Addendum 4 Drawing Set.pdf

22 MB Posted

Attached to
IFB to Add Alter Building 208
Solicitation number
W50S6Q24B0001
Issued by

About this file

Written by GovTribe AI ·

This document is an Addendum to a federal solicitation for the renovation and expansion of Building 208 at the 188th Wing, Fort Smith, Arkansas. The solicitation, Solicitation Number W50S6Q24B0001, is an Invitation for Bids (IFB) to Add Alter Building 208, with a NAICS code of 236220 - Commercial and Institutional Building Construction. The contract is expected to be a single firm fixed-price contract with a duration of 365 calendar days after notice to proceed, including inspection and punch list. This project is set aside 100% for Woman Owned Small Businesses (WOSB). The magnitude of construction is between $5,000,000 and $10,000,000. The pre-bid conference will be held on June 17, 2024, with a site visit to follow. Bids are due on July 23, 2024. The contracting agency is the Department of the Army National Guard.

View the file

Other files

File Type Posted
OF 1419 B208 ADD ALTER.pdf PDF
Bid Opening Sign In.pdf PDF
Addendum 2 Specs.pdf PDF
Amendment 0003 W50S6Q24B0001.pdf PDF
Addendum 2 Index of Drawings.pdf PDF
Addendum 2 Phasing.pdf PDF
Addendum 4 revison specifications.pdf PDF
Addendum 2 Drawing.pdf PDF
Addendum 3 Removed 502.pdf PDF
RFI Q and A Roster B208 31 Jul 24.xlsx XLSX spreadsheet
Amendment 0002 W50S6Q24B0001 B208.pdf PDF
RFI Q and A 15-16 July 2024.pdf PDF
RFI Q AND A 10 JULY 2024.pdf PDF
Amendment 0001_B208.pdf PDF
RFI Q AND A 02-03 JULY 2024.pdf PDF
RFI Q AND A 11 JULY 2024.pdf PDF
RFI Q and A 25 June 2024.pdf PDF
SITE VISIT SIGN IN B208.pdf PDF
ATTACHMENT 2 - DRAWINGS HKRZ222111 19 FEB 24.pdf PDF
ATTACHMENT 1 - SPECIFICATIONS HKRZ222111 19 FEB 24.pdf PDF
ADDENDUM ATTACHMENT 1 Specifications.pdf PDF
ADDENDUM ATTACHMENT 2 Drawings.pdf PDF
ATTACHMENT 1 - SPECIFICATIONS.pdf PDF
ATTACHMENT 2 - DRAWINGS.pdf PDF
W50S6Q24B0001 ADD ALTER BUILDING 208.pdf PDF
Show all 25

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

1 2 3 4

AA

Bx

C

5 6 7 8 10 11 12 13 14

F

K

L

E

B

D

J

A-201

A-201

A-201

A-201

EXISTING MENS

TLT.

EXISTING

LOUNGE

EXISTING WOMENS

TLT.

657 SF

EXISTING MECH.

80 SF

EXISTING

ELECTRICAL

50 SF

FIRE RISER ROOM

268 SF

NEW TELECOM

MAINTENANCE

(FORMERLY ROOM

151)

120 SF

KMI OFFICE

A-301

334 SF

CUBICLE AREA

100 SF

WAITING LOBBY

127 SF

CASE MANAGER'S

OFFICE

101 SF

EXAM ROOM 3

145 SF

SEL OFFICE

146 SF

MAO OFFICE

158 SF

COMMANDER'S

OFFICE

130A

135 138

152A

107 110

18' - 8 7/8" 19' - 11 3/4" 28' - 0 1/4" 19' - 0 1/8" 1' - 5" 14' - 11" 5' - 10 1/4" 15' - 7 3/4" 26' - 8" 4' - 8 5/8" 4' - 0" 10' - 3 3/8" 9' - 0 3/4" 8' - 7 3/8" 10' - 8 3/4" 13' - 3 3/8" 23' - 0"

236' - 8"

180 SF

AUDIOLOGY

153A

2547 SF

OPEN OFFICE

A-301

A-301

A-301

P01

P01P01P01P01P01P01 P01P01

P01

P01 P01 P01P01

P01

P01P01P01P01

P01

P03 P03

P02

P01

A-303

A-303

27 SF

JAN. CL.

127 SF

CASE MANAGER'S

OFFICE

114 SF

CASE MANAGER'S

OFFICE

260 SF

FULL TIME

PROVIDER'S

OFFICE

44 SF

SOUND BOOTH

241 SF

DENTAL OFFICES

229 SF

DENTAL XRAY &

EXAM ROOM

215 SF

MEDICAL BREAK

ROOM

101 SF

EXAM ROOM 4

89 SF

EXAM ROOM 1

89 SF

EXAM ROOM 2

134 SF

FIRST SERGEANT'S

OFFICE

123 203 SF

OPTOMETRY

110 SF

VITALS/EKG/PFT

122 SF

OPTOMETRIST

TECH

85 SF

COMMS CLOSET

125123 SF

CSS

303 SF

MEDICS OFFICE

249 SF

IMMUNIZATIONS &

LAB OFFICE

223 SF

ENTRY CORRIDOR

121 SF

NEW WORKBENCH

AREA

392 SF

COMMS

BREAKROOM

624 SF

CONFERENCE

ROOM

120 SF

SUPERINTENDENT'S

OFFICE

120 SF

CHIEF'S OFFICE

149 SF

COMMANDER'S

OFFICE

129 SF

CC OFFICE

152 SF

SMALL

CONFERENCE

302 SF

CORRIDOR

117 SF

SUPPORT STAFF

1278 SF

CORRIDOR

38 SF

STORAGE

20 SF

STORAGE

101 117 116

115 114

143 149 145

153B

141B

P01

P01P01

P01

P01

P01

P01

P01

P01

P01

P01P01 P01

P01

P01

P01

P01P01

P01

P01

P01

P01

P01

P01

P01

P01

P01

120 SF

OFFICE

131A

119 121 122A

87 SF

MULTI MEDIA

A-302

377 SF

NURSE'S OFFICE

A-303

122B

141A

P01P01 P01P01

P01

P01P01

P01

P01

P01

P01

P01

P01

P01

P01

P01 P01

P01

P01

P01

P01

P01

P01

P01

P01

P01 P01 P01

P02

P05

P03

P03

P01

P01

P01

P01

22' - 3" 11' - 0" 11' - 1" 10' - 1" 7' - 7" 15' - 6" 8' - 10" 12' - 4" 12' - 5" 12' - 5" 14' - 10" 1' - 4"

7'

1"

9'

0"

0"

10' - 1" 20' - 2"

3' - 8"

3' - 11"5' - 1"

19' - 2" 10' - 4" 9' - 7" 9' - 7" 38' - 7"

P06

P06

6' - 9"7"

6' - 9"

7"

88' - 4" 19' - 10" 128' - 5 1/2"

15' - 8" 16' - 2 3/4" 42' - 2"21' - 10 1/4"

236' - 7 3/4"

30' - 1" 6' - 4" 1' - 7" 15' - 2" 12' - 0" 2' - 0" 4' - 4" 1' - 11"

88' - 4" 37' - 10" 2' - 11" 105' - 0" 2' - 7"

A-703

124 SF

RECEPTION

152C

16' - 10" 9' - 8"

1'

3'

2'

4'

6' - 1"

VIF

15' - 3"

8'

P01

A-302

P01

1163 SF

BASE DATA

CENTER

19' - 2" 5' - 5" 12' - 6" 13' - 11" 10' - 2" 24' - 1"

9' - 8" 5' - 5" 8' - 11" 8' - 11" 18' - 6" 19' - 8" 5' - 5" 9' - 9"

734 SF

SERVER

WORKSPACE

6' - 2"

8'

1"

15' - 8" 13' - 3" 5' - 8" 7' - 7" 6' - 9" 9' - 2" 4' - 4" 22' - 1"

4'

1'

9'

5'

4' - 4"

3'

7"

1'

0"

A-302

A-304

A-301

12.711.710.3

4'

P06 P06

H

1029 SF

COMM STORAGE

A-703

141C

W1

0' 0"

458.42

NAVD 88

0' 0"

458.42

NAVD 88

0' 0"

458.42

NAVD 88

0' 0"

458.42

NAVD 88

0' 0"

458.42

NAVD 88

0' 0"

458.42

NAVD 88

0' 0"

458.42

NAVD 88

A-703

3 SIM

A-703

3 SIM

A-701

A-504

1 1 1

8'

4'

1"

8'

1'

3'

1'

3'

5'

6'

3'

1"

7'

VESTIBULE

7'

1"

130B

131B

132 133

19' - 7 1/2" 4' - 0" 57' - 8"

A-302

Sim

152B

W2

S1

W3

W

W

WWW

W

W

W W W

WW

W W

A-703

P06 P06

P06P06

A-702

A-701

7 SIM

7' - 3" 3' - 4" 9"

0"

8' - 2"

P06

4'

5'

7'

3'

FEC

FEC

FEC

FEC

P01

A-702

A-504

10.2

TYP.

