Package 3 - Arch Int Kitchen.pdf

UP

UP

UP

DN

A-500

A-501

11 14

AA

CC

J

P

Q

R

G.5

M.5

N

S.5

172 174

165 164

176 177

161 160

154 152

114 115

110108

A -10

A -10

A -10

A -10

A -1

A -1

A -1

A -1

A-401

A-400

A-400

A-401

137138

148150 149

119 120

144 146

A-501

A-501

A-501

106 113

A-400

A-500

A-500

A-500

A-501

A-501

A-501

A-502

A-502

A-502

S

171 173 175

E

F

BB

H

L

M

G

D D

K

1'

/8

194' - 8" 90' - 6 7/8" 103' - 11 1/4"

' - 3

1/4

' - 11 5

/8

A-401

532' - 0 1/8"

3' - 4"

' - 2

L.5

A-612

N.5

N.2

A-611

A-611

A-500

A-501

A A

CC

J

P

Q

R

G.5

M.5

N

S.5

208 210

A -110

A -111

A -110

A -111

A-401

A-400

A-400

A-401

243244

223225 224

214 215

A-501

A-501

A-501

237238239

A-400

A-500

A-500

A-500

A-501

A-501

A-501

A-502

A-502

A-502

S

E

F

BB

H

L

M

G

DD

194' - 8"

1'

12' - 1" 178' - 7" 64' - 0" 28' - 0"

42' - 9 1/4" 66' - 9 3/4"

55' - 10 7/8

41' - 8 5/8"

K

64' - 0"

/8

90' - 6 7/8" 103' - 11 1/4" 109' - 9 1/4"

A-401

532' - 0 1/8"

L.5

N.5

N.2

A-810 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-100

COMPOSITE

FLOOR PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

3/64" = 1'-0"A-100

1 COMPOSITE FIRST FLOOR PLAN

3/64" = 1'-0"A-100

2 COMPOSITE SECOND FLOOR PLAN

0' 10' 20' 40' 80' 5°

N

0' 10' 20' 40' 80' 5°

N

FD

FD

DN

FD

CAGES

LOCKERS

LOCKERS

CONTROLLED

WASTE

FLAMMABLE

MATERIALS

MECHANICAL

VAULT

DISTRIBUTION

VAULT

DISTRIBUTION

ELECTRICAL

LOCKERS

AA

CC

JJ

PP

QQ

NN

A -1

A -1

A -1

A -1

A-401

FAC. MAINT

HALLWAY

ALCOVE

178 A-600

A

A

A

A

A

A

A

A

A

A

A

A

HALLWAY

A

A

CAGES

CAGES

CAGES

B

A

B

A

B

A

B

A

B

A

B

A

B

A

16' - 0" 6' - 8" 6' - 8" 3' - 4" 1' - 4" 8' - 0" 13' - 4" 3' - 4"1' - 4" 8' - 0" 13' - 4" 3' - 4"1' - 4" 8' - 0" 13' - 4" 3' - 4" 1' - 4" 8' - 0" 13' - 4" 3' - 4"1' - 4" 8' - 0" 8' - 8" 6' - 8" 5' - 4" 3' - 4" 20' - 8"

HALLWAY

25' - 8"16' - 3"23' - 3"25' - 7"26' - 1"25' - 10"25' - 11"7' - 9"14' - 8"

/4

181 LOCKERS131 LOCKERS

33 LOCKERS

194' - 8"

EE

FF

BB

HH

LL

MM

GG

DD

11' - 5 5/8" 72' - 0" 4' - 0" 32' - 0" 4' - 0" 32' - 0" 4' - 0" 32' - 0" 3' - 2 3/8"

A-511

A-512

A-510

A-511

A-510

A-511

A-512

B

B

1'

20' - 0" 20' - 11"

A-710

A-400

A-511

KK

A-510

A-510

A-511

A-511

SIM.

190' - 8"

11"41' - 11"22' - 11"25' - 10"25' - 10"25' - 10"25' - 11"26' - 5"

A-710

A

A

ROOF HATCH

LADDER

1H

1H

1H

1H

1H 1H

1H

1H 1H

1H

1H

3A

1H

1H

2 2

6A

6A4' - 6"6' - 4"3' - 10"

20' - 0"

E Q

R .O

E Q

E Q

R .O

E Q

MENS

RESTROOM

WOMENS

RESTROOM

99' - 8"

99' - 8"

100' - 0"

10' - 0"

166' - 6"

A-711

4' - 0" 35' - 4"

HALLWAY

HALLWAY

A-121

A-121

SIM

A-121

SIMA-121

SIM

A-711

MOP SINK

A-711

FEC

FEC

FEC

1H

3' - 4"

ROOF DRAIN

LEADERS

(PRIME & PAINT PT-1)

A-710

CAGES

A

A-602

A-602

EXTENDED

GUARDRAIL

9' - 7"

EXTENDED

GUARDRAIL

30' - 7"

STEEL COLUMN RE: STRUCTURAL

PRIME & PAINT PT-4 (TYP)

SOLAR WALL SOLAR WALL

TYP.

TYP.

A-611

A-611

ROOF LEADERS

REFER TO A-121 FOR

DETAILED INFORMATION

ON THE CAGES

& REQ'D SHELVING

REFER TO A-121 FOR

DETAILED INFORMATION

ON THE CAGES

& REQ'D SHELVING

REFER TO A-121 FOR

DETAILED INFORMATION

ON THE CAGES

& REQ'D SHELVING

REFER TO A-121 FOR

DETAILED INFORMATION

ON THE CAGES

& REQ'D SHELVING

REFER TO A-121 FOR

DETAILED INFORMATION

ON THE CAGES

& REQ'D SHELVING

A-511

SIM.

NOTE:

REFER TO A-122 FOR

DETAILED INFORMATION ON

TA-50 LOCKERS

NOTE:

REFER TO A-122 FOR

DETAILED INFORMATION ON

TA-50 LOCKERS

NOTE:

REFER TO A-122 FOR

DETAILED INFORMATION ON

TA-50 LOCKERS

1"

LOADING DOCK

(RE: STRUCTURAL)

LOADING DOCK

(RE: STRUCTURAL)

5' - 1"

ROOF DRAIN

LEADERS

(PRIME & PAINT PT-1)

ROOF DRAIN

LEADERS

(PRIME & PAINT PT-1)

ROOF DRAIN

LEADERS

(PRIME & PAINT PT-1)

ROOF DRAIN

LEADERS

(PRIME & PAINT PT-1)

6 6 2

55 3

A-101 A-102 A-103 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-101

SECTOR 1

FIRST FLOOR

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-101

1 SECTOR 1 - FIRST FLOOR PLAN

0' 4' 8' 16'2' 5°

N

KEY PLAN

NOTE:

1. REFER TO SHEET G-02 FOR GENERAL NOTES.

2. REFER TO A-121 FOR DETAILED INFORMATION ON

METAL CAGE LAYOUT AND DETAILS

3. REFER TO A-122 FOR DETAILED INFORMATION ON

TA-50 LOCKER LAYOUT AND DETAILS

4. REFER TO SHEET A-121 FOR SHELVING LEGEND #

FD

FD

DN

FD

MAINTENANCE

BAY

TABLE / CHAIR

DRILL HALL

FACILITY MAINT.

SIM CENTER

STORAGE

TRAINING DEV /

SIM. CENTER

FAMILY

RECRUITING

LOBBY

AIR LOCK

AIR LOCK

11 14

AA

CC

J

P

Q

RR

G.5

M.5

N

A -10

A -10

A -1

A -1

A -1

A -1

A -10

A -10

A-601

6" SLAB DEPRESSION

W/ RAISED ACCESS FLOOR

SEE NOTE #5 FOR GROMMETS

IN ACCESS FLOORING

A

B

A

A

A

A

A

A

A

A

B

C

B

DRY STORAGE

KITCHEN

RESTROOM

KITCHEN OFFICE

FRIDGE &

FREEZER

SCULLERY

KITCHEN

HALLWAY

A-611

A-611

" 1'

1' "4

1'

1'

1'

1'

1'

"2

1' 1'

1'

1' "4

1'

1'

4' - 4" 1' - 8" 6' - 8" 8' - 8" 6' - 8" 8' - 8" 6' - 8" 14' - 4" 4' - 0" 12' - 4" 14' - 9 1/2" 2' - 2 1/2"

6' - 0"14' - 0"3' - 4"3' - 4"

1' - 4"

3' - 4"6' - 8" 4' - 0"

14' - 0"34' - 8"

S

A

B

TELECOM

CLOSET

1' - 3 7/8"15' - 8"41' - 6"14' - 10"17' - 0"

28' - 0"62' - 8"

/4

1' /2

/8

/8

' - 6

1/2

' - 0

EE

F

BB

H

L

M

G

DD

KITCHEN

JANITOR

A-512

A-512

A-512

A-514

A-513

A-512

A-514

A

B

B

B

B

A

A

A

A

C

C

A-515

A-710

P

G

Q

E

D

F

A-401

K

A-512

A-513

A-514

A-515

A-513

A-514

11"

A-710

A-710

A-710

A-710

A-710

A

C

A

A

B

A

6A

6A

6A

6A 7

1A 1G

1G

1A

6A

BB

1A

85°

A-710

TRENCH DRAIN

RE: 6/S-501

TRENCH DRAIN

RE: 6/S-501

30' - 11 7/8"18' - 7"4' - 0"67' - 8 1/4"

RAISED PLATFORMS

RE: 3/A-620

TIME CAPSULE

CABINET15' - 1 5/8"

1' - 8"

13K

13K

A-520

99' - 8"

100' - 0"

PROJECTION

SCREENS N.I.C.

DISPLAY

CASE

SIM. &

A-710

A-710

OPP.

