L A

E V

J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

NORTH GRAPHIC SCALE

P M

0 8'4' 16'

1/8" = 1'-0"

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

LIGHTING CIRCUITS TO PANEL P3.

LIGHTING CIRCUITS TO PANEL P2.

LIGHTING CIRCUITS TO PANEL P1.

LIGHTING CIRCUIT FROM 30A-3P FUSED SWITCH. REFER DWG. E-101 FOR SWITCH LOCATION AND CIRCUIT

CONNECTION INFORMATION.

P3-1,3,5

P3-2,4,6

1,3

2,4

1 1

SCALE: 1/8"=1'0"

LIGHTING PLAN LEVEL 1

P1-1,3

P1-5,7

P1-9

2 2

P2-1

P2-3

P2-

2,4,6

P2-8, 10,12

P2-5

P2-7

P2-9

2#10,#10G-3/4"C

P2-11

CKT# P2-38

CKT# P2-40

P1-25

KEYED NOTES

1. ALL LIGHTING WORK SHOWN IS NEW, UNLESS OTHERWISE NOTED.

2. REFER TO DETAIL 2 ON DRAWING E-501 FOR CEILING MOUNTED OCCUPANCY SENSOR WIRING

DIAGRAM.

GENERAL NOTES

B e3enmrt3 Polygon e3enmrt3 Polygon e3enmrt3 Polygon e3enmrt3 Polygon

AUTO SHOP FLOOR

CONTROLLER

MOTOR

UP/DN

PUSH BUTTON

STATION

CONTROL WIRING AS

PER MFGR.

SEE FLOOR PLAN FOR CKT

INFORMATION.

DAMMING MATERIAL (FIBERGLASS

INSULATION, MINERAL WOOL,

SAFING OR BACKER ROD) LEAVING

1/2" FROM DAM TO WALL EDGE.

DAMMING MATERIAL IS TO

SUPPORT CAULK.

1/2" MIN. DEPTH OFNELSON

CLK ADHESIVE FIRESTOP

SEALANT TYPE AA 529"

AROUND ENTIRE

PERIMETER

CONDUIT OR WIREWAY,

THERE MUST BE A MAX. ANNULAR

SPACE OF 3/16" AROUND THE

WIREWAY OR DUCT.

CAT 6/LAN IPTV

JACK FOR TV

NEMA 5-20R

DUPLEX

RECEPTACLE

TRIPLE JACK COMMUNICATIONS

OUTLET

CAT 6 DATA

CAT 6 VOICE

120 VAC

BLACK

WHITE

RED

LIGHTING

LOAD

N H

RED

SWITCH

LINE VOLTAGE

POWER PACK

BLACK

BLUE

RED

B L

A C

R E

B L

U E

B L

A C

R E

B L

U E

B L

A C

R E

B L

U E

CEILING MOUNTED OCCUPANCY SENSORS

P T

F L

W N

E-501

E L

E C

T R

I C

A I L

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

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Sheet 88

P T

R E

P A

O B

L D

P M

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

E-501

SCALE : NONE

MOTORIZED OVERHEAD DOOR - BLOCK DIAGRAM

E-501

SCALE : NONE

CONDUIT PENETRATION DETAIL

E-501

SCALE : NONE

RECESSED RECEPTACLE AND IPTV CABLE CONNECTOR

E-501

SCALE : NONE

OCCUPANCY SENSOR WIRING DIAGRAM

E-501

SCALE : NONE

TYPICAL COMMUNICATIONS OUTLET

e3enmrt3 Polygon e3enmrt3 Polygon

GRADE

EXOTHERMIC WELD

10'-0" x 3/4"

COPPER CLAD

STEEL GROUND

ROD

1/0 BARE COPPER

GROUND

30"

GAW910 - TEST WELL

TO NEXT

GROUND ROD

EXOTHERMIC CONNECTION

10'-0" x 3/4" COPPER

CLAD STEEL GROUND

ROD

TO NEXT

GROUND ROD

10' - 0"

NOTES:

D H

BLOCKWALL

PLEXIGLASS COVER

2" TYP

3/4" TYP

1" TYP

DESCRIPTION:

COPPER BUS BAR (4"x 24"x 1/2")

STANDOFF INSULATOR (3/8"-16 x 1/2")

HEX BOLT (3/8"-16 x 1-1/4")

HEX BOLT (3/8"-16 x 1")

FLAT WASHER (3/8")

HEX NUT (3/8"-16)

LOCK WASHER (3/8")

LUG (SIZED AS PER MANUFACTURER'S SPECIFICATIONS)

PROVIDE BRASS TAGS ON CABLES.

BRASS TAGS - PANDUIT P/N MTB150D-Q

ENGRAVED "GROUND DO NOT DISCONNECT"

MOUNT AT 12" AFF TO BOTTOM OF BUS BAR.

COORDINATE TO PROVIDE METAL BACKING BEHIND BLOCK WALLS IF NOT PRESENT.