A-304

A-303

Sim

ROOM NAME

ROOM NUMBER

AREA

NAME

XXXXXX

SF

FLOOR PLAN LEGEND

EXISTING DOOR AND FRAME

TO BE REMAIN

EXISTING PARTITION TO REMAIN

NEW CONSTRUCTION

NEW DOOR AND FRAME

EXISTING STRUCTURAL

COLUMNS

FIRE EXTINGUISHER CABINET-

SEMI RECESSED - CLASS A

FEC

EXISTING WINDOWS TO

REMAIN

NEW WALKWAY, PER CIVIL

SPOT ELEVATION

W

NEW CONCRETE SLAB

PATCHING. REFER TO

PLUMBING, STRUCTURAL,

AND FIRE PROTECTION

FLOOR PLAN GENERAL NOTES:

1. ALL INTERIOR DIMENSIONS FROM FACE OF STUD OR FACE OF EXISTING FINISHED SURFACE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, CONDITIONS AND ELEVATIONS PRIOR TO COMMENCING ANY DEMOLITION / CONSTRUCTION

AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

2. REFER TO SHEET A-501 FOR PARTITION TYPES.

3. PREPARE COLUMNS TO RECEIVE NEW FINISH AS INDICATED ON THE FINISH SCHEDULE, TYP.

4. DOOR FRAME LOCATIONS: TYPICALLY, LOCATE HINGE SIDE OF INTERIOR DOOR FRAME 4" CLEAR FROM INTERSECTING WALL UNLESS NOTED OTHERWISE OR INDICATED. LOCATE DOOR TO PROVIDE 12" CLEAR HORIZONTAL WALL DIMENSION ON PUSH SIDE OF LATCH SIDE DOOR FRAME. LOCATE TO PROVIDE 18" CLEAR HORIZONTAL WALL DIMENSION ON PULL SIDE LATCH SIDE

OF DOOR FRAME.

5. CONTRACTOR SHALL REMOVE AFFECTED FINISH MATERIALS AND SUBSTRATE TO STRUCTURE. FINISH TO MATCH ADJACENT

MATERIAL, COLOR AND TEXTURE WHEN RESTORING.

6. REFER TO MEP DRAWINGS FOR SCOPE OF WORK IN EXISTING BREAKROOMS, ELECTRICAL, MECHANICAL, RESTROOMS AND

TELECOMM/IT ROOMS.

7. ALL PERIMETER WALLS (IN SOW) AND WALLS INDICATED TO RECEIVE NEW 5/8" GYP. BOARD AND FINISH AS INDICATED ON THE

FINISH SCHEDULE, TYP.

8. PATCH AND REPAIR EXISTING DRYWALL AS REQUIRED TO COVER ANY EXISTING IMPERFECTIONS ON THE SURFACE.

FLOOR PLAN KEYNOTES:

1. LOCATION OF EXPANSION JOINT AT EXISTING

EXTERIOR WALL.

2. LACE BRICK INFILL TO MATCH EXISTING BRICK

PATTERN IN COLOR AND TEXTURE TO MAKE A

SEAMLESS TRANSITION NEW TO EXISTING.

3. WALL MOUNTED LADDER FOR ROOF ACCESS.

4. METAL DOWNSPOUT TO MATCH EXISTING (TYP.).

REFER TO ROOF PLAN ON SHEET A-106.

5. NEW CONCRETE PAVEMENT, REFER TO CIVIL

DRAWINGS.

6. EXISTING CONCRETE PAVEMENT TO REMAIN,

REFER TO CIVIL DRAWINGS.

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an sa s

A ir

N at io na l G ua rd th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

G U

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E R

S

E a s t th

S tr e e t

L it tl e R o c k A

R

T w w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-102

02/19/24

GMPA J.M., D.G.

M.C., J.K.

F L

O O

R P

L A

N

0 8'4' 16' N

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

FLOOR PLAN

A d d e n d u m

/2

/2

FINISHES LEGEND

MARK DESCRIPTION

VCT-1 VINYL COMPOSITION TILE

CPT-1 CARPET TILE

CON-1 CONCRETE

FLOORING TRANSITION

REQUIRED BETWEEN

DIFFERENT FINISH MATERIALS

EXISTING FLOOR TO

REMAIN

CG CORNER GUARD

TR FINISH TRANSITION

RF-1 RAISED FLOOR

1 2 3 4

AA

Bx

C

5 6 7 8 10 11 12 13 14

F

K

L

E

B

D

J

109108107

114116

CPT-2

CPT-2

CPT-2 CPT-2 CPT-2 VCT-2

CPT-2CPT-2

VCT-2

VCT-2

VCT-2

VCT-2

VCT-1

CON-1

CPT-1

VCT-1

CON-1

101 117 115

122121

123 126

106 110

143 144 145

CPT-2 CPT-2 CPT-2

CPT-2

VCT-1

VCT-2

VCT-2

VCT-2

VCT-2

VCT-2

CPT-2

VCT-2

CPT-2

VCT-2

CPT-2

VCT-2

CPT-2

CPT-1

CPT-1

CPT-1

VCT-1

VCT-1

CPT-1

VCT-1

VCT-1

CPT-1

VCT-1

VCT-1

VCT-2

VCT-1

CG

CG

CG

CG

CG CG CG CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CG

CGCG

TR-2

TR-1

TR-2

TR-2

TR-2

TR-2

TR-2TR-2 TR-2TR-2

TR-2

TR-2

TR-2

TR-2

TR-1TR-1TR-1TR-1

TR-1

TR-1 TR-1 TR-1 TR-1 TR-1

TR-1

TR-2

TR-1

TR-1

TR-1

TR-1TR-1TR-1TR-1

TR-1

TR-3

TR-4

12.711.710.3

H

RF-1

RF-1

RF-1

RF-1

CG

CGCG

CPT-1

CPT-1

VCT-1

VCT-1

TR-2

TR-2

TR-2

TR-1 TR-2

TR-3

1 1

4' - 0"

TR-1

CG CG

TR-4

TR-4

TR-4

CG

CG

CG

CG

10.2

CG CG CG CG CG CG

CG CG

CG

FINISH PLAN KEYNOTES:

1. RAISED FLOORING GRID LAYOUT.

FINISH PLAN GENERAL NOTES:

1. REFER TO CORNER GUARD DETAILS ON SHEET

A-702 (INTERIOR DETAILS).

2. REFER TO ALL TRANSITION DETAILS ONSHEET

A-602 (ROOM FINISH SCHEDULE, NOTES, AND

LEGENDS)

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-103

02/19/24

GMPA J.M., D.G.

M.C., J.K.

F I N

I S

H P

L A

N

ROOM LEGEND

Number Name

139 NEW TELECOM MAINTENANCE

(FORMERLY ROOM 151)

140 NEW WORKBENCH AREA

141 COMMS BREAKROOM

142 CONFERENCE ROOM

143 SUPERINTENDENT'S OFFICE

144 CHIEF'S OFFICE

145 COMMANDER'S OFFICE

146 CC OFFICE

147 SMALL CONFERENCE

148 SUPPORT STAFF

149 OFFICE

150 CORRIDOR

151 OPEN OFFICE

152 COMM STORAGE

153 BASE DATA CENTER

154 SERVER WORKSPACE

155 KMI OFFICE

156 JAN. CL.

157 STORAGE

158 VESTIBULE

ROOM LEGEND

Number Name

120 MULTI MEDIA

121 MEDICAL BREAK ROOM

122 DENTAL XRAY & EXAM ROOM

123 FIRST SERGEANT'S OFFICE

124 CSS

125 COMMS CLOSET

126 OPTOMETRY

127 OPTOMETRIST TECH

128 VITALS/EKG/PFT

129 RECEPTION

130 CORRIDOR

131 ENTRY CORRIDOR

132 EXISTING MENS TLT.

133 EXISTING LOUNGE

134 EXISTING WOMENS TLT.

135 EXISTING MECH.

136 STORAGE

137 EXISTING ELECTRICAL

138 FIRE RISER ROOM

ROOM LEGEND

Number Name

101 FULL TIME PROVIDER'S OFFICE

102 EXAM ROOM 1

103 EXAM ROOM 2

104 NURSE'S OFFICE

105 MEDICS OFFICE

106 COMMANDER'S OFFICE

107 MAO OFFICE

108 SEL OFFICE

109 CUBICLE AREA

110 IMMUNIZATIONS & LAB OFFICE

111 WAITING LOBBY

112 DENTAL OFFICES

113 SOUND BOOTH

114 AUDIOLOGY

115 CASE MANAGER'S OFFICE

116 CASE MANAGER'S OFFICE

117 CASE MANAGER'S OFFICE

118 EXAM ROOM 3

119 EXAM ROOM 4

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

FINISH PLAN 0 8'4' 16'

N

A d d e n d u m

/2

/2

4 4 4

ROOM 138 - FIRE RISER ROOM_ EXISTING FLOOR FINISH

(FOR REFERENCE ONLY)

ROOM 139 - TELECOM MAINTENANCE ROOM (FORMERLY ROOM

NUMBER 151)_ EXISTING FLOOR FINISH

(FOR REFERENCE ONLY)

Bx

C

5 6 7 8 10 11 12 13 14

F

K

L

E

B

D

J

135 137

108107106

144143

115117

127125

TV

TV

TVTV

TV

TV

TV

TV

TV

12.711.710.3

A-402

A-401

A-401

A-401

A-401

A-402

A-402

A-402

A-403

A-401

A-403

H

A-401

141C

A-402

10.2

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

1/8" = 1'-0"

A-104

02/19/24

GMPA J.M., D.G.