6" BOLLARDS

(PRIME & PAINT PT-6)

RE: 4B/AS101

RECESSED

WALKOFF MAT

RE: 13/A-620

RECESSED

WALKOFF MAT

RE: 13/A-620

A-520

FEC

FEC

FEC

A-831

ADA OPERATORS

MOUNTED TO

ALUMINUM PEDISTAL

(RE: 11/A-620)

ADA OPERATOR (CARD READER AT

EXTERIOR PEDESTAL) MOUNTED TO

ALUMINUM PEDESTAL

(RE: 11/A-620)

EQ. EQ.

' - 0

1' - 0"

ADA OPERATOR AND

CARD READER

MOUNTED TO

ALUMINUM PEDISTAL

(RE: 11/A-620)

6" BOLLARDS

(PRIME & PAINT PT-6) RE: 4B/AS101

6" BOLLARDS

(PRIME & PAINT PT-6)

RE: 4/AS101

6" BOLLARDS (PRIME &

PAINT PT-6) RE: 4B/AS101

KITCHEN HALL

A-821

12" COLUMN

COVER

12" COLUMN

COVER

ROOF LEADERS

MAIN SPRINKLER LINE

ROOF LEADERS

ROOF DRAIN

LEADERS

(PRIME & PAINT PT-1)

COLUMN

PRIME & PAINT

PT #1

MOP SINK

EMBLEM RECESSED IN

STAINED CONCRETE

FLOOR WITH RESIN

SEALER RE: 7/A-620

A-519

A-710

L.5

12" COLUMN

COVER

12" COLUMN

COVER

BIKE RACK

RE: LANDSCAPE

A

A-601

T Y P

T Y P

8" GROUND

FACED CMU

8" GROUND

FACED CMU

85°

EQ.

EQ.

N.5

N.2

1'

1'

TYP.

UNIT CABINET HEATER

RE: MECH.

GRAVEL

RE: LANDSCAPE

A-620

ROOF LEADERS COLUMN

PRIME & PAINT

PT #1

COLUMN

PRIME & PAINT

PT #1

Y

6 2

5 3

8 8

WALK OFF MAT EDGE

TO MATCH PROJECTED

ANGLE OF CONTROL

JOINT (TYP. @ AIR LOCK

100,102)

WALK OFF MAT EDGE

TO MATCH PROJECTED

ANGLE OF CONTROL

JOINT (TYP. @ AIR LOCK

100,102)

A-101 A-102 A-103 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-102

SECTOR 2

FIRST FLOOR

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-102

1 SECTOR 2 - FIRST FLOOR PLAN

0' 4' 8' 16'2' 5°

N

KEY PLAN

NOTE:

1. REFER TO SHEET G-02 FOR GENERAL NOTES.

2. ALL COLUMN COVERS ARE TO BE 12" DIAMETER

UNLESS OTHERWISE NOTED

3. REFER TO A-120 FOR CONTROL JOINT LAYOUT FOR

EXPOSED INTERIOR CONCRETE SLABS.

4. REFER TO SHEET A-121 FOR SHELVING LEGEND #

5. CONTRACTOR TO PROVIDE AND INSTALL (14) 3"

ROUND GROMMETS IN ACCESS FLOORING (RE: SPECS).

EXACT LOCATION OF GROMMETS TO BE FILED

DETERMINED WITH COARNING REPRESENTATIVES.

6. COLUMN COVERS TO BE 12" UNLESS NOTED

OTHERWISE.

F D

F D

UP

FD FD

FD

FD

FD

FD

FD

FDFDFDFD

ELEVATOR

MENS LOCKER

FITNESS

WOMENS

RESTROOM

116 MECHANICAL

OFFICES HHC

AIR LOCK

BREAK

LIBRARY /

COMPUTER

OFFICES ALPHA

GREAT HALL

HALLWAY

CLASSROOM

139 HALLWAY

STAIRS

FAC. MAINT.

R

G.5 G.5

M.5 M.5

S.5 S.5

ELEVATOR

SERVICE

MENS

RESTROOM

WOMENS

RESTROOM

A

- 10

A -1 0

A

- 10

A -1 0

A-401

CLASSROOM

SECTION S2

INTELLIGENCE

CLASSROOM

CLASSROOM

FAC. MAINT

OFFICE RNCO

OFFICE 1SG

OFFICE CDR

SECTION

SECTION

OFFICE ADMIN

NCO

OFFICE XO

OFFICE 1SG

OFFICE CDR

OFFICE

READINESS NCO

OFFICE CO XO

SECTION

A-400

MENS SHOWER

MENS SHOWER

MENS LOCKER

HALL

A-600

A-600

A-602

A-601

FAC. MAINT.

A 149

A 148 A

A

A

A

A

A

A

B

A

B

A

A

A

A

A

A

A

A

A

A-612

A-612

ELEC.

S

PRINTER

A-612

B

109' - 1 1/2" 3' - 11" 7' - 4 1/2" 3' - 4" 6' - 8" 34' - 8"

6' - 7 1/2" 47' - 3 7/8" 22' - 5 7/8" 6' - 11 1/2" 20' - 10 1/2" 3' - 0 1/2"

71' - 6" 48' - 11" 44' - 8" 10' - 9 5/8" 10' - 3" 20' - 1 1/2" 14' - 0"

/2

1"

/2

"10' - 10"

13' - 0" 12' - 8"

17' - 0"

/2

/2

/8

72' - 6" 1' - 2 3/4" 5' - 4" 3' - 0" 8' - 9 1/2" 3' - 0" 5' - 9 1/2" 3' - 0" 8' - 9 1/2" 3' - 0" 5' - 4 1/2" 22' - 5 7/8" 7' - 2" 20' - 8" 1' - 4 3/8" 7' - 0" 14' - 0"

/8

/4

/4

/8

/2

3' - 0"

17' - 0" 15' - 0" 12' - 3 1/4" 5' - 10 1/2"

A-517

A-516

A-518

A

A

B

A

A

A-516

F Y Y

X

Y X

R

Y

K

S T

6' - 10 5/8" 8' - 0"

4' - 0"

4' - 0" 4' - 0"

4' - 0"

8' - 0" 8' - 0"

4' - 0" 4' - 0"

4' - 0" 4' - 0"

4' - 0" 4' - 0"

Y

ABOVE

Y

ABOVE

A-518

A-517

A-518

A-519

A-517

A-516

SIM. 1

A-516

SIM.

A-518

A-518

A-519

A-612

10' - 2 3/4" 10' - 2 1/2" 16' - 4 3/4"

/2

/2

1' /8

/4

/8

OFFICE ALPHA

ALCOVE

ALCOVE

HALLWAY

WOMENS

SHOWER

A

CONFERENCE

A-710

A-710

A-710

A-710

A-710

A

A

A

A

A

A

A

B

A

A

A

A-710

A-711

A-710

A-710

1A 8B

8A

8A

13P 13P

13J13P

1A 13

1A

1A

13P

13P

13P

13P

13P

1A

1A

131A

1A

1A

7A

77B

1A

1A

1A

1A

1J

1A

1A

10 10 1A

1J1J1J

1A

AA

BB

1A

1' 1"

/8

1' - 4" 3' - 4" 40' - 0"

30' - 5 3/4"

7 3/4"

9' - 3 1/2"

12' - 0" 12' - 10"

/8

13' - 7 1/8"

24' - 0" 8' - 0" 3' - 8"

1' 1"

/2

A-711

A-711

95°

ROOF DRAIN LEADERS

RE: PLUMBING

2A

A-710

N.I.C.

N.I.C. N.I.C.

Y

ABOVE

CONC. PATIO

RE: LANDSCAPE

A-400

N L

A-710

A-711

A-711

A-710

OPP.

H

A-710

B

A-520

A-520

A-519

DISPLAY CABINET

A-711

1A

A-520

RECESSED

WALKOFF MAT

FEC

FEC

A-400

89' - 4"

A-711

A-711

1'

1' /4

COLUMN

COVER

20' - 6" 3' - 9 1/2" 48' - 10" 20' - 9" 26' - 0" 19' - 11 3/4" 32' - 1 3/4" 9' - 5 7/8" 36' - 8 3/4"

FOLDING PARTITION

WALL W/ POCKET

DOORS

COL. COVER

ROOF LEADERS

MOP SINK

COL. COVER

COL. COVER

/8

A-711

A-711

FOLDING PARTITION

WALL W/ POCKET DOORS

FOLDING PARTITION

WALL W/ POCKET

DOORS

1" RECESSED

SLAB FOR

CARPET

/8

CT CABINET

COLUMN

COVER

L.5 L.5

MECH. UNITS

COL. COVER

COL. COVER

A-601

A-612

B

A-612

A-612

32' - 9 1/2" 6' - 3 1/4"95

85°

A-620

TYP

N.5 N.5

N.2 N.2

A

A

2D 2D

SMARTBOARD

N.I.C.

SMARTBOARD

N.I.C.

SMARTBOARD

N.I.C.

SMARTBOARD N.I.C. SMARTBOARD N.I.C.

9' - 9 5/8"

SUNSHADE-2

11' - 4"10' - 0"

E Q

E Q

BUILT-IN

LAPTOP TABLE

(RE: A-623)

A-101 A-102 A-103 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-103

SECTOR 3

FIRST FLOOR

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-103

1 SECTOR 3 - FIRST FLOOR PLAN

0' 4' 8' 16'2' 5°

N

KEY PLAN

NOTE:

1. REFER TO SHEET G-02 FOR GENERAL NOTES.

2. ALL COLUMN COVERS ARE TO BE 12" DIAMETER UNLESS OTHERWISE NOTED

3. REFER TO A-120 FOR CONTROL JOINT LAYOUT FOR EXPOSED INTERIOR

CONCRETE SLABS.

4. REFER TO SHEET A-121 FOR SHELVING LEGEND #

5. COLUMN COVERS TO BE 12" UNLESS NOTED OTHERWISE.

DN

A-110 A-111

AA

CC

J

P

Q

R

N

A-400

A-611

S

EE

FF

BB

HH

L

M

GG

DD

A-512

A-512

A-514

A-512

A-512

A-516

K

A-519

A-510

A-513

ROOF LADDER

A-511

A-512

A-514

A-513

A-513

A-711

A-520

OPP.