GYPSUM WALL

METAL STUD

2" HIGH RED STENCILED LETTERING

TEXT AS SHOWN BY EACH BUS BAR

CLEAR 3/8" THICK

PLEXIGLASS COVER

INSTALL BOLT TO BLOCKWALL

WATER PIPE

3 POINT GROUND CLAMP

10'-0"

10'-0" x 3/4" COPPER CLAD

STEEL GROUND ROD, SEE

DETAIL #3/E-502 & #4/E-502

(TYPICAL OF 3)

GROUND ROD TEST WELL,

SEE DETAIL #5/E-502

1/0 BARE COPPER

GROUND CONDUCTOR

#1/0 COPPER

GROUND

#1/0 GROUNDING ELECTRODE

CONDUCTOR - 1"C.

P T

F L

W N

E-502

M J C

R D

P A

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

P M

0 8'4' 16'

1/8" = 1'-0"

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

E L

E C

T R

I C

A I L

E-502

SCALE : NONE

BOND PLATE DETAIL

E-502

SCALE : NONE

WATER PIPE BOND DETAIL

E-502

SCALE : NONE

GROUND ROD DETAIL

E-502

SCALE : NONE

TEST WELL DETAIL

E-502

SCALE : NONE

EQUIPMENT GROUND BUS DETAIL

E-502

SCALE : NONE

GROUNDING COUNTER POISE DETAIL

F L

W N

E-601

E L

E C

T R

I C

E D

U L

E S

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

P M

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

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F L

W N

E-602

E L

E C

T R

I C

E D

U L

E S

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

P M

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

L e3enmrt3 Polygon e3enmrt3 Polygon

NEW

PANEL

"MDP" NEW

PANEL

'P1'

NEW

PANEL

'P3'

SEC. 1

EXIST.

PANEL

'P1'

EXIST.

PANEL

'P2'

EXIST.

PANEL

'P3'

EXIST.

UTILITY

ROOM

EXIST.

150KVA

TRANSFORMER

NORTH

WALL

TRANSFORMER

12.47KV-208/120V,3ø,4W

(BY GOVERNMENT

COORDINATE WITH

COTR)

NORTH

MECHANICAL

ROOM WALL

TO EXISTING PANEL 'A'

WORK

BAY

AREA

WORK BAY AREA

GRADE

LEVEL

GRADE LEVEL

NEW

PANEL

'P3'

SEC. 2

NEW

PANEL

'P2'

400A-3P FUSED SERVICE DISCONNECT

SWITCH PROVIDED IN PROJECT PTFO

13-1018, COORDINATE WITH COTR FOR

EXACT LOCATION

MAIN

SERVICE

NEW

PANEL

'P4'

P T

F L

W N

E-603

R I S

G R

A M

M J C

R D

K B

Dwg. No.

D e s c r i p t i o n

S y m b o l

A p p r o v e d

D a t e

A p p r o v e d

D a t e

D e s c r i p t i o n

S y m b o l

D a t e

D r a

C h e c k e d b y

D e s i g n e d b y

D r a w i n g

N u m b e r

P l o t

S c a l e

P l o t

D a t e

F i m e

D E

P A

R T

M E

C E

I L

I T

O M

M A

N D th

L E

- L

Sheet 88

P T

R E

P A

O B

L D

P M

M I T

T A

M I T

T A

M I T

T A

M I T

T A

M I T

T A

R T

U B

M I T

T A

1. COORDINATE ALL OUTAGES WITH OWNER.

2. CONTRACTOR SHALL RETURN DISCONNECT SWITCH AND PANELBOARDS

TO OWNER'S DESIGNATED STORAGE SPACE. ANY EQUIPMENT NOT

REQUIRED BY OWNER SHALL BE DISPOSED OF BY CONTRACTOR.

3. COORDINATE ALL CONNECTIONS TO NEW SERVICE WITH OWNER'S

REPRESENTATIVE.

DISCONNECT AND REMOVE EXISTING ELECTRICAL DISTRIBUTION SYSTEM

PANELBOARDS, DISTRIBUTION SYSTEM EQUIPMENT AND ALL ASSOCIATED

CONDUIT AND WIRING UNLESS NOTED OTHERWISE.

COORDINATE WITH COTR FOR DEMOLITION OF EXISTING SERVICE FEEDER.E-602

SCALE : NONE

EXISTING POWER RISER DIAGRAM - DEMOLITION

E-602

SCALE : NONE

POWER RISER DIAGRAM - NEW WORK

GENERAL NOTES

KEYED NOTES - DEMOLITION

KEYED NOTES - NEW WORK

3 3 3 3

4-500 KCMIL AND 1 # 3 GROUND - 4" C.

120/208V, 3Ø, 4W, 400A SECONDARY ELECTRICAL SERVICE PROVIDED UNDER

PROJECT PTFO 13-018

NEW SQUARE 'D' NQ SERIES OR APPROVED EQUAL. SEE PANEL SCHEDULE FOR

MORE INFORMATION.

PROVIDE #1/0 GROUNDING ELECTRODE CONDUCTOR IN 1" CONDUIT.

GROUNDING ELECTRODE CONDUCTOR SHALL BE CONNECTED TO COLD WATER

MAIN, BUILDING STEEL AND GROUNDING COUNTERPOISE. REFER TO DETAILS ON

DRAWING E-502.

PROVIDE 4-#4/0 AND 1 # 4 GROUND - 2-1/2" C.

5 5 e3enmrt3 Polygon e3enmrt3 Polygon e3enmrt3 Polygon

File details come from the government source that posted it. Updated Nov 14, 2017.