M.C., J.K.

F U

R N

I T

U R

E P

L A

N

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

FURNITURE PLAN

ROOM LEGEND

Number Name

139 NEW TELECOM MAINTENANCE

(FORMERLY ROOM 151)

140 NEW WORKBENCH AREA

141 COMMS BREAKROOM

142 CONFERENCE ROOM

143 SUPERINTENDENT'S OFFICE

144 CHIEF'S OFFICE

145 COMMANDER'S OFFICE

146 CC OFFICE

147 SMALL CONFERENCE

148 SUPPORT STAFF

149 OFFICE

150 CORRIDOR

151 OPEN OFFICE

152 COMM STORAGE

153 BASE DATA CENTER

154 SERVER WORKSPACE

155 KMI OFFICE

156 JAN. CL.

157 STORAGE

158 VESTIBULE

ROOM LEGEND

Number Name

120 MULTI MEDIA

121 MEDICAL BREAK ROOM

122 DENTAL XRAY & EXAM ROOM

123 FIRST SERGEANT'S OFFICE

124 CSS

125 COMMS CLOSET

126 OPTOMETRY

127 OPTOMETRIST TECH

128 VITALS/EKG/PFT

129 RECEPTION

130 CORRIDOR

131 ENTRY CORRIDOR

132 EXISTING MENS TLT.

133 EXISTING LOUNGE

134 EXISTING WOMENS TLT.

135 EXISTING MECH.

136 STORAGE

137 EXISTING ELECTRICAL

138 FIRE RISER ROOM

ROOM LEGEND

Number Name

101 FULL TIME PROVIDER'S OFFICE

102 EXAM ROOM 1

103 EXAM ROOM 2

104 NURSE'S OFFICE

105 MEDICS OFFICE

106 COMMANDER'S OFFICE

107 MAO OFFICE

108 SEL OFFICE

109 CUBICLE AREA

110 IMMUNIZATIONS & LAB OFFICE

111 WAITING LOBBY

112 DENTAL OFFICES

113 SOUND BOOTH

114 AUDIOLOGY

115 CASE MANAGER'S OFFICE

116 CASE MANAGER'S OFFICE

117 CASE MANAGER'S OFFICE

118 EXAM ROOM 3

119 EXAM ROOM 4

0 8'4' 16' N

NOTE - FURNITURE IS NOT IN CONTRACT AND IS SHOWN

FOR REFERENCE ONLY.

NOTE - FURNITURE IS NOT IN CONTRACT AND IS SHOWN

FOR REFERENCE ONLY.

A d d e n d u m

/2

/2

T

T

T

T

T

T

T

T

T T

T

T

T

T

T T

T

T

T

T

ES

T

CO

1 2 3 4

AA

Bx

C

5 6 7 8 10 11 12 13 14

F

K

L

E

B

D

J

A-301

9' - 0"

A-301

A-301

A-301

A-303

A-303

9' - 0"

9' - 0"

9' - 0"

9' - 0"

FULL TIME PROVIDER'S OFFICE

CASE MANAGER'S OFFICE

CASE MANAGER'S OFFICE

CASE MANAGER'S OFFICE

AUDIOLOGY

SOUND BOOTH

CORRIDOR

EXAM ROOM 1

EXAM ROOM 2

CORRIDOR

CORRIDOR

MEDICS OFFICE

COMMANDER'S OFFICE

MAO OFFICE

SEL OFFICE

CUBICLE AREA

IMMUNIZATIONS & LAB OFFICE

WAITING LOBBY

CORRIDOR

CORRIDOR

DENTAL OFFICES

EXAM ROOM 3

EXAM ROOM 4

MEDICAL BREAK ROOM

DENTAL XRAY & EXAM ROOM

FIRST SERGEANT'S OFFICE

OPTOMETRY

VITALS/EKG/PFT

COMMS CLOSET

OPTOMETRIST TECH

CORRIDOR

ENTRY CORRIDOR

EXISTING MENS TLT.

EXISTING LOUNGE

JAN. CL.

EXISTING WOMENS TLT.

STORAGE

KMI OFFICE

OPEN OFFICE

SMALL CONFERENCE

SUPPORT STAFF

CORRIDOR

CC OFFICE

COMMANDER'S OFFICE

CHIEF'S OFFICE

OFFICE

SUPERINTENDENT'S OFFICE

CONFERENCE ROOM

COMMS BREAKROOM

EXISTING MECH.

FIRE RISER ROOM

NEW TELECOM MAINTENANCE

(FORMERLY ROOM 151)

NEW WORKBENCH AREA

EXISTING ELECTRICAL

A-302

MULTI MEDIA

9' - 0"

NURSE'S OFFICE

CSS

RECEPTION

STORAGE

A-303

A-302

BASE DATA CENTER

A-302

A-304

A-301

12.711.710.3

H

7' - 0"

SERVER WORKSPACE

A-504

8' - 6"

COMM STORAGE

1' - 5"

2' - 3"

9' - 0"

9' - 0"

8' - 0"

9' - 0"

9' - 0"

9' - 0"9' - 0"

9' - 0"

8' - 6"

9' - 0"9' - 0"

9' - 0"

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

8' - 6"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

8' - 6"

9' - 0"

9' - 0"

9' - 0"

8' - 6"

9' - 0"

9' - 0"

9' - 0"9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 3"

9' - 0"

8' - 0"

9' - 0"

8' - 11"

9' - 0"

8' - 0"

9' - 0"

7' - 10" 7' - 10" 7' - 10" 7' - 10"

7' - 10"

7' - 10"

7' - 10"

7' - 10"

9' - 8"

9' - 11"

9' - 0"

8' - 0"

VESTIBULE

1' - 3"

1' - 5"

2' - 4"

A-504

10.2

A-304

REFLECTED CEILING PLAN LEGEND

NEW PAINTED GYP.BD

CEILING

CEILING HEIGHT A.F.F. FEET-

INCHES CEILING FINISH (REFER

TO FINISH SCHEDULE)

X' - X"

NEW 2' X 4' RECESSED

LIGHT FIXTURE

C-XX

NEW 2'X 2' ACOUSTICAL

CEILING TILE AND GRID

NEW 2' X 4' RECESSED

LIGHT FIXTURE BATTERY

EMERGENCY

NEW RECESSED DOWNLIGHT

NEW EMERGENCY RECESSED

DOWNLIGHT. REFER TO

ELECTRICAL DRAWINGS

NEW SUPPLY AIR

NEW RETURN AIR

EXISTING LIGHTS TO REMAIN

EXISTING LIGHTS TO REMAIN

T NEW THERMOSTATS

NEW EXIT SIGN

NEW SPRINKLER HEADNEW OCCUPANCY

SENSOR

REFLECTED CEILING PLAN GENERAL NOTES:

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND ABBREVIATIONS REFER TO SHEET G-003.

2. NEW GRID AND ACOUSTICAL LAY-IN CEILINGS SHALL BE PROVIDED IN ALL AREAS.

3. ARCHITECTURAL CEILING PLANS INDICATE CEILING TYPE CONFIGURATION AND HEIGHTS. PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES FOR MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION,FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS, LIGHTING, LIGHTING

CONTROL DEVICES, AND ACCESS PANELS SHALL BE COORDINATED BY CONTRACTOR.

4. CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR.

5. CONTRACTOR TO COORDINATE ALL DISCIPLINES TO ENSURE CLEARANCES FOR ALL DUCTWORK, EQUIPMENT, FIXTURES, PIPES,CONDUITS, AND CEILING SYSTEMS NECESSARY TO MAINTAIN CEILING ELEVATION NOTED.

6. ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS NOTED OTHERWISE. CEILING GRIDS SHOWN ON PLANS ARE FOR REPRESENTATION ONLY AND RESPONSIBILITY OF THE CONTRACTOR TO ALIGN AS REQUIRED.

ALL EDGE CUT TILES ARE NO LESS THAN 1/2 A TILE.

7. ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND OTHER HARDWARE INSTALLED IN ACOUSTIC TILED CEILING SYSTEMS TO BE CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE.

8. ALIGN ALL CEILING MOUNTED DEVICES.

9. REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL CEILING FINISH INFORMATION ON SHEET A-602.

10. ALL SPRINKLERS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN WITH

CENTER OF ACOUSTICAL CEILING TILE, UNLESS NOTED OTHERWISE.

11. CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR FRAME OR

OPENING. MOUNT 4" OFF FACE OF WALL.