A-711

A-711

SIM

/4

5" 11' - 3 7/8" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 11 3/8" 7 1/2"

/4

/8 "5

/8

/4

27' - 1 7/8"30' - 5 1/8"30' - 0"11"41' - 11"22' - 11"

A-711

MECHANICAL DUCT

V

W

U

/4

62' - 5 3/4"

/4

A-721

8" 62' - 8" 8"

STEEL BOX BEAM TRUSSES

RE: STRUCTURAL

PRIME & PAINT PT-1 (TYP.)

S

S

A-301

A-712

R

G.5

M.5

A-611

A-514

A-516

A-519

A-515

MECH.

SCREEN WALL

A-513

A-515

A-513

A-514

A -111

A -111

A -110

A -110

23' - 7"

/4

A-710

A-831

A-710

OPP.

A-710

OPP.

A-710

A-520

COLUMN

COVER

STEEL GRATING

RE: A-622

GUARDRAIL

A-519

A-301

L.5

COLUMN

COVER

COLUMN

COVER

COLUMN

COVER

N.5

N.2

OPEN TO

BELOW

STEEL GRATING

RE: A-622

A

A-810 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-110

SECTOR 2

SECOND FLOOR

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

0' 4' 8' 16'2' 5°

N

KEY PLAN

1/8" = 1'-0"A-110

1 SECTOR 2 - SECOND FLOOR PLAN

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

1. COLUMN COVERS TO BE 12" UNLESS NOTED

FD

FD

FACILITY MAINT.

WOMENS

RESTROOM

MENS

RESTROOM

SECTION MDAY

MORTARS

CLASSROOM

CLASSROOM

CLASSROOM

SECTION S4

SUPPLY

STAIRS

SECTION S6

COMMUNITCATIONS

TELECOM

LIBRARY /

COMPUTER

SECTION S3

PLANS

OFFICES HQ

SECTION MDAY

MEDICAL

R

G.5

M.5

S.5

HALLWAY

HALLWAY

A-401

HALLWAY

OFFICE AS3

OFFICE AS3

OFFICE S4

OFFICE S1

OFFICE S3

OFFICE BN CSM

OFFICE XO

OFFICE BNCDR

OFFICE S6

S1 PS NCO

OFFICE

MEDICAL

EXAM ROOM

EXAM ROOM

SECTION MDAY

FIRE

OFFICE S4

OFFICE S4

SENIOR SUPPLY

OFFICE S2

OFFICE

CHAPLAIN

OFFICE OPS

NCOIC

OFFICE AS3

OFFICE AS3

234a

ASSISTANT

OPS

NCO

SECTION S1

PERSONNEL

SECTION MDAY

SCOUTS/SNIPERS

NURSING

A/V STORAGE

A-400

A-600

A-602

A-601

A-400

B

A

A

A

A

A

A

A

B

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A210

A

A

A

A

A-610

A-610

S

A-612

A-610

PRINTER

42' - 11" 26' - 7" 6' - 0" 35' - 7 1/8" 9' - 3 7/8" 21' - 5 1/8" 5' - 3" 7' - 0" 11' - 0" 12' - 3" 4' - 6"

8 3/8"

4' - 8 5/8" 11' - 7" 10' - 9" 10' - 8"

/4

/4

14' - 4" 10' - 2" 10' - 0" 10' - 0" 10' - 0" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 17' - 2"

17' - 11 1/8" 12' - 0" 8' - 6" 27' - 11 3/8" 14' - 0 5/8" 22' - 7" 11' - 6" 6' - 11" 13' - 6" 15' - 0 1/2" 12' - 7 1/2" 11' - 1"

1' /2

/2

/2

1' /8

/2

/8

/2

1"

/8

/8

1"

25' - 8" 15' - 4" 13' - 6" 7' - 6" 7' - 6 1/2" 20' - 8"

8' - 0"

8' - 0" 8' - 0"

HALLWAY

HALLWAY

A-516

A-516

A

A

A

A-516

S C

T

K

R

Y

X

Y

Y

4' - 0" 4' - 0" 4' - 0" 8' - 0"

8' - 0" 4' - 0"

4' - 0" 4' - 0"

Y

BELOW ABOVE

ABOVE

Y

A-518

A-517

A-610

A-518

A-519

A-517

A-516

A-518

A-518

13' - 3 1/4" 8' - 0" 27' - 11 3/4"

A

A

A

A

A

A

A

A

A

- 11 1

A -11 1

A

- 11 0

A -11 0

A

1A

1A

1A

1 8A

1A 12

8B

8B

1A

1A

12A

1A 1A

10B

10 10

10 10

1A

1A

8 8E

1010101010101010

1A10

1A

10 10

1J 1J

1A

2E

1A

1A

1A

1A

1A

1A

1A

10 10

1A

1A

1A

10 10 10 10 10 10 10 10

1A

13' - 4" 21' - 7"

25' - 1 3/4"

/2

/8

/4

/8

A-518

A-400

SMARTBOARD

N.I.C.

8B

42' - 8 3/4" 65' - 10 3/4" 11' - 9 1/2" 3' - 4" 12' - 0" 2' - 8" 8' - 0" 2' - 8" 12' - 0" 3' - 11 7/8" 41' - 2"

ROOF LEADERS

RE: PLUMBING

ROOF LEADERS

RE: PLUMBING

1A

/4

/4

1'

GUARD RAIL

WB

WB

WBWB

A-710

A-710

SIMSIM.

BA

H

10B

ROOF

ACCESS

LADDER

A-730

A-730

A-710

OPP.

A-710

A-710

A-711

A-711

A-711

A-711

A-710

A-710

A-710

A-520

A-520

A-520

A-711

A-711

A-711

A-710

A-711

SIM

SIM

A-711

A-730

F.E.C.

F.E.C.

F.E.C.

5' - 0"

1' /8

/8

/8

20' - 6" 3' - 9 1/2" 16' - 8 1/2" 32' - 1 1/2" 20' - 9" 26' - 0" 19' - 11 3/4" 32' - 1 3/4" 9' - 5 7/8" 36' - 8 3/4"

218' - 2 3/4"

1' /4

/4

/8

/8

2' - 10 1/2"

6' - 0 3/8" 8" 88' - 0" 8"

ROOF LEADERS

RE: PLUMBING

ROOF LEADERS

RE: PLUMBING

ROOF LEADERS

RE: PLUMBING

12" COLUMN

COVER

COLUMN

COVER

12" COLUMN

COVER

A-711

GUARDRAIL

COL. COVER

WB

WB

SUNSHADE-2

(BELOW)

COL. COVER

A-711

A-711

A-711 20 3

A-516

ABOVE

L.5

COL. COVER

OPEN TO BELOW

N.5

N.2

ROOF CANOPY

SLOPED 1/4" PER

FOOT. APPLY FULLY

ADHERED TPO

ROOFING MEMBRANE

(COLOR: CHARCOAL)

A-741

1A

2' - 3"

A-610

A-610

SMARTBOARD

N.I.C.

SMARTBOARD

N.I.C.

SMARTBOARD

N.I.C.

A

A-711

A-517

1J

NOTE: COORDINATE

LOCATION OF WIRE

DUCT FOR ANTENNA

CONDUIT RUNS WITH

OWNER PRIOR TO

INSTALLATION

(RE: 7/A-620)

9A 3 SIDES OF

COL.

9A

A

A-810

A-110 A-111 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-111

SECTOR 3

SECOND FLOOR

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-111

1 SECTOR 3 - SECOND FLOOR PLAN

0' 4' 8' 16'2' 5°

N

KEY PLAN

NOTE:

1. REFER TO SHEET G-02 FOR GENERAL NOTES.

2. ALL COLUMN COVERS ARE TO BE 12" DIAMETER

UNLESS OTHERWISE NOTED. REFER TO DETAILS

3. REFER TO SHEET A-121 FOR SHELVING LEGEND #

4. COLUMN COVERS TO BE 12" UNLESS NOTED

DN

11 14

AA

CC

J

P

Q

R

G.5

M.5

N

S.5

S

EE

F

F

BB

H H

L

M

G G

D D

K

L.5

N.5

N.2

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

C.J. C.J.

C.J. C.J.

C.J. C.J.

C.J. C.J.

C.J. C.J.

C.J. C.J.

85°

85°

C.J.

C.J.

SLAB

DEPRESSION

C.J.

C.J.

C.J.

17' - 2 7/8"5' - 10 1/4"

95°

7' - 0"

85°

5' - 7" 16' - 10"

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

3'

- 0

C.J.

C.J.

GENERAL NOTES:

REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION ON THE CONCRETE

FLOOR SLABS

STAIN AND FINISH CONCRETE SLAB UP TO ISOLATION JOINT OF COLUMN WHERE

COLUMN COVERS OCCUR

ENSURE SAME LEVEL OF FINISH FOR EDGE TROWELING IN S.C.-2 (IF HAND

TROWELING OCCURS ADJACENT TO WALLS) AND FIELD TROWELING IN S.C.-1 (IF

POWER TROWELED). CONTRACTOR TO ENSURE LEVEL OF CRAFTSMANSHIP AND

FINISH TO THE SATISFACTION OF OWNER.

C.J.

C.J.

CONC.-3 (CONCRETE FINISH & DYE)

STANDARD DEPTH GRIND AND CREAM

PASTE POLISH WITH MIDNIGHT BLACK DYE

CONTROL JOINT

DECORATIVE JOINT

(NOTE: DECORATIVE JOINTS TO BE CUT IN

PLACE AFTER INITIAL NOMIAL 28 DAY

CURE PERIOD)

CONC.-2 (CONCRETE FINISH)

STANDARD DEPTH GRIND AND CREAM

PASTE POLISH (NO DYE)

FLOOR EMBLEM

(RE: 2/A-120)

CENTER FLOOR

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

D.J.