12. COORDINATE LOCATIONS & SIZE OF CEILING ACCESS PANELS IN GYPSUM

BOARD CEILINGS WITH THE FINAL LOCATIONS OF MECHANICAL EQUIPMENT AND

TO PROVIDE ACCESS TO ALL ABOVE CEILING EQUIPMENT.

13. SEE PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS

FOR LOCATION OF AIR TERMINALS AND LIGHT FIXTURES IN ALL CEILING AREAS.

14. TYPICAL CEILING HEIGHT SHALL BE 9'-0" AFF, UNLESS NOTED OTHERWISE.

15. REFER TO MEP DRAWINGS FOR SCOPE OF WORK IN EXISTING BREAKROOMS,

ELECTRICAL, MECHANICAL, RESTROOMS AND TELECOMM/IT ROOMS.

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

1/8" = 1'-0"

A-105

02/19/24

GMPA J.M., D.G.

M.C., J.K.

R E

F L

E C

T E

D C

E I L

I N

G P

L A

N

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

REFLECTED CEILING PLAN 0 8'4' 16' N

DASHED LINES INDICATE LIMITS OF EXISTING

CONCRETE VAULT. COORDINATION BETWEEN

DISCIPLINES SHALL BE OF UTMOST IMPORTANCE TO

THE SUCCESS OF WORK IN THIS AREA.

A d d e n d u m

/2

/2

FINISH FLOOR

0' - 0"

LINTEL LEVEL

8' - 0"

1 2 3 4 5 6 7 8 10 11 12 13 149

A-301

A-301

A-301

A-202

75 7

4 4

5 5

12.711.710.3

BOTTOM OF

SCUPPERS

12' - 4"

TOP OF PARAPET

14' - 9"

10.2

FINISH FLOOR

0' - 0"

LINTEL LEVEL

8' - 0"

123456781011121314 9

A-301

A-301

4 4 4 4

12.7 11.7 10.3

TOP OF NEW

CMU WALL

14' - 4"

14 16 16

TOP OF PARAPET

14' - 9"

10.2

FINISH FLOOR

0' - 0"

A Bx C F K LEB D J

A-301

4 48

H

TOP OF NEW

CMU WALL

14' - 4"

BOTTOM OF

SCUPPERS

12' - 4"

TOP OF PARAPET

14' - 9"

FINISH FLOOR

0' - 0"

LINTEL LEVEL

8' - 0"

ABxCFKL E BDJ

A-301

A-301 H

TOP OF NEW

CMU WALL

14' - 4"

BOTTOM OF

SCUPPERS

12' - 4"

13 16

TOP OF PARAPET

14' - 9"

ELEVATION KEYNOTES:

1. NEW ROOF SYSTEM.

2. EXISTING STANDING SEAM METAL ROOF TO

REMAIN.

3. EXISTING BRICK WALL TO REMAIN.

4. EXISTING ALUMINUM WINDOWS AND

STOREFRONT SYSTEM TO REMAIN.

5. NEW METAL DOWNSPOUTS TO MATCH

EXISTING.

6. (keynote not used)

7. NEW OVERFLOW SCUPPER.

8. SALVAGED WINDOWS FROM EXISTING

EAST FACADE.

9. EXISTING AC VENTS TO REMAIN.

10. VERTICAL CONSTRUCTION JOINT.

11. NEW BUILDING ADDITION.

12. NEW METAL COPING.

13. NEW BRICK WALL TO MATCH EXISTING.

14. NEW HOLLOW METAL DOOR AND FRAME.

15. NEW ROLL UP SHUTTER DOOR AND FRAME.

16. EXISTING DOORS TO REMAIN.

EXISTING BUILDING TO REMAIN

ELEVATION LEGEND:

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

1/8" = 1'-0"

A-201

02/19/24

GMPA J.M., D.G.

M.C., J.K.

E X

T E

R I O

R E

L E

V A

T I O

N S

SCALE: 1/8" = 1'-0"4

EAST ELEVATION

SCALE: 1/8" = 1'-0"3

WEST ELEVATION

SCALE: 1/8" = 1'-0"2

SOUTH ELEVATION

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

NORTH ELEVATION 0 8'4' 16'0 8'4' 16'

0 8'4' 16'

0 8'4' 16'

A d d e n d u m

/2

/2

TOP OF STEEL

@ HIGH PT.

13' - 0 5/8"

A E

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

2547 SF

OPEN OFFICE

120 SF

OFFICE

302 SF

CORRIDOR

117 SF

SUPPORT STAFF

TOP OF STEEL @

LOW PT.

11' - 10"

TOP OF SLAB

AT RM 153

RAISED FLOOR

-2' - 0"

A-302

2 Sim

1163 SF

BASE DATA

CENTER

A-502

H

TOP OF NEW

CMU WALL

14' - 4"

BOTTOM

OF CLNG.

9' - 11"

7 7

TOP OF PARAPET

14' - 9"

CEILING

9' - 0"

EXISTING VAULT

458.42" =

NEW

ADDITION

EXISTING

BUILDING

CONC. PAD

FINISH FLOOR

0' - 0"

A Bx C F K LEB D J

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

CASE MANAGER'S

OFFICE

CORRIDOR

MEDICAL BREAK

ROOM

OPTOMETRY

CORRIDOR

EXISTING

SEL OFFICE

H

CEILING

9' - 0"

458.42" =

FINISH FLOOR

0' - 0"

TOP OF STEEL

14' - 3 1/2"

1 2 3 4 5 6 10 11 12 13 149

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

2547 SF

OPEN OFFICE

2547 SF

OPEN OFFICE

2547 SF

OPEN OFFICE

377 SF

NURSE'S OFFICE

1278 SF

CORRIDOR

123 SF

CSS

85 SF

COMMS CLOSET

1278 SF

CORRIDOR

122 SF

OPTOMETRIST

TECH

127 124 SF

RECEPTION

1278 SF

CORRIDOR

100 SF

WAITING LOBBY

2547 SF

OPEN OFFICE

EXISTING EXISTING

12.711.710.3

10.2

CEILING

9' - 0"

458.42" =

FINISH FLOOR

0' - 0"

A Bx C F KEB D J

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

EXISTING MECH.

EXISTING

ENTRY CORRIDOR

H

CEILING

9' - 0"

458.42" =

SECTION KEYNOTES:

1. NEW ROOFING.

2. EXISTING STANDING SEAM METAL

ROOF TO REMAIN.

3. EXISTING BRICK WALL TO REMAIN.

4. EXISTING ALUMINUM WINDOWS AND

STOREFRONT SYSTEM TO REMAIN.

5. NEW METAL DOWNSPOUTS TO MATCH

EXISTING.

6. NEW ROOF CRICKET (TYP.).

7. NEW SUSPENDED CEILING SYSTEM.

8. NEW ROOF HATCH.

FINISH FLOOR

0' - 0"

10 11 12 13 14

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

TOP OF SLAB

AT RM 153

RAISED FLOOR

-2' - 0"

TOP SLAB AT

RM 154 FLOOR

-0' - 8"

1163 SF

BASE DATA CENTER

734 SF

SERVER WORKSPACE

12.711.710.3

COMM STORAGE

TOP OF NEW

CMU WALL

14' - 4"

BOTTOM

OF CLNG.

9' - 11"

A-504

TOP OF PARAPET

14' - 9"

10.2

CEILING

9' - 0"

458.42" =

2% SLOPE

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

1/8" = 1'-0"

A-301

02/19/24

GMPA J.M., D.G.

M.C., J.K.

B U

I L

D I N

G S

E C

T I O

N S

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

BUILDING SECTION 1

SCALE: 1/8" = 1'-0"5

BUILDING SECTION 5

SCALE: 1/8" = 1'-0"3

BUILDING SECTION 3

SCALE: 1/8" = 1'-0"4

BUILDING SECTION 40 8' 16' 24'

0 8' 16' 24'

0 8' 16' 24'

0 8' 16' 24'

SCALE: 1/8" = 1'-0"2

BUILDING SECTION 2 0 8' 16' 24'

A d d e n d u m

/2

/2

LINTEL LEVEL

8' - 0" slope

NEW CEILING IN NEW

ADDITION

EXISTING ROOF FRAME

EXISTING ROOF DECK

EXISTING INSULATION

(REMOVE & REPLACE WHEN

NECESSARY TO INSTALL NEW

M.E.P. COMPONENTS TYP.)

EXISTING METAL STUD

WALL FRAMING

NEW WALL FINISH

NEW GWB

NEW MINERAL WOOL USED FOR

SOUND INSULATION, MIN. STC 57

INFILL FRAMING AT

EXISTING STUDS

ALIGN WALL FURRING W. INFILL

METAL STUD FRAMING

RAISED ACCESS FLOORING.

24" SQUARE WELDED STEEL

PANELS, FILLED INTERNALLY

WITH CEMENTITOUS

MATERIAL.

NEW GWB

CORRUGATED METAL DECK

PER STRUCTURAL

GIRDER, PER STRUCTURAL

LINE OF STRUCTURAL COLUMN

BEYOND PER STRUCTURAL

TOP OF SLAB

AT RM 153

RAISED FLOOR

-2' - 0"

BEAM, PER STRUCTURAL

BASE DATA

CENTER

OPEN OFFICE

H.1H

BOTTOM

OF CLNG.

9' - 11"

TOP OF PARAPET

14' - 9"

ACOUSTIC SEALANT

ACOUSTIC

SEALANT

GWB

2 1/2" SPRAY FOAM INSUL.

VERTICAL FACE. 21/2" FROM

FACE OF BOTTOM RIB

STC 55 EXISTING

WALL INFILL

PARAPET BEYOND

STEEL BEAM. REFER TO

STRUCTURAL

FINISH FLOOR

0' - 0"

LINTEL LEVEL

8' - 0"

COVER BOARD FULLY ADHERED

TO POLYISO INSULATION

INSULATION IN 2 LAYERS; 2 1/2" BASE LAYER

FULLY ADHERED TO METAL DECK & 2 1/2"

LAYER FULLY ADHERED TO BASE LAYER

slope

CONTINUOUS SS EDGE STRIP

NAILED @ 3" O.C.

CORRUGATED METAL DECK

PER STRUCTURAL

GIRDER PER STRUCTURAL

LINE OF STRUCTURAL

COLUMN BEYOND PER

STRUCTURAL

BASE ROOF MEMBRANE

TURNED DOWN INTO

EXPANSION CAVITY

CUT TOP EDGE OF 2"X8"

NAILER, 10 DEGREE TO SLOPE

2" BLOCKING EDGE NAILER

FIRE SAFING

3 LAYER SBS MODIFIED BITUMEN

ROOF MEMBRANE

EXISTING BRICK FACING OVER

METAL STUD WALL

EXISTING METAL STUD WALL

FRAMING AT WINDOW OPENING

FLOOR FINISH AND RUBBER

BASE AS SCHEDULED

EXISTING SLAB ON GRADE

WITH THICKENED EDGE

WATER PROOF

MEMBRANE DAMP PROOF

RAISED ACCESS FLOORING. 24"

SQUARE WELDED STEEL PANELS,

FILLED INTERNALLY WITH

CEMENTITOUS MATERIAL.

NEW CONCRETE SLAB

PER STRUCTURAL

EXISTING GRADE BEAM

TOP OF SLAB

AT RM 153

RAISED FLOOR

-2' - 0"

EXISTING BRICK SOLDIER

COURSE BELOW FINISHED

FLOOR LEVEL

BEAM PER STRUCTURAL

BASE DATA

CENTER

OPEN OFFICE

H.1H

BOTTOM

OF CLNG.

9' - 11"

FASCIA SOFFIT CLOSURE

2" EXPANSION JOINT

ROOF EXPANSION JOINT COVER.

FACTORY FABRICATED ROOF

JOINT CLOSURE FIELD WELDED

TO CREATE A SEAMLESS AND

WATERTIGHT TRANSITION DOWN

THE EXTERIOR WALL AS SHOWN.

SILICONE-COATED

PRECOMPRESSED PRIMARY

SEAL

MINERAL WOOL INSUL.

PROFILE-CUT FLUTE FILLER

TOP OF PARAPET

14' - 9"

ACOUSTIC SEALANT

NEW COLUMN BEYOND

LINE OF NEW COLUMN

SURROUND BEYOND

2 1/2" SPRAY FOAM INSUL.

VERTICAL FACE. 21/2" FROM

FACE OF BOTTOM RIB.

STC 55 EXISTING

WALL

PROVIDE ACOUSTIC SEALANT

WHERE COLUMN PENETRATES

GYPSUM BAORDS

STOP COLUMN WRAP AT

GIRDER GWB

STEEL BEAM. REFER TO

STRUCTURAL

PARAPET BEYOND

FINISH FLOOR

0' - 0"

TOP OF STEEL

@ HIGH PT.

13' - 0 5/8"

LINTEL LEVEL

8' - 0"

OPEN OFFICE

151 VESTIBULE

RAISED ACCESS

FLOORING. 24" SQUARE

WELDED STEEL PANELS,

FILLED INTERNALLY WITH

CEMENTITOUS MATERIAL.

H.1H

A-502 slope

ACOUSTIC SEALANT

INSULATED HOLLOW

METAL FRAME

EXISTING FRAMING AND

INSULATION

NEW GWB, LEVEL 4 FINISH

EXISTING GUTTER - PATCH

DOWNSPOUT OPENINGS AS

REQUIRED TO RELOCATE NEW

DOWNSPOUTS TO GUTTER ENDS

TOP OF PARAPET

14' - 9"

STC 50 RATED DOOR

EXPANSION JOINT

2" COMPACTED

SAND BASEJOINT CLOSURE

FLANGED JOINT

SEALING FLEXIBLE

WATER STOP

CEMENTITIOUS

WATERPROOF

COATING

4" COMPACTED

GRAVEL BASE

MOISTURE

RETARDER, TYPICAL.

PARAPET BEYOND

EXISTING STEEL ANGLE

SHELF TO REMAIN

NEW STEEL ANGLE SHELF

CEILING

9' - 0"

STEEL BEAM. REFER TO

STRUCTURAL.

RESILIENT ISOLATION

CLIPS SPACED AT A MAX

OF 24" O.C. (TYP.)

EXISTING BUILDING TO

REMAIN.

GENERAL CONTRACTOR TO PROTECT

BENTONITE STRIP FROM WATER EXPOSURE

UNTIL CONCRETE SLAB IS CAST-IN-PLACE.

NOTE:

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-302

02/19/24

GMPA J.M., D.G.

M.C., J.K.

W A

L L

S E

C T

I O

N S

0 1'0.5' 2'

SCALE: 1" = 1'-0"1

WALL SECTION

SCALE: 1" = 1'-0"2

WALL SECTION 0 1'0.5' 2'

SCALE: 1" = 1'-0"3

WALL SECTION 0 1'0.5' 2'

A d d e n d u m

/1

/2

A d d e n d u m

/2

/2

4 4

4 4

LINTEL LEVEL

8' - 0"

3" CAVITY

FACE BRICK VENEER TO MATCH

EXISTING IN COLOR & TEXTURE &

LOCATION

CONCRETE SLAB REFER TO

STRUCTURAL DRAWINGS.

LIQUID APPLIED PERMEABLE

VAPOR BARRIER / WATER

BARRIER ON CMU

0.051" ALUMINIUM COPING CAP

TO MATCH EXISTING IN COLOR

CAP RECIEVER

CAP FLASHING

CMU PER STRUCTURAL

CONCRETE LINTEL

PER STRUCTURAL

PAINTED CMU BLOCK

ADJUSTIBLE METAL BRICK

TIES AT 16" O.C. VERTICALLY

FLASHING MEMBRANE

11/2" RIGID INSULATION

1" MIN. CONTINUOUS AIR GAP

BEHIND BRICK

3/8" FULL HEIGHT & WIDTH FACED

FIBER DRAINAGE MAT

3 LAYER SBS MODIFIED

BITUMEN ROOF MEMBRANE

COVER BOARD FULLY

ADHERED TO RCC ROOF

R-30 RIGID INSULATION IN 2 LAYERS; 2 1/2" BASE

LAYER FULLY ADHERED TO METAL DECK & 2 1/2"

LAYER FULLY ADHERED TO BASE LAYER

slope

CORRUGATED METAL DECK

PER STRUCTURAL

BRICK SOLDIER COURSE TO

MATCH EXISTING

FINISHED GRADE

A-502

3/4" WATER RESISTANT PRESSURE

TREATED PLYWOOD, TYP.

2"X6" WATER RESISTANT PRESSURE

TREATED STUDS FASTENED TO PLYWOOD

WITH 2 ROWS OF SS NAILS AT 16" O.C.

STAAGGERED, TYP.

FACE BRICK SOLDIER COURSE

TO MATCH EXISTING

26 GA SS THROUGH

WALL FLASHING

BACKER ROD AND

SEALANT

FIBER MESH TO COLLECT

MORTAR DROPPING

1" X 4' FORMED POLYSTYRENE

PERIMETER INSULATION, TO

MATCH EXISTING

A-502

CONCRETE BEAM REFER TO

STRUCTURAL DRAWINGS.

TOP OF STEEL @

LOW PT.

11' - 10"

BUILDING

EXTERIOR

TOP OF NEW

CMU WALL

14' - 4"

COMM STORAGE

INSULATED 4" METAL

FRAME

TOP OF PARAPET

14' - 9"

BASE BOARD AND WATER

PROOFING

MOISTURE BARRIER

MORTAR LEDGE

MORTAR BACK FILL

STEEL BEAM. REFER TO

STRUCTURAL.

FINISH FLOOR

0' - 0"

A-502

CONCRETE SLAB REFER TO

STRUCTURAL DRAWINGS.

CMU LINTEL PER

STRUCTURAL

METAL DOOR

TRACK BEYOND

PAINTED CMU BLOCK

CORRUGATED METAL DECK PER

STRUCTURAL

FINISHED GRADE

FACE BRICK SOLDIER COURSE

TO MATCH EXISTING

NEW CMU LINTEL, PER

STRUCTURAL

1" X 4' FORMED POLYSTYRENE

PERIMETER INSULATION, TO

MATCH EXISTING

4" COMPACTED GRAVEL BASE

CONCRETE BEAM REFER TO

STRUCTURAL DRAWINGS.