D.J.D.J.

D.J.

D.J.

D.J.

C.J.

D.J.

D.J.

C.J.

C.J.

D.J. C.J.

D.J.

D.J.

1 ' - 6

1' - 4"

1 ' - 6

C.J.

D.J.

6' - 11" 15' - 4 5/8"

6' - 7"

' - 0

1/

5' - 10"

EQ.

EQ.

6' - 2" 5' - 4"

4' - 6"

EQ.

EQ.1' - 6"

1'

1' - 6"

1 ' - 6

11' - 0 " 1 ' - 6

5' - 10 1/4" 7' - 0"

LOBBY

HALLWAY

AIR LOCK

AIR LOCK

GREAT HALL

ALCOVE

WOMENS

RESTROOM

MENS

RESTROOM

ALCOVE

HALLWAY

HALLWAY

HALLWAY

BREAK

STAIRS

10' - 0"

C.J.

4' - 0" 4' - 0"

USE OF S.C.-1 AND S.C.-2

IN DRILL HALL IN O.L.I.#7

USE OF S.C.-1 AND S.C.-2

IN DRILL HALL IN O.L.I.#7

USE OF S.C.-1 AND S.C.-2

IN DRILL HALL IN O.L.I.#7

DRILL HALL

D.J.

D.J.

D.J.

D.J.

D.J.

9' - 8"D.J.

C.J

' - 8

C.J.

STAIN CONCRETE - 2

"COLORADO" TEXT AND

CIRCLE IN THE C

COLOR = TAN/GOLD

TEXT BACKGROUND

COLOR = BLACK

LOGO ARTWORK TO BE

PROVIDED BY OWNER

PRIOR TO FABRICATION.

STRIPES AND "C"

COLOR = RED

STRIPES AND BACKGROUND

OF "C"

COLOR = WHITE

' - 0

PLAN NORTH

TOWARD AIR LOCK 102

MINUTE MAN

COLOR: GREY AND BLACK

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-120

CONTROL JOINT

LAYOUT

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

3/32" = 1'-0"A-120

1 SECTOR 2 & 3 CONTROL JOINT LAYOUT

1/2" = 1'-0"A-120

2 EMBLEM

5°

HOLLOW STEEL

COLUMN, RE:

STRUCT.

CAGE METAL WALL

CC

JJ

EE

FF

HH

GG

DD

KK

5A

5A 5A 5A 5A 5A

5A 5A 5A 5A

A-121

SIM

CAGE

171A

CAGE

171B

CAGE

171C

CAGE

171D

CAGE

171E

CAGE

171F

HALL

CAGE

172A

CAGE

172B

CAGE

172C

CAGE

172D

CAGE

172E

CAGE

172F

HALL

CAGE

173A

CAGE

173B

CAGE

173C

CAGE

173D

CAGE

173E

CAGE

173F

HALL

CAGE

174A

CAGE

174B

CAGE

174C

CAGE

174D

CAGE

174E

CAGE

174F

HALL

CAGE

175A

CAGE

175B

CAGE

175C

CAGE

175D

CAGE

175E

CAGE

175F

HALL

CC

DD

BB

EE

AA

FF

CC

DD

BB

EE

AA

FF

CC

DD

BB

EE

AA

FF

CC

DD

BB

EE

AA

FF

CC

DD

BB

EE

AA

FF

5 5 5 5 5

5 5 5 5 5

5A 5A 5A 5A 5A

5A

5A 5A 5A 5A5 5 5 5 55 5 5 5

5 5 5 5

5 5 5 5

5A 5A 5A 5A

5 5 5 5

5 5 5 5

5 5 5 5 5

17' - 2 3/4"5' - 9"5' - 9"14' - 4"5' - 9"5' - 9"14' - 4"5' - 9"5' - 9"14' - 4"5' - 9"5' - 9"14' - 5"5' - 9"

22' - 11"25' - 10"25' - 10"25' - 10"25' - 11"

9' - 8" 6' - 7" 9' - 8" 9' - 8" 6' - 6" 9' - 8" 9' - 8" 6' - 6" 9' - 8" 9' - 8" 6' - 6" 9' - 8" 9' - 2" 6' - 6" 7' - 4"

GG

GG

GG

GG

GG

NOTE: SEE SHELVING

LEGEND FOR SIZING

5A

5A ABOVE5A ABOVE5A ABOVE5A ABOVE5A ABOVE

CAGE WALL

METAL FRAME

TO MATCH

CAGE FINISH

110-0"

CAGE CEILING

EXTEND CAGE WALL

TO STRUCTURE AND

ATTACH AT WALL

TYPE 5A

5A

CC

JJ

EE

FF

HH

GG

DD

KK

Room

CAGE

171A

CAGE

171B

CAGE

171C

CAGE

171D

CAGE

171E

CAGE

171F

HALL

CAGE

172A

CAGE

172B

CAGE

172C

CAGE

172D

CAGE

172E

CAGE

172F

HALL

CAGE

173A

CAGE

173B

CAGE

173C

CAGE

173D

CAGE

173E

CAGE

173F

HALL

CAGE

174A

CAGE

174B

CAGE

174C

CAGE

174D

CAGE

174E

CAGE

174F

HALL

CAGE

175A

CAGE

175B

CAGE

175C

CAGE

175D

CAGE

175E

CAGE

175F

HALL

(TYP.)

10' - 0"

DOOR TYPE 10

WIRE MESH DOOR AT

STORAGE CAGE

3' - 0"

4' - 0"

DOOR TYPE 11

SLIDING WIRE MESH DOOR

AT STORAGE CAGE

24"x48"x84"

24"x72"x84"

24"x60"x84"

SHELVING LEGEND

24"x84"x84"

18"x72"x84"

24"x48" WORKBENCH

8 36"x72"x84"

36"x60"x84"7 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-121

SECTOR 1 -

METAL CAGE

DETAILED

FLOOR PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1 1/2" = 1'-0"A-121

3 INTERIOR METAL CAGE INTERSECT

1/8" = 1'-0"A-121

1 METAL CAGES - FIRST FLOOR PLAN

1 1/2" = 1'-0"A-121

4 METAL CAGE PARTITION TYPE

1/8" = 1'-0"A-121

2 METAL CAGES - REFLECTED CEILING PLAN

METAL CAGES - DOOR SCHEDULE

Door Number Type

Door Width

Door

Hardware CommentsHeight Thickness Material

171 AA 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

171 BB 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

171 CC 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

171 DD 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

171 EE 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

171 FF 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

171 GG 10 (2) 3' - 0" (2) 7' - 0" 1 3/4" WIRE 113

172 AA 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

172 BB 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

172 CC 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

172 DD 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

172 EE 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

172 FF 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

172 GG 10 (2) 3' - 0" (2) 7' - 0" 1 3/4" WIRE 113

173 AA 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

173 BB 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

173 CC 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

173 DD 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

173 EE 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

173 FF 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

173 GG 10 (2) 3' - 0" (2) 7' - 0" 1 3/4" WIRE 113

174 AA 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

174 BB 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

174 CC 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

174 DD 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

174 EE 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

174 FF 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

174 GG 10 (2) 3' - 0" (2) 7' - 0" 1 3/4" WIRE 113

175 AA 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

175 BB 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

175 CC 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

175 DD 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

175 EE 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

175 FF 11 4' - 0" 7' - 0" 1 3/4" WIRE SLIDING CAGE DOOR

175 GG 10 (2) 3' - 0" (2) 7' - 0" 1 3/4" WIRE 113

1/2" = 1'-0"A-121

5 CAGE DOOR SCHEDULE

1. ALL SHELVING IS TO BE ANCHORED TO THE

CONCRETE FLOOR SLAB PER MANUF. STANDARD

DETAIL

2. CONTRACTOR TO FIELD VERIFY FINAL LOCATION

OF SHELVING UNITS WITH OWNER PRIOR TO

INSTALLATION

3. CONTRACTOR TO FIELD VERIFY SHELVING

DIMENSIONS W/ ACTUAL LOCATIONS PRIOR TO

ORDERING SHELVING

4. REFER TO SHELVING SPECIFICATION FOR MORE

INFORMATION.

PP

Q

NN

LL

MM

LOCKERS

LOCKERS

LOCKERS

HALLWAY

A

/8

181 LOCKERS131 LOCKERS

33 LOCKERS

6' - 3 1/2" 6' - 4"

/8

4' - 10" 5' - 6 1/4" 5' - 6"

1H

/4

B

A

B

A

A

NOTE:

REFER TO A-101 FOR ADDITIONAL DETAILED

FLOOR PLAN INFORMATION

5' - 2" 3' - 9"

LOCKER

ALL WELDED

CONSTRUTCTION

1' - 3" 1' - 3"

DIAMOND VENTS

FRONT AND SIDE

COAT ROD

SHELF

1'

BASE

2' - 6"

1' 1/

1/

2' - 6"

1'

2x2 ANGLE BEYOND

2"x2"x1/8"

ANGLE (TYP.)

BUTCHER BLOCK

FASTENED FROM

UNDERSIDE. FINISH

WITH CLEAR

POLYURETHANE

SEALER. PROVIDE 1/2" DRILLED BOLT

HOLES FOR CABLE LOCKS.

FRONT TOP SIDE

1' - 2" 2' - 0"

1/

1' 1/

2"x2"x1/8"

ANGLE (TYP.)

2"x2"x1/8"

ANGLE (TYP.)

BUTCHER BLOCK FASTENED

FROM UNDERSIDE. FINISH WITH

CLEAR POLYURETHANE

SEALER.