TOP OF STEEL @

LOW PT.

11' - 10"

SHELF ANGLE BOLTED TO LINTEL

THROUGH CMU WITH CONCRETE

ANCHOR

SECTIONAL INSULATED

OVERHEAD DOOR

slope

COMM STORAGE

BUILDING

EXTERIOR

TOP OF NEW

CMU WALL

14' - 4"

NEW ROLLLING

SHUTTER DOOR DRUM

TOP OF PARAPET

14' - 9"

15 MIL MOISTURE

RETARDER, TYP.

2" COMPACTED SAND BASE

FINISH FLOOR

0' - 0"

LINTEL LEVEL

8' - 0"

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

FIBER MESH TO COLLECT

MORTAR DROPPING

MEMBRANE FLASHING

WEEP HOLES 24" O.C.

GALVANIZED THRU WALL

FLASHING

slope

A-502

TOP OF STEEL @

LOW PT.

11' - 10"

FACE BRICK VENEER TO MATCH

EXISTING IN COLOR & TEXTURE

LIQUID APPLIED PERMEABLE VAPOR

BARRIER / WATER BARRIER ON CMU

CMU PER STRUCTURAL

1 1/2" RIGID INSULATION

1" MIN. CONTINUOUS AIR GAP

BEHIND BRICK

3/8" FULL HEIGHT & WIDTH FACED

FIBER DRAINAGE MAT

FACE BRICK SOLDIER COURSE

TO MATCH EXISTING

0.025" ALUMINIUM LEADER HEAD,

COLOR TO MATCH EXISTING GUTTER

OPENING IN LEADER HEAD TO MATCH

THAT IN EXISTING LEADER HEAD IN

SIZE, SHAPE AND CONSTRUCTION

LOCKED, SEALED CONNECTION, TYP.

SUPPORT STRAP MAX 2, 0" FROM

CONNECTION AND 10' 0" MAX

BETWEEN SUPPORT STRAPS

BRICK SOLDIER COURSE BELOW

FINISHED FLOOR LEVEL, TO

MATCH THE EXISTING

RAISED ACCESS FLOORING. 24" SQUARE

WELDED STEEL PANELS, FILLED

INTERNALLY WITH CEMENTITOUS

MATERIAL.

NEW CONCRETE SLAB PER

STRUCTURAL

EXISTING GRADE BEAM

SERVER

WORKSPACE

TOP SLAB AT

RM 154 FLOOR

-0' - 8"

BUILDING

EXTERIOR

DRILLED PIER, PER

STRUCTURAL

TOP OF NEW

CMU WALL

14' - 4"

BOTTOM

OF CLNG.

9' - 11"

BOTTOM OF

SCUPPERS

12' - 4"

TOP OF PARAPET

14' - 9"

WATER PROOF

COATING, TYP.

BRICK RUNNING BOND TO

MATCH EXISTING

ADJUSTIBLE BRICK TIES

CEILING

9' - 0"

THROUGH WALL FLASHING.

PROVIDE WEEPS AT MAX. 24"

O.C.

BRICK LEDGER ANGLE PER

STRUCTURAL

2 LAYERS 5/8" GWB

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

1" = 1'-0"

A-303

02/19/24

GMPA J.M., D.G.

M.C., J.K.

E X

T E

R I O

R W

A L

L S

E C

T I O

N S

SCALE: 1" = 1'-0"5

WALL SECTION 0 1'0.5' 2'0 1'0.5' 2'

SCALE: 1" = 1'-0"4

WALL SECTION 0 1'0.5' 2'

SCALE: 1" = 1'-0"6

WALL SECTION

A d d e n d u m

/1

/2

A d d e n d u m

/2

/2

44 4

TOP OF SLAB

AT RM 153

RAISED FLOOR

-2' - 0"

BASE DATA

CENTER

COMM STORAGE

12.7

BOTTOM

OF CLNG.

9' - 11"

CMU BLOCK GROUTED

SOLID

5/8" GWB

2 1/2" GALV. METAL

STUD WALL

3 1/2" MINERAL WOOL

INSULATION

MINERAL WOOL INSULATION

BETWEEN METAL DECK FLUTES.

SEAL BOTH ENDS WITH 1/2" SMOKE

ACOUSTIC SEALANT

R-22 RIGID INSULATION IN 2 LAYERS; 2 1/2"

BASE LAYER FULLY ADHERED TO

CONCRETE DECK & 2 1/2" LAYER FULLY

ADHERED TO BASE LAYER

RAISED ACCESS

FLOORING. 24" SQUARE

WELDED STEEL PANELS,

FILLED INTERNALLY WITH

CEMENTITOUS MATERIAL.

NEW CONCRETE SLAB PER

STRUCTURAL

EXISTING GRADE BEAM

1" X 4' FORMED

POLYSTYRENE PERIMETER

INSULATION, TO MATCH

EXISTING

CONTINUOUS SS EDGE

STRIP

NEW ROOF FASCIA

CLOSURE BEYOND

EXISTING ROOF

GUTTER BEYOND

FULLY BED FIRST ROW

ACOUSTIC SEALANT

2 LAYERS OF 5/8" GWB ON

METAL STUD FRAMING

ACOUSTIC SEALANT

COMPRESSIBLE FILLER MATERIAL

BETWEEN STEEL BEAM AND CMU

ACOUSTIC SEALANT

ALIGN EDGE OF CMU WALL

TO STEEL BEAM FLANGE

ACOUSTIC SEALANT

SPRAY FOAM INSULATION W/

INTUMESCENT PAINT COVER

1/4" RUBBER

ACOUSTIC SPACER

3 5/8" METAL STUD PLATE

ATTACHED TO EACH

VERTICAL STUD W/ 2-2 1/4"

OVAL HEAD SCREWS

WALL BRACE PER

STRUCTURAL

2 1/2" MINERAL

WOOL INSULATION

2 1/2" MINERAL WOOL

INSULATION

2" COMPACTED

SAND BASE

4" COMPACTED

GRAVEL BASE

15 MIL MOISTURE BARRIER

PVC WATERSTOP

COMPACTED FILL

2 LAYERS 5/8" GWB

FINISH FLOOR

0' - 0"

LINTEL LEVEL

8' - 0"

FINISH GRADE @

FACE OF BLDG.

-0' - 5"

EXISTING ROOF

FRAME

EXISTING ROOF

DECK

EXISTING STRUCTURAL

COLUMN

NEW COLUMN

SURROUND

NEW CEILING AS

SCHEDULED

EXISTING METAL STUD

WALL FRAMING

EXISTING GRADE BEAM

EXISTING CONCRETE SLAB ON

GRADE WITH THICKENED

EDGE EXISTING BRICK SOLDIER

COURSE BELOW FINISHED

FLOOR LEVEL

FLOOR FINISH AND RUBBER

BASE AS SCHEDULED

NEW DRY WALL

SALVAGED EXISTING

WINDOW FROM EAST

FACADE

NEW SILL TO MATCH

EXISTING

MINERAL WOOL

INSULATION R19.

1/2" PLYWOOD

SHEATHING

MOISTURE BARRIER

BACKER ROD AND SEALANT

RUN SILL PAN UNDERNEATH

BOTTOM PLATE AND

WINDOW SILL

1/4" SHIM

MINERAL WOOL

INSULATION

EXISTING LINTEL

BACKER ROD AND SEALANT

THROUGH FLASHING

THROUGH WEEP HOLES

EVERY 24" O.C.

BACKER ROD AND

SEALANT

LINE OF BRICK BEYOND

LINE OF DRYWALL

JAMB BEYOND

EXISTING HEADER

FULL TIME PROVIDER'S OFFICE

CORRUGATED METAL

PANEL AND ASSOCIATED

FRAME SALVAGED FROM

THE EAST FACADE

WINDOW SILL SALVAGED

FROM EAST FACADE WINDOW

ASSEMBLY

METAL SILL SALVAGED

FROM THE EAST FACADE

CEILING

9' - 0"

LINE OF FLOOR FINISH

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

1" = 1'-0"

A-304

02/19/24

GMPA J.M., D.G.

M.C., J.K.