LOCKER

RE: 2/A-122

1' 1/

CLEAR

2' - 2"

2x1/8" FLAT

STOCK

PRIME STEEL ANGLES

WITH RUST RESISTANT

PAINT (TYP.) P-5

1/8" RADIUS @

FRONT TO EDGE

1/8" RADIUS @

FRONT TO EDGE

BOLT TO FLOOR WITH

EXPANSION BOLT

EVERY 4 LOCKERS

1/2" DRILLED HOLES

(VERIFY WITH LOCKER MANUF.

STANDARD LAYOUT.)

PROVIDE 1/2" DRILLED

BOLT HOLES FOR GANGING

AS REQD. (TYP.)

FINISHED LENGTH

9 1/4"

FINISHED LENGTH

1' - 7"

PROVIDE FACTORY CRIMPED

2" LOOP WITH PLATIC SLEEVE

CABLE A CABLE B CONTRACTOR TO FIELD

INSTALL THROUGH 1/2"

DIAMETER PRE-DRILLED HOLE

EACH ASSEMBLY SHALL CONSIST OF ONE CABLE A AND

ONE CABLE B. REFER TO ASI #67 NARRATIVE FOR

SPECIFICATIONS AND LISTING OF REQUIRED COMPONENTS

CONTRACTOR TO FIELD

INSTALL THROUGH 1/2"

DIAMETER PRE-DRILLED HOLE

PAD LOCK BY

COARNG (N.I.C.)

CABLE PLAN

CONTICO SHOWN

DASHED (N.I.C.)

20 1/4"H x 23"W x 37"D

CONTICO SHOWN

DASHED (N.I.C.)

20 1/4"H x 23"W x 37"D

1"

1" nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-122

TA-50 LOCKER

LAYOUT AND

DETAILS

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-122

1 TA-50 LOCKERS - FIRST FLOOR PLAN

1" = 1'-0"A-122

2 TA-50 LOCKER ELEVATION

1 1/2" = 1'-0"A-122

3 TA-50 LOCKER BASE DETAILS

A-500

A-501

1 2 9 11

A

C

J

P

Q

R

G.5

M.5

N

S.5

A-501

A-501

A-501

A-500

A-500

A-500

A-501

A-501

A-501

A-502

A-502

A-502

172 174

176 177

118 121

133143

139 131

163 162

110108

137138

148150 149

119 120

147 140

A -2

A -2

A -2

A -2

A -2

A -2

A -2

A -2

S

4 6

3 5 7 10 12

E

F

B

H

L

M

G

D

K

109 117

175173171

L.5

N.5

N.2

A-501

AA

CC

JJ

R

G.5

M.5

NN

S.5

A-400

A-400

A-401

A-501

A-501

A-501

A-400

A-500

A-501

A-501

A-501

A-502

A-502

A-502

234 219

223225 224 222

214 215

238 237241

A -2 1 1

A -2

A -2 1 1

A -2

S

EE

FF

BB

HH

LL

MM

GG

DD

KK

L.5

N.5

N.2

A-810 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-200

COMPOSITE

RELFLECTED

CEILING PLANS

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

3/64" = 1'-0"A-200

1 COMPOSITE - FIRST FLOOR REFLECTED CEILING PLAN

3/64" = 1'-0"A-200

2 COMPOSITE - SECOND FLOOR REFLECTED CEILING PLAN

0' 10' 20' 40' 80'

0' 10' 20' 40' 80'

5°

N

5°

N

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

SEE WALL TYPES AND ENLARGED PLANS FOR LOCATIONS OF WALLS

THAT TERMINATE AT THE UNDERSIDE OF CEILING GRID. BATT INSULATION

IS TO BE PROVIDED ABOVE CEILING GRID AT THESE LOCATIONS A MIN.

OF 2 FT ON EITHER SIDE OF THE WALL.

REFER TO G-03 (CODE PLAN) AND A-910 (WALL TYPES) FOR

INFORMATION ON RATED WALLS

AA

CC

JJ

PP

Q

NN

161 160

A -2

A -2

A -2

A -2

8' - 8"

8' - 8"

9' - 0"

9' - 0"

9' - 0"

8' - 6"

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

OPEN TO STRUCTURE

171 173 174 175

EE

FF

BB

HH

LL

MM

GG

DD

A-510

A-511

A-511

A-512

9' - 0"

A-510

A-511

KK

A-510

A-510

A-511

179' - 3"

1"

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

SOFFIT METAL PANELS

SMP - 2

9' - 0" 9' - 0"

A-741

MATCHLINE

PERFORRATED SOFFIT

METAL PANEL EVENLY

SPACED (TYP.)

A-730

S

S

S

SSSSSSSS

S S S S

SSSSS

S

S

ZEE-VENT

(RE:9/A-730)

ZEE-VENT

(RE:9/A-730)

A-201 A-202 A-203

S

2'-0" x 4'-0" RECESSED

FLUORESCENT LIGHT

FIXTURE RE: ELEC. SOLAR TUBES

CAN LIGHT FIXTURE

RE: ELEC.

1'-0" x 4'-0" PENDANDT

LIGHT FIXTURE RE: ELEC.

2'-0" x 2'-0" ACT

RCP LEGEND

1 HR RATED WALL

ASSEMBLY

RETURN AIR

RE: MECH.

SUPPLY AIR

RE: MECH.

METAL SOFFIT

PANELS

EPIC METAL

DECK

PERFORATED

ACOUSTICAL METAL

CEILING

B.A.F.

CEILING FAN

ROOF HATCH

RECESSED LINEAR

FLUORESCENT LIGHT

RE: ELEC.

FLUORESCENT LIGHT

RE: ELEC.

CONTINUOUS GRID,

RE:A-910 PARTITION

TYPE 10

2'-0"x2'-0" VINYL

FACED ACT

PERFORATED METAL

SOFFIT PANEL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-201

SECTOR 1

FIRST FLOOR

RELFECTED

CEILING PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-201

1 SECTOR 1 - FIRST FLOOR REFLECTED CEILING PLAN

0' 4' 8' 16'2' 5°

N

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

SEE WALL TYPES AND ENLARGED PLANS FOR LOCATIONS OF WALLS THAT

TERMINATE AT THE UNDERSIDE OF CEILING GRID. BATT INSULATION IS TO

BE PROVIDED ABOVE CEILING GRID AT THESE LOCATIONS A MIN. OF 2 FT

ON EITHER SIDE OF THE WALL.

ALL SUSPENDED CEILINGS MUST BE BRACED TO MEET SEISMIC DESIGN

CRITERIA (RE: SPEC)

REFER TO A-301 & A-302 FOR LOCATIONS OF SOLAR TUBES (TYP.)

REFER TO A-121 FOR CAGE LID LAYOUT IN ROOMS 171, 172, 173, 174, 175.

AA

CC

J

P

Q

RR

G.5

M.5

N

161 160

A -2

A -2

A -2

A -2

A -2

A -2

A -2

A -2

8' - 6"

9' - 0"

9' - 0"

9' - 8"

OPEN TO

STRUCTURE

S

9' - 0"

9' - 0"

EE

FF

BB

HH

LL

MM

GG

DD

OPEN TO STRUCTURE

(RE: A-210)

OPEN TO STRUCTURE

A-512

A-512

A-512

A-514

A-512

A-514

A-519

A-515

KK

A-512

A-513

A-514

A-515

A-513

A-513

A-513

A-514

9' - 0"

10' - 0"

PERFORATED

ACOUSTICAL

METAL CEILING

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

MECH. DUCT

RE: MECH.

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

OPEN TO STRUCTURE

A-520

A-740

A-740

A-520

A-730

9' - 0"

OPENING FOR

HOOD

A-519

MATCHLINE

MATCHLINE

A-740

A-740

A-740

L.5

BREAK METAL

N.5

N.2

12' - 2 1/2"

10' - 0"

PERFORATED

ACOUSTICAL METAL

CEILING

A-620

PERFORATED

ACOUSTICAL METAL

CEILING

S

S

S

S

S

S

S

PERFORATE

D

METAL CEIL

ING

ZEE-VENT

(RE:9/A-730)

ZEE-VENT

(RE:9/A-730)

A-201 A-202 A-203

S

2'-0" x 4'-0" RECESSED

FLUORESCENT LIGHT

FIXTURE RE: ELEC.

SOLAR TUBES

CAN LIGHT FIXTURE

RE: ELEC.

1'-0" x 4'-0" PENDANDT

LIGHT FIXTURE RE: ELEC.

2'-0" x 2'-0" ACT

RCP LEGEND

1 HR RATED WALL

ASSEMBLY

RETURN AIR

RE: MECH.

SUPPLY AIR

RE: MECH.

METAL SOFFIT

PANELS

EPIC METAL

DECK

2' X 4' PERFORATE

ACOUSTICAL METAL

CEILING

B.A.F.

CEILING FAN

ROOF HATCH

RECESSED LINEAR

FLUORESCENT LIGHT

RE: ELEC.

FLUORESCENT LIGHT

RE: ELEC.

CONTINUOUS GRID,

RE: A-910 PARTITION

TYPE 10

2'-0" x 2'-0" VINYL

FACED ACT

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-202

SECTOR 2

FIRST FLOOR

RELFECTED

CEILING PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-202

1 SECTOR 2 - FIRST FLOOR REFLECTED CEILING PLAN

5°

N

0' 4' 8' 16'2'

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

SEE WALL TYPES AND ENLARGED PLANS FOR LOCATIONS OF WALLS

THAT TERMINATE AT THE UNDERSIDE OF CEILING GRID. BATT

INSULATION IS TO BE PROVIDED ABOVE CEILING GRID AT THESE

LOCATIONS A MIN. OF 2 FT ON EITHER SIDE OF THE WALL.