W A

L L

S E

C T

I O

N S

SCALE: 1" = 1'-0"7

WALL SECTION 0 1'0.5' 2'

A d d e n d u m

/1

/2

A d d e n d u m

/2

/2

SCALE: 1" = 1'-0"1

WALL SECTION AT NEW WINDOW 0 1'0.5' 2'

A-405

A-404

UB

A-404

BE

P-2

PL-2

RB-2

PL-2

SS-1

DUST COVER

A-404

BA

UB UB UB

A-404

P-2

PL-2

PL-2PL-2PL-2

SS-1

DUST COVER

A-404

A-404

UB UB

UB

A-405

SIM

BD

P-2

PL-2

RB-2

PL-2PL-2PL-2

SS-1

DUST COVER

A-404

UB UB UB

BCBC

A-404

A-404

A-405

BE

P-2

PL-2

RB-2

PL-2PL-2PL-2

PL-2

SS-1

DUST COVER

A-401 13

8' - 4"

1' - 0" 2' - 3" 1' - 0" 2' - 1" 2' - 0"

THREE 2"

GROMMETS

3"

E Q

E Q

A-401

2' - 2" 2' - 2" 2' - 2" 3' - 0"

OPTOMETRIST

TECH

2' - 10"

6' - 6"

EQ EQ

4"

THREE 2"

GROMMETS

A-4016

EXAM ROOM 2

E Q

E Q

3"

THREE 2"

GROMMETS

1' - 4" 1' - 1"

2' - 4"

A-4012

A-401 3

IMMUNIZATIONS &

LAB OFFICE

2' - 5"

1' - 10"

1' - 9"

3"

3"

THREE 2"

GROMMETS

THREE 2"

GROMMETS

BC BA BC BA

"2

A-404

A-404

P-2

PL-2 PL-2PL-2 PL-2

SS-1

DUST COVER

UB

BC BA BA BA

UB

A-4047

A-404

A-404

W

P-2

PL-2

RB-2

PL-2PL-2

PL-2PL-2

PL-2PL-2

SS-1

DUST COVER

A-404

A-404

BA BA BC

A-405

SIM

P-2

PL-2

RB-2

PL-2

PL-2

PL-2

PL-2

PL-2

SS-1

A-401

2' - 9" 2' - 9" 1' - 9"

7' - 2"

10"

A-404

BA BA

A-405

SIM P-2

PL-2PL-2

PL-2

PL-2

PL-2

SS-1

M

IN

MIN

2' - 6"

4' - 4"

MIN.

8"

MAX

6"

M

IN

M A

X

5" MAX. 15" MIN.

INTERIOR ELEVATION

GENERAL NOTES:

1. ALL ROOMS TO RECEIVE NEW FINISHES, U.O.N.

REFER TO FINISH SCHEDULED ON SHEET A-602.

2. REFER TO SHEET A-601 FOR DOOR AND

HARDWARE SCHEDULES.

3. DOOR FRAME LOCATIONS: TYPICALLY, LOCATE

HINGE SIDE OF INTERIOR DOOR FRAME 4" CLEAR

FROM INTERSECTING WALL UNLESS NOTED

OTHERWISE. LOCATE DOOR TO PROVIDE 12"

CLEAR HORIZONTAL WALL DIMENSION ON PUSH

SIDE OF LATCH SIDE DOOR FRAME. LOCATE TO

PROVIDE 18" CLEAR HORIZONTAL WALL DIMENSION

ON PULL SIDE LATCH SIDE OF DOOR FRAME.

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-401

02/19/24

GMPA J.M., D.G.

M.C., J.K.

E N

L A

R G

E D

P L

A N

S A

N D

E L

E V

A T

I O

N S

SCALE: 3/8" = 1'-0"6

EXAM ROOM ELEVATION, TYP.

SCALE: 3/8" = 1'-0"13

OPTOMETRY ELEVATION

SCALE: 3/8" = 1'-0"11

OPTOMETERIST TECH ELEVATION

SCALE: 3/8" = 1'-0"2

IMMUNIZATION AND LAB OFFICE

INTERIOR ELEVATION

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

SCALE: 3/8" = 1'-0"12

OPTOMETRY PLAN

SCALE: 3/8" = 1'-0"10

OPTOMETERIST TECH PLAN

SCALE: 3/8" = 1'-0"5

EXAM ROOM PLAN AND ELEVATION, TYP.

SCALE: 3/8" = 1'-0"1

IMMUNIZATION AND LAB PLAN

SCALE: 3/8" = 1'-0"14

OPTOMETRY ELEVATION

SCALE: 3/8" = 1'-0"3

IMMUNIZATION AND LAB OFFICE

INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"8

MULTIMEDIA ROOM ELEVATION

SCALE: 3/8" = 1'-0"7

MULTIMEDIA ROOM PLAN

SCALE: 3/8" = 1'-0"9

MULTIMEDIA ROOM ELEVATION

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

SCALE: 3/4" = 1'-0"4

WATER FOUNTAIN 0 0.5' 1' 2' 3'

A d d e n d u m

/2

/2

4 4 4

4 4

A-404

BD BD

A-405

P-1

SS-1

PL-1PL-1

BDBC

W1

A-404

A-404

P-1

SS-1

PL-1

PL-1

A-404

A-404

UB UB

BD BC

A-404

P-1

PL-1

PL-1

PL-1PL-1

SS-1

DUST

COVER

A-405

A-405

SIM

P-1

PL-1

RB-1

PL-1

A-405

A-405

SIM

P-1

PL-1

RB-1

PL-1

COLUMN BEYOND

A-4029

A-40212

8"

2' - 6" 7' - 6"

10' - 0"

NEW WORKBENCH AREA

3"

THREE 2"

GROMMETS

THREE 2"

GROMMETS

A-405

A-405

A-4022

OPEN OFFICE

W1

2' - 0"

2' - 4" 2' - 11" 1' - 2"

6' - 5"

BDBC

A-404

A-404

P-1

PL-1

RB-1

PL-1

SS-1

A-402 6

A-4027

1' - 0"

2' - 10" 2' - 8" 4"

5' - 6"

RECEPTION

3"

GROMMETS BELOW

TRANSACTION COUNTER

3"

A-404

P-2

SS-1

SS-11

P-2

PL-2

PL-2

A-404

INTERIOR ELEVATION

GENERAL NOTES:

1. ALL ROOMS TO RECEIVE NEW

FINISHES, U.O.N. REFER TO FINISH

SCHEDULED ON SHEET A-602.

2. REFER TO SHEET A-601 FOR DOOR AND

HARDWARE SCHEDULES.

3. DOOR FRAME LOCATIONS: TYPICALLY,

LOCATE HINGE SIDE OF INTERIOR

DOOR FRAME 4" CLEAR FROM

INTERSECTING WALL UNLESS NOTED

OTHERWISE. LOCATE DOOR TO

PROVIDE 12" CLEAR HORIZONTAL WALL

DIMENSION ON PUSH SIDE OF LATCH

SIDE DOOR FRAME. LOCATE TO

PROVIDE 18" CLEAR HORIZONTAL WALL

DIMENSION ON PULL SIDE LATCH SIDE

OF DOOR FRAME.

A-40214

VITALS/EKG/PFT

2' - 4"

THREE 2"

GROMMETS

3"

UB

BE

P-2

RB-2

PL-2

SS-1

A-405

A-404

A-404

PL-2

DUST COVER

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-402

02/19/24

GMPA J.M., D.G.

M.C., J.K.

E N

L A

R G

E D

P L

A N

S A

N D

E L

E V

A T

I O

N S

SCALE: 3/8" = 1'-0"2

COMMUNICATION'S RECEPTION ELEVATION

SCALE: 3/8" = 1'-0"3

COMMUNICATION'S RECEPTION ELEVATION

SCALE: 3/8" = 1'-0"9

PRINTER AREA ELEVATION

SCALE: 3/8" = 1'-0"11

WORKBENCH AREA ELEVATION

SCALE: 3/8" = 1'-0"12

WORKBENCH AREA ELEVATION

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

SCALE: 3/8" = 1'-0"8

PRINTER AREA PLAN

SCALE: 3/8" = 1'-0"10

WORKBENCH AREA PLAN

SCALE: 3/8" = 1'-0"1

COMMUNICATION'S RECEPTION DESK PLAN

SCALE: 3/8" = 1'-0"4

COMMUNICATION'S RECEPTION ELEVATION

SCALE: 3/8" = 1'-0"5

MEDICAL RECEPTION DESK PLAN

SCALE: 3/8" = 1'-0"6

MEDICAL RECEPTION ELEVATION

SCALE: 3/8" = 1'-0"7

MEDICAL RECEPTION ELEVATION

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'

0 1' 2' 4' 6'0 1' 2' 4' 6'

0 1' 2' 4' 6'

A d d e n d u m

/2

/2

0 1' 2' 4' 6'

SCALE: 3/8" = 1'-0"13

VITALS / EKG / PFT ENLARGED PLAN

SCALE: 3/8" = 1'-0"14

VITALS / EKG / PFT ELEVATION

0 1' 2' 4' 6'

A-403

215 SF

MEDICAL BREAK

ROOM

2' - 2"

1' - 4"

2' - 3"

UB

BA

P-2

RB-2

SOFFIT

INTERIOR ELEVATION

GENERAL NOTES:

1. ALL ROOMS TO RECEIVE NEW FINISHES, U.O.N.

REFER TO FINISH SCHEDULED ON SHEET A-602.

2. REFER TO SHEET A-601 FOR DOOR AND

HARDWARE SCHEDULES.