ALL SUSPENDED CEILINGS MUST BE BRACED TO MEET SEISMIC DESIGN

CRITERIA (RE: SPEC)

R

G.5 G.5

M.5 M.5

S.5

110108

137138

119 120

A -2

A -2

A -2

A -2

9' - 0"

9' - 6"

10' - 0"

9' - 0"

10' - 0"

10' - 0"

9' - 6"

10' - 0"

OPEN TO ABOVE

9' - 0"

S

10' - 0"

9' - 0"

9' - 6"

10' - 0" 9' - 0"10' - 0"

9' - 0"

12' - 7 1/4"

A-516

A-516

A-518

A-517

A-517

A-516

A-518

A-517

9' - 6"

9' - 6"9' - 6"

A-518

9' - 0"

A-519

A-516

A-518

A-517

A-518

A-519

9' - 0"

10' - 0"

9' - 0"

9' - 0" 9' - 0" 10' - 0"

10' - 0"

PERFORATED

METAL CEILING

SMP-2

7' - 1 1/4"

A-730

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

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

10' - 0"

EQ. EQ. 17' - 0" EQ. EQ. 17' - 0" EQ. EQ.

7' - 0 1/2"

17' - 0" 4' - 10" 17' - 0"

2' - 9 1/2"

A-740

A-740

A-740

A-740

A-740

A-740

SIM

A-740

A-740

A-740

ROOF OVERHANG

ABOVE

ROOF

OVERHANG

ABOVE

A-740

A-519

A-520

A-520

A-520

A-730

A-741

A-741

A-740

EQ. EQ.

E Q

E Q

9' - 9" 8' - 0" 5' - 0" 5' - 0" 8' - 0" 5' - 0" 5' - 0" 8' - 0" 5' - 0" 5' - 0"

EQ. 5' - 0" 5' - 0" EQ.

E Q

E Q

EQ. 5' - 0" 5' - 0" EQ.

2' - 2" 5' - 0" 5' - 0"

/2

A-711

SIM

A-740

A-740

MATCHLINE

L.5 L.5

PERFORRATED SOFFIT

METAL PANEL (TYP.)

A-741

A-731

SIM 3

A-741

SIM

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

N.5 N.5

N.2 N.2

A-741

A-741

A-517

E Q

E Q

EQ. EQ.

5' - 0" 5' - 0" 2' - 2"

" 2

EQ. EQ.

9' - 6"

E Q

E Q

A-741

A-741

S O F F

IT

S O F F

IT

8' - 10"

BLKHD

PERFORATED

METAL CEILING

E Q

E Q

EQ. EQ.

A-741

E Q

E Q

EQ. EQ.

B L K H D

EQ. EQ.

E Q . E Q

MECH. SHAFT TO

SECOND FLOOR

A-201 A-202 A-203

S

2'-0" x 4'-0" RECESSED

FLUORESCENT LIGHT

FIXTURE RE: ELEC. SOLAR TUBES

CAN LIGHT FIXTURE

RE: ELEC.

1'-0" x 4'-0" PENDANDT

LIGHT FIXTURE RE: ELEC.

2'-0" x 2'-0" ACT

RCP LEGEND

1 HR RATED WALL

ASSEMBLY

RETURN AIR

RE: MECH.

SUPPLY AIR

RE: MECH.

METAL SOFFIT

PANELS

EPIC METAL

DECK

PERFORATED

ACOUSTICAL METAL

CEILING

B.A.F.

CEILING FAN

ROOF HATCH

RECESSED LINEAR

FLUORESCENT LIGHT

RE: ELEC.

FLUORESCENT LIGHT

RE: ELEC.

CONTINUOUS GRID,

RE:A-910 PARTITION

TYPE 10

2'-0"x2'-0" VINYL

FACED ACT

PERFORATED METAL

SOFFIT PANEL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-203

SECTOR 3

FIRST FLOOR

RELFECTED

CEILING PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-203

1 SECTOR 3 - FIRST FLOOR REFLECTED CEILING PLAN

5°

N

0' 4' 8' 16'2'

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

SEE WALL TYPES AND ENLARGED PLANS FOR LOCATIONS OF WALLS

THAT TERMINATE AT THE UNDERSIDE OF CEILING GRID. BATT INSULATION

IS TO BE PROVIDED ABOVE CEILING GRID AT THESE LOCATIONS A MIN.

OF 2 FT ON EITHER SIDE OF THE WALL.

ALL SUSPENDED CEILINGS MUST BE BRACED TO MEET SEISMIC DESIGN

CRITERIA (RE: SPEC)

RR

G.5

M.5

A -2

A -2

A -2

A -2

SS

9' - 0"

A-514

A-519

A-515

A-515

A-514

9' - 0"

9' - 0"

A-740

A-740

A-519

A-722

A-520

1 ' - 9 /8

1' - 6"

' - 11 5

"1 ' - 6

S

1-1/2" PER

FOOT SLOPE

1/2" PER

FOOT SLOPE

1/2" PER

FOOT

SLOPE

CEILING

SMP-1

/8

PERFORATED

METAL SOFFIT

PANEL VENT

EVENLY SPACED

(TYP.)

L.5

1' - 11"

1' - 6"

N.5

N.2

A-722

10' - 11 3/4"

8' - 5"

1/2" PER

FOOT

SLOPE

CEILING

EQ. EQ.

A-210 A-211

AA

CC

JJ

NN

EE

FF

BB

HH

LL

MM

GG

DD

EPIC DECK

A-512

A-514

A-512

B.A.F.

B.A.F.

KK

A-512

A-513

DUCT

RE: MECH.

ROOF DRAIN LEADERS

MAIN SPRINKLER LINE

SPRINKLER LINES

(TYP.)LIGHT FIXTURES AT

BOTTOM OF TRUSS

(SHOWN DASHED)

GAS UNIT HEATER RE: MECH

BOTTOM OF HEATER TO BE

MOUNTED WITH BOTTOM OF

BOX TRUSSES MINIMUM

SPRINKLER BRANCH LINES (TYP.)

GAS LINE

TO SUPPLY

UNIT HEATER

S

2'-0" x 4'-0" RECESSED

FLUORESCENT LIGHT

FIXTURE RE: ELEC. SOLAR TUBES

CAN LIGHT FIXTURE

RE: ELEC.

1'-0" x 4'-0" PENDANDT

LIGHT FIXTURE RE: ELEC.

2'-0" x 2'-0" ACT

RCP LEGEND

1 HR RATED WALL

ASSEMBLY

RETURN AIR

RE: MECH.

SUPPLY AIR

RE: MECH.

METAL SOFFIT

PANELS

EPIC METAL

DECK

PERFORATED

ACOUSTICAL METAL

CEILING

B.A.F.

CEILING FAN

ROOF HATCH

RECESSED LINEAR

FLUORESCENT LIGHT

RE: ELEC.

FLUORESCENT LIGHT

RE: ELEC.

CONTINUOUS GRID,

RE:A-910 PARTITION

TYPE 10

2'-0"x2'-0" VINYL

FACED ACT

PERFORATED METAL

SOFFIT PANEL

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-210

SECTOR 2

SECOND FLOOR

REFLECTED

CEILING PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-210

1 SECTOR 2 - SECOND FLOOR REFLECTED CEILING PLAN

5°

N

0' 4' 8' 16'2'

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

SEE WALL TYPES AND ENLARGED PLANS FOR LOCATIONS OF WALLS

THAT TERMINATE AT THE UNDERSIDE OF CEILING GRID. BATT INSULATION

IS TO BE PROVIDED ABOVE CEILING GRID AT THESE LOCATIONS A MIN.

OF 2 FT ON EITHER SIDE OF THE WALL.

ALL SUSPENDED CEILINGS MUST BE BRACED TO MEET SEISMIC DESIGN

CRITERIA (RE: SPEC)

PAINT EPIC DECK, ALL EXPOSED STEEL STRUCTURE, EXPOSED ROOF

DRAIN LEADERS AND EXPOSED FIRE SPRINKLER PIPES PT-1

R

G.5 G.5

M.5 M.5

S.5

231 230

243244

223225 224 222

214 215

239 238 237

A -2

A -2

A -2

A -2

9' - 0"

9' - 0" 10' - 0"

10' - 0" 10' - 0"

9' - 0"

9' - 0"

SKYLIGHT

S

9' - 0"

9' - 4"

9' - 0" 9' - 0" 9' - 0"

A-516

A-516

A-516

A-518

A-517

A-516

A-518

A-517

A-518

A-516

A-518

A-517

A-518

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

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

9' - 0"

10' - 0"

A-740

9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"

A-740

A-740

A-740

A-740

A-740

A-740

A-740

A-740

A-722

A-722

A-520

A-520

A-520

/8

1'

A-741

A-722

A-722

S

S

A-516

A-517

9' - 0 1/4"

10' - 0"

PERFORRATED METAL

SOFFIT PANEL VENT

EVENLY SPACED (TYP.)

PERFORRATED

SOFFIT METAL

PANEL VENT (TYP.)

L.5 L.5

SUNSHADE (TYPE 2)

HORIZONTAL ORIENTATION

N.5 N.5

N.2 N.2

SUNSHADE (TYPE 2)

VERTICAL ORIENTATION

2' - 9 5/8"

SOFFIT METAL PANEL

(SMP-1)

9' - 2"

A-740

SIM.

A-211

10' - 3 3/4"

A-740

TYP.

8' - 5"

1/2" PER

FOOT

SLOPE

CEILING

1/2" PER

FOOT

SLOPE

CEILING

SMP-1

SOFFIT METAL

PANEL SMP-1

9' - 4 1/4"

11' - 2 3/4"

9' - 8 1/2"

A-741

A-741EQ. EQ.

E Q

E Q

EQ. EQ.

E Q

E Q

EQ. EQ.

E Q

E Q

EQ EQ EQ EQ

EQ EQ

EQ EQ 2' - 0" EQ.EQ. 2' - 0"

SUNSHADE (TYPE 2)

VERTICAL ORIENTATION

A-210 A-211

S

2'-0" x 4'-0" RECESSED

FLUORESCENT LIGHT

FIXTURE RE: ELEC. SOLAR TUBES

CAN LIGHT FIXTURE

RE: ELEC.

1'-0" x 4'-0" PENDANDT

LIGHT FIXTURE RE: ELEC.

2'-0" x 2'-0" ACT

RCP LEGEND

1 HR RATED WALL

ASSEMBLY

RETURN AIR

RE: MECH.

SUPPLY AIR

RE: MECH.

METAL SOFFIT

PANELS

EPIC METAL

DECK

PERFORATED

ACOUSTICAL METAL

CEILING

B.A.F.

CEILING FAN

ROOF HATCH

RECESSED LINEAR

FLUORESCENT LIGHT

RE: ELEC.

FLUORESCENT LIGHT

RE: ELEC.

CONTINUOUS GRID,

RE:A-910 PARTITION

TYPE 10

2'-0"x2'-0" VINYL

FACED ACT

PERFORATED METAL

SOFFIT PANEL

A-51913

A-740

A-723

A-723

A-723

N.2

LINEAR LIGHTING FIXTURES

ATTACHED TO THE BOTTOM

ALUMINUM RAFTERS

(CENTER UNDER 3"X4"

ALUMINUM PURLINS)

TRANSLUCENT

POLYCARBONATE

SKYLIGHT PANELS (TYP)

DAYLIGHT

SENSOR (DS)

(DS)

EQ. 24' - 6" EQ.

LINEAR LIGHTING FIXTURES

ATTACHED TO THE BOTTOM

ALUMINUM RAFTERS

(CENTER UNDER 3"X4"

ALUMINUM PURLINS)

3"X7" ALUMINUM RAFTERS

EMPTY FIXTURE HOUSING WITH

ALUMINUM COVER TO MATCH

HEIGHT/WIDTH AND FINISH OF

LIGHT FIXTURE (SHOWN

SHADED, TYP. AT ENDS)

NOTE:

REFER TO ELECTRICAL DRAWINGS FOR MORE

INFORMATION ON LIGHTING FIXTURE TYPE AND

DAYLIGHT SENSORS

(DS)

EMPTY FIXTURE HOUSING WITH

ALUMINUM COVER TO MATCH

HEIGHT/WIDTH AND FINISH OF

LIGHT FIXTURE (SHOWN

SHADED, TYP. AT ENDS)

nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-211

SECTOR 3

SECOND FLOOR

RELFECTED

CEILING PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

1/8" = 1'-0"A-211

1 SECTOR 3 - SECOND FLOOR REFLECTED CEILING PLAN

5°

N

0' 4' 8' 16'2'

NOTE:

REFER TO SHEET G-02 FOR GENERAL NOTES.

SEE WALL TYPES AND ENLARGED PLANS FOR LOCATIONS OF WALLS

THAT TERMINATE AT THE UNDERSIDE OF CEILING GRID. BATT

INSULATION IS TO BE PROVIDED ABOVE CEILING GRID AT THESE

LOCATIONS A MIN. OF 2 FT ON EITHER SIDE OF THE WALL.

ALL SUSPENDED CEILINGS MUST BE BRACED TO MEET SEISMIC DESIGN

CRITERIA (RE: SPEC)

REFER TO A-301 & A-302 FOR LOCATIONS OF SOLAR TUBES (TYP.)

1/4" = 1'-0"A-211

3 ENLARGED SKYLIGHT RCP

A-500

A-501

11 14

AA

CC

J

P

Q

R

G.5

M.5

N

S.5

A-401

A-401

A-400

A-400

A-401

A-501

A-501

A-501

A-400

A-500

A-500

A-500

A-501

A-501

A-501

A-502

A-502

A-502

A -3

A -3

A -3

A -3

S

E

F

BB

H

L

M

G

DD

K

L.5

N.5

N.2

RM 234

SECTIONS S3 PLANS

(2ND FLOOR BELOW)

A-610

A-610

A-810

TPO ROOFING MEMBRANE ON

ROOF UNDERLAYMENT OVER

1/2" COVER BOARD ON 5"

RIGID INSULATION ON 1 1/2"

METAL DECKING

PLUMBING VENT

STACK

DRAWBAND

TPO ROOFING MEMBRANE

ON ROOF UNDERLAYMENT

OVER 1/2" COVER BOARD

ON 5" RIGID INSULATION ON

1 1/2" METAL DECKING

ROOF DRAIN

LEADER

STRAINER

DECK CLAMP

FLASHING

TPO ROOFING MEMBRANE ON

ROOF UNDERLAYMENT OVER

1/2" COVER BOARD ON 5"

RIGID INSULATION ON 1 1/2"

METAL DECKING

PRE-FABRICATED

ROOF HATCH UNITS

(RE: SECIFICATIONS)

STEEL ANGLES

(RE: STRUCTURAL)

WOOD BLOCKING

COUNTER-FLASHING W/

CONTINUOUS SEALANT

EXTEND TPO FLASHING

MEMBRANE OVER BUILT

UP CURB

WALL AS SCHEDULED

3" 3"

1'

1'

1'

ROOF LADDER

3" X 3/8" FLAT BAR STRINGS

3" X 3/8" FLAT BAR WALL

SUPPORTS @ 4'-0" O.C. 3" X 3/8" FLAT BAR FLOOR

SUPPORTS W/ 1/2" DIA.

EXPANSION ANCHORS IN

CONC. FLR.-TYP.

TPO ROOFING MEMBRANE ON

ROOF UNDERLAYMENT OVER

1/2" COVER BOARD ON 5"

RIGID INSULATION ON 1-1/2"

METAL DECKING

STEEL ANGLES

(RE: STRUCTURAL)

ROOF CURB AS REQ'D BY

MANUFACTURER

COUNTER-FLASHING W/

CONTINUOUS SEALANT

EXTEND ROOFING MEMBRANE

OVER BUILT UP CURB

A S R E Q 'D B Y M A N

UF

A C T

UR

E R

TPO ROOFING MEMBRANE ON

ROOF UNDERLAYMENT OVER

1/2" COVER BOARD ON 5"

RIGID INSULATION ON 1 1/2"

METAL DECKING

SOLAR TUBE DOME

(PROVIDE 48" EXTENSION WHERE

INDICATED ON ROOF PLAN)

EXTENSION TUBE

4x4x1/4 STEEL ANGLE FRAME

TYP. @ ALL LOCATIONS

(RE: STRUCTURAL)

COUNTER-FLASHING

TPO FLASHING

WRAP UP OVER METAL

CURB AND BLOCKING

FILL VOIDS WITH

BATT INSULATION

AROUND TUBE

ROOF LEGEND

SOLAR TUBE

SEE 6/A300 FOR

FRAMING REQUIREMENTS

ROOF DRAIN

(RE: PLUMGING)

OVERFLOW DRAIN,

MOUNT 2" HIGHER

THAN ROOF

DRAIN, TYP.

TAPERED

INSULATION

MIN. 1/4" PER

FOOT SLOPE

1/4" PER FT SLOPE

ROOF SLOPE

ROOF HATCH

PROVIDE 3' TYP.

WALKWAY WITH

ADDITIONAL LAYER

OF 60 MIL. TPO

S

TPO ROOFING MEMBRANE ON

ROOF UNDERLAYMENT OVER

1/2" COVER BOARD ON 5"

RIGID INSULATION ON 1 1/2"

METAL DECKING

4" ANTENNA CONDUIT FROM

ROOF DOWN TO SECTION S3

PLANS (RM 234). RE: ELECT. FOR

CONDUIT REQUIREMENTS

DRAWBAND

4"

1' -4 nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-300

COMPOSITE

ROOF PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

3/64" = 1'-0"A-300

1 COMPOSITE ROOF PLAN

0' 10' 20' 40' 80' 5°

N

1 1/2" = 1'-0"A-300

2 PLUMBING PENETRATION - TPO ROOFING

1 1/2" = 1'-0"A-300

3 ROOF DRAIN - TPO ROOFING

1" = 1'-0"A-300

5 ROOF HATCH

1 1/2" = 1'-0"A-300

4 RTU CURB DETAIL

1 1/2" = 1'-0"A-300

6 SOLAR TUBE PENETRATION

1 1/2" = 1'-0"A-300

7 CONDUIT PENETRATION - TPO ROOFING

NOTE

ALL TPO TO BE WHITE UNLESS NOTED OTHERWISE

REFER TO A-310 FOR INFORMATION ON THE BUILDING LIGHTNING PROTECT

SYSTEM

AA

CC

JJ

PP

QQ

RR

NN

A-400

SS

EE

FF

BB

HH

LL

MM

R.D.

O.D.

R.D.

O.D.

O.D.

R.D.

3 SIDED MECHANICAL

SCREEN ENCLOSURE.

SEE SPECIFICATIONS

FOR RTU. SCREEN.

COORDINATE HEIGHT

AND LENGTH WITH RTU.

ERU-5

(RE: MECH)

1/ P E R F T S L O P E

1/ P E R F T S L O P E

1/ P E R F T S L O P E

1/ P E R F T S L O P E

1/4" PER FT SLOPE

FULLY ADHERED TPO

ROOFING MEMBRANE

FULLY ADHERED TPO

ROOFING MEMBRANE

FULLY ADHERED TPO

ROOFING MEMBRANE

FULLY ADHERED TPO

ROOFING MEMBRANE

FULLY ADHERED TPO

ROOFING MEMBRANE

1/4" PER FT SLOPE

1/4" PER FT

SLOPE

FUTURE ROOF MOUNTED PHOTOVOLTAIC

ARRAY (SHOWN DASHED FOR

REFERENCE ONLY)

FUTURE ROOF MOUNTED

PHOTOVOLTAIC ARRAY (SHOWN

DASHED FOR REFERENCE ONLY)

GG

DD

ERU-7

(RE: MECH)

MUA-1

(RE: MECH)

MUA-2

(RE: MECH)

A-519

A-515

A-511

ERU-8

(RE: MECH)

S.T.S.T.

S.T.

O.D.

R.D.

O.D.

R.D.

O.D.

3 SIDED MECHANICAL

SCREEN ENCLOSURE.

SEE SPECIFICATIONS

FOR RTU. SCREEN.

COORDINATE HEIGHT

AND LENGTH WITH

RTU.

ROOF HATCH

SOLAR WALL

R.D.O.D.

16' - 0"12' - 6"16' - 0"20' - 0"24' - 0"20' - 0"20' - 0"24' - 0"24' - 0"9' - 6"

R.D.O.D.

KK

A-510

A-510

A-511

A-512

A-513

A-514

24' - 0"28' - 0"24' - 0"28' - 0"33' - 8 1/4"4' - 0"

40' - 0"40' - 0"28' - 0"40' - 0"25' - 7"4' - 0"

/2

/4

R.D.

A -3

A -3

A -3

A -3

A-511

A-512

A-510

A-511

A-512

A-513

A-512

A-514

A-513

A-512

A-401

A-720

A-720

OPP.

A-720

A-720

A-720

A-721

A-720

SIM

A-722

A-720

A-720

A-720

A-720

A-519

A-720

A-721

A-720

A-720

A-720

A-720

A-720

A-513

SOLAR WALL

O.D R.D.

A-720

OPP.

A-720

A-513

A-720

A-720

20' - 2 1/2"

A-401

A-301

R.D. O.D

O.D R.D.R.D. O.D

40' - 0"

EF-2

EF-4

REINFORCED MEMBRANE WALKWAY. SEE ROOF LEGEND

A-720

CONDENSER UNITS

FOR WALK IN

FRIDGE & FREEZER

RE: MECH

R.D.

O.D.

R.D.

O.D.

CONTRACTOR TO

FIELD COORDINATE

FINAL LOCATION OF

SOLAR TUBE PRIOR TO

INSTALLATION.

PROVIDE 48"

EXTENSION KIT.

1/ P E R F T S L O P E

ATTACH MECH. SCREEN

TO CMU VENEER.

CONCEAL ALL

FASTERNS FROM VIEW

TO THE SOUTH

4' - 0"

4' - 0"4' - 0"

3' - 5"

A-301 A-302

ROOF LEGEND

SOLAR TUBE

SEE 6/A300 FOR

FRAMING REQUIREMENTS

ROOF DRAIN

(RE: PLUMGING)

OVERFLOW DRAIN,

MOUNT 2" HIGHER

THAN ROOF

DRAIN, TYP.

TAPERED

INSULATION

MIN. 1/4" PER

FOOT SLOPE

1/4" PER FT SLOPE

ROOF SLOPE

ROOF HATCH

PROVIDE 3' TYP.

WALKWAY WITH

ADDITIONAL LAYER

OF 60 MIL. TPO

S

3' - 0" 3 1/2" 5' - 10 1/2" 5' - 10" 5' - 10" 5' - 10"

A-519

STEEL TUBE PRIME & PAINT

RE: STRUCTURAL (TYP) CMU WALL

A-300

SIM.

(TYP)

MP-4

CMU

VENEER

4" CONDUIT W/ SERVICE CAP

ATTACH STEEL

TUBE TO CMU WALL

119' - 4" nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-301

PARTIAL ROOF

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design Submittal 31 MAY 2011

N O R

TH

C O

LO

R A D O S P R

IN

G S

R

EA

D

IN

ES

S C

EN

TE

R

Bid Final Documents 5 JULY 2011

3/32" = 1'-0"A-301

1 PARTIAL ROOF PLAN - 1

0' 4' 8' 16'2' 5°

N

3/8" = 1'-0"A-301

3 SCREEN WALL ELEVATION

NOTE:

1. USE TAPERED INSULATION AT ROOF EDGE TO MAINTAIN CONSTANT

ELEVATION AT THE VARIOUS LEVELS WHERE THERE IS NO PARAPET.

2. ALL TPO TO BE WHITE UNLESS NOTED OTHERWISE

3. ALL ROOF CRICKETS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER

FOOT. SLOPE TO DRAIN.

4. ALL MECHANICAL EQUIPMENT ON ROOF MUST BE LOCATED 10'-0"

MIN. AWAY FROM THE OUTSIDE EDGE OF ROOF CAPFLASHING.

5. OVERFLOW DRAINS SHALL BE MOUNTED 2" ABOVE (HIGHER) THAN

THE ADJACENT ROOF DRAINS (TYP.)

6. COORDINATE SIZE (HEIGHT/LENGTH) OF MECHANICAL

EQUIPMENT SCREENS WITH SIZE (HEIGHT/WIDTH) OF

MECHANICAL EQUIPMENT. ENSURE ALL MECHANICAL

EQUIPMENT IS CONCEALED FROM VIEW.

7. CONTRACTOR TO COORDINATE ROOF TOP

MECHANICAL UNIT PLACEMENT WITH STRUCTURAL FIELD

CONDITIONS. MECHANICAL SHOP DRAWINGS TO INCLUDE

FULLY DIMENSIONED ROOF PLAN INDICATING ALL ROOF

TOP MECHANICAL UNITS AND MECHANICAL SCREENS WITH

DIMENSIONED OFFSETS TO ADJACENT COLUMN LINE

REFERENCES.

A

C

J

P

Q

R

G.5

M.5 N

S.5

A-400

A-401

A-400

S

E

F

B

H

L

M

R.D.

O.D.

1/ P E R F T S L O P E

R.D.

O.D.

R.D.

O.D.

1/ P E R F T S L O P E

1/ P E R

F T S L O P E

R.D.

O.D.

FULLY ADHERED TPO

ROOFING MEMBRANE

FULLY ADHERED TPO

ROOFING MEMBRANE

FULLY ADHERED TPO

ROOFING MEMBRANE

TRANSLUCENT

SKYLIGHT SYSTEM

G

D

A-516

A-519

A-515

A-517

ROOF HATCH

FULLY ADHERED TPO

ROOFING MEMBRANE

K

A-518

A-518

A-518

A -3

A -3

A -3

A -3

/2

A-513

A-516

A-516

A-516

A-518

A-516

A-518

A-517

A-517

:1 S

LO

P E

A-721

A-720

SIM

A-720

A-720

A-720

A-519

A-720

A-721

A-721

A-720

A-722

A-722

A-722

A-722

A-520

A-722

A-721

OPP.

A-721

OPP.

S.T.

S.T.

1/ P E R

F T S L O P E

1/ P E R

F T S L O P E

1/ P E R

F T S L O P E

1/ P E R

F T S L O P E

1/ P E R

F T S L O P E

A-720

31' - 0"

1/ P E R F T S L O P E

/8

6' - 9 1/2"

3' - 2"

80' - 0" 80' - 0" 16' - 6 3/4"

EQ. 74' - 6" 74' - 6" EQ.

A-400

NOTE:

1. USE TAPERED INSULATION AT ROOF EDGE TO MAINTAIN CONSTANT ELEVATION AT THE VARIOUS LEVELS WHERE THERE IS NO

PARAPET.

2. ALL TPO TO BE WHITE UNLESS NOTED OTHERWISE

3. ALL ROOF CRICKETS SHALL HAVE A MINIMUM SLOPE OF 1/4" PER FOOT. SLOPE TO DRAIN.

4. ALL MECHANICAL EQUIPMENT ON ROOF MUST BE LOCATED 10'-0" MIN. AWAY FROM THE OUTSIDE EDGE OF ROOF CAPFLASHING.

5. OVERFLOW DRAINS SHALL BE MOUNTED 2" ABOVE (HIGHER) THAN THE ADJACENT ROOF DRAINS (TYP.)

6. COORDINATE SIZE (HEIGHT/LENGTH) OF MECHANICAL EQUIPMENT SCREENS WITH SIZE (HEIGHT/WIDTH) OF MECHANICAL EQUIPMENT.

ENSURE ALL MECHANICAL EQUIPMENT IS CONCEALED FROM VIEW.

7. CONTRACTOR TO COORDINATE ROOF TOP MECHANICAL UNIT PLACEMENT WITH STRUCTURAL FIELD CONDITIONS. MECHANICAL

SHOP DRAWINGS TO INCLUDE FULLY DIMENSIONED ROOF PLAN INDICATING ALL ROOF TOP MECHANICAL UNITS AND MECHANICAL

SCREENS WITH DIMENSIONED OFFSETS TO ADJACENT COLUMN LINE REFERENCES.

L.5

R.D.

O.D.

R.D.

O.D.

N.5

N.2

A-712

A-722

4' - 0" 4' - 0"

ANTENNA RACK

A-723

A-610

32 A-610

A-722

27' - 0"

A-810

5"

A-301 A-302

ROOF LEGEND

SOLAR TUBE

SEE 6/A300 FOR

FRAMING REQUIREMENTS

ROOF DRAIN

(RE: PLUMGING)

OVERFLOW DRAIN,

MOUNT 2" HIGHER

THAN ROOF

DRAIN, TYP.

TAPERED

INSULATION

MIN. 1/4" PER

FOOT SLOPE

1/4" PER FT SLOPE

ROOF SLOPE

ROOF HATCH

PROVIDE 3' TYP.

WALKWAY WITH

ADDITIONAL LAYER

OF 60 MIL. TPO

S nu m be r

H B & A, L L C

ARCHITECTURE

PLANNING &

INFORMATION

TECHNOLOGY

102 EAST MORENO

AVENUE

COLORADO SPRINGS

COLORADO

80903-3392

719.473.7063 www.hbaa.com ch k d d ra w n jo b is su e r ev is io n d es cr ip ti o n se al as so ci at ed w it h pr o je ct ar c hi te ct issue / revision date:

M.I.O. & J.F.

A.U. & G.L.

B

ID

F

IN

A L

D O

C U

M E

N T

V o ya ge r P ar kw ay

C o lo ra d o S pr in gs C O

A-302

PARTIAL ROOF

PLAN

281-01

Prelim Design Submittal 27 SEPT 2010

Concept Design JUNE 2010

Intermediate Design Submittal 20 JAN 2011

Final Design…