3. DOOR FRAME LOCATIONS: TYPICALLY, LOCATE

HINGE SIDE OF INTERIOR DOOR FRAME 4" CLEAR

FROM INTERSECTING WALL UNLESS NOTED

OTHERWISE. LOCATE DOOR TO PROVIDE 12"

CLEAR HORIZONTAL WALL DIMENSION ON PUSH

SIDE OF LATCH SIDE DOOR FRAME. LOCATE TO

PROVIDE 18" CLEAR HORIZONTAL WALL DIMENSION

ON PULL SIDE LATCH SIDE OF DOOR FRAME.

INTERIOR ELEVATION KEYNOTES:

1. MOVABLE PARTITION WALL PANELS PER SPECIFICATIONS.

A-4033

392 SF

COMMS

BREAKROOM

141A

141C

2' - 2"

141B

A-504

121 2

P-2

RB-2

UB

UA

UB UB

BA

BE

BA

A-404

A-404

A-404

A-404

P-2

PL-2PL-2 PL-2

PL-2PL-2

SS-1

PL-2

PL-2

SOFFIT

UB

BC

BE

BA

UA

A-404

A-404

A-404

A-404

A-404

A-404

BC

UBUBUBUBUBUB

BABCBC

P-1

RB-1

PL-1 PL-1

PL-1PL-1PL-1PL-1PL-1PL-1PL-1

SS-1

PL-1PL-1PL-1PL-1

PL-1

141B

P-1

RB-1

1' - 5"

2' - 3"

141A

RB-1

141C

A-504

SOFFIT

A-504

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-403

02/19/24

GMPA J.M., D.G.

M.C., J.K.

E N

L A

R G

E D

B R

E A

K R

O O

M F

L O

O R

P L

A N

S

I N

T E

R I O

R

E L

E V

A T

I O

N S

SCALE: 1/4" = 1'-0"6

ENLARGED MEDICAL BREAKROOM PLAN

SCALE: 1/4" = 1'-0"9

MEDICAL BREAKROOM ELEVATION

SCALE: 1/4" = 1'-0"1

ENLARGED COMMS BREAKROOM PLAN

0 4'2' 8'

0 4'2' 8'

SCALE: 1/4" = 1'-0"7

MEDICAL BREAKROOM ELEVATION

SCALE: 1/4" = 1'-0"8

MEDICAL BREAKROOM ELEVATION

SCALE: 1/4" = 1'-0"3

COMMS BREAKROOM ELEVATION

SCALE: 1/4" = 1'-0"2

COMMS BREAKROOM ELEVATION

SCALE: 1/4" = 1'-0"4

COMMS BREAKROOM ELEVATION

0 4'2' 8'0 4'2' 8'0 4'2' 8'

0 4'2' 8' 0 4'2' 8' 0 4'2' 8'

SCALE: 1/4" = 1'-0"5

COMMS BREAKROOM ELEVATION

0 4'2' 8'

A d d e n d u m

/2

/2

BASE CABINET

UPPER CABINET

GWB SOFFIT

NOTE:

DO NOT CUT VERTICAL

STUD FLANGES

20 GA MIN. METAL STUD OR 18 GA SHEET

METAL, BLOCKING TYP. PLACED AS

REQUIRED TO ADEQUATELY SUPPORT WALL

MOUNTED FIXTURES, FITTINGS, OR

ELEMENTS

LINE OF CEILING

LINE OF STRUCTURE

STUD WALL AS

SCHEDULED

/2

SOLID SURFACE POLYMER

EDGE WITH BULLNOSE PROFILE

1/2" SOLID SURFACE POLYMER

COUNTERTOP

STUD WALL CONSTRUCTION

GWB SOFFIT SEE ELEV.

WOOD DOOR FACE TO

RECEIVE LAMINATE

FINISH

SOLID STAIN GRADE

WOOD ADJ. SHELF W/ 3/4"

PLYWOOD CORE

3/4" PLYWOOD

1"

GWB SOFFIT

WHERE

APPLICABLE.

REFER TO

ELEV.

SOLID WOOD

SCRIBE PAINTED TO

MATCH THE SOFFIT

ON 1X NAILER

TRIM HEAD SCREWS, FILL HOLE,

SANDED SMOOTH AND FINISH TO

MATCH CABINET; FASTENED TO 6" W X

16 GA. STEEL PLATE SECURED TO A

MIN. OF 3 STUDS WITH (2) #10 SELF-

TAPPING SCREWS AT EACH STUD

1' - 7"

1/4"

1/4"

1' - 4"

SOLID WOOD DRAWER FACE,

ALL EXP. EDGES AND

SURFACES TO RECEIVE

LAMINATE FINISH

SOLID SURFACE COUNTERTOP

MULTIPLE HOLE WITH METAL

PINS SHELF SUPPORT

SOLID WOOD ADJ. SHELF W/

3/4" PLYWOOD CORE

2X4 WOOD BLOCKING

RESILIENT WALL BASE AS

SCHEDULED

METAL DRAWER GUIDE

3/4" PLYWOOD

SOLID WOOD DOOR ALL EXP.

EDGES AND SURFACES TO

RECEIVE LAMINATE FINISH

STUD WALL CONSTRUCTION

R E

F E

R T

O E

L E

V A

T

IO

N S

/8

/2

2' - 0"

TRIM HEAD SCREWS, FILL HOLE,

SANDED SMOOTH AND FINISH TO

MATCH CABINET; FASTENED TO 6" W X

16 GA. STEEL PLATE SECURED TO A

MIN. OF 3 STUDS WITH (2) #10 SELF-

TAPPING SCREWS AT EACH STUD

1/4"

1/ 8"

SOLID SURFACE COUNTERTOP

STUD WALL CONSTRUCTION

R E

F E

R T

O E

L E

V A

T

IO

N S

2' - 0"

1/ 8"

1/ 8"

8" 3/

8"

STUD WALL CONSTRUCTION

GWB SOFFIT WHERE

APPLICABLE. REFER TO

ELEV. TRIM HEAD SCREWS, FILL HOLE,

SANDED SMOOTH AND FINISH TO

MATCH CABINET; FASTENED TO 6" W X

16 GA. STEEL PLATE SECURED TO A

MIN. OF 3 STUDS WITH (2) #10 SELF-

TAPPING SCREWS AT EACH STUD

WOOD DOOR FACE TO

RECEIVE LAMINATE

FINISH

3/4" PLYWOOD

1"

SOLID WOOD SCRIBE

PAINTED TO MATCH THE

SOFFIT ON 1X NAILER

1' - 7"

SOLID SURFACE

POLYMER WORK

SURFACE WITH

EASED EDGES

RESILIENT WALL BASE

AS SCHEDULED

A-404

METAL COUNTER

SUPPORT BRACKET

FLUSH MOUNTED TO

BLOCKING

(SIZE ACCORDING TO

MANUFACTURER'S

SIZING REQ'S)

CONTINUOUS

J-SHAPED

WIRE HANGER

2 X 2 CONTINUOUS

ANODIZED ALUM.

ANGLE

5"

SOLID SURFACE

TRANSACTION

BEYOND

PLASTIC LAMINATE ON

3/4" CORE

2' - 8"

4"

1'

1' - 0"

LINE OF

PLYWOOD

BEYOND KERFED

TO FIT BRACKET

3/16" CONCRETE SCREW

ANCHORS AT 16" O.C.

2 1/2" 16D OR WOOD

SCREW AT 16" O.C.

5"

SOLID SURFACE COUNTERTOP

W/ UNDERMOUNT SINK (REFER

TO PLUMBING)

30.00°

3/4" PLYWD TO RECEIVE LAMINATE

FINISH ON ALL EXPOSED EDGES

2x4 CONT.

2 CHROME SCREWS @ TOP & BOT. W/

THREADED INSERTS AT EA. 2x2

2x4 CONT. BOLTED TO WALL

MTL STUD BACKING IN WALL

2x2 AT EA. END AND AT EA. SIDE

OF DIVIDER PANELS

3/4" PLYWD. DIVIDERS

BETWEEN. EA. LAV. AND AT EA.

END- WOOD FACE AND EDGE AT

ALL EXPOSED SURFACES

3/4" PLYWD ACCESS PANELTO

RECEIVE LAMINATE FINISH

CONT. 2x4 LET-INTO PWD. DIVIDERS

BASE AS SCHEDULED

/2

2' - 0"

STUD WALL CONSTRUCTION

WOOD DOOR FACE TO

RECEIVE LAMINATE

FINISH

SOLID STAIN GRADE

WOOD ADJ. SHELF W/ 3/4"

PLYWOOD CORE

3/4" PLYWOOD

TRIM HEAD SCREWS, FILL HOLE,

SANDED SMOOTH AND FINISH TO

MATCH CABINET; FASTENED TO 6" W X

16 GA. STEEL PLATE SECURED TO A

MIN. OF 3 STUDS WITH (2) #10 SELF-

TAPPING SCREWS AT EACH STUD

1/4"

1/4"

1' - 4"

30.00°

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-404

02/19/24

GMPA J.M., D.G.

M.C., J.K.

M I L

L W

O R

K D

E T

A I L

S

SCALE: 1/2" = 1'-0"9

CABINET DETAIL WITH STUD WALL

SCALE: 6" = 1'-0"7

COUNTER TOP EDGE DETAIL

SCALE: 1 1/2" = 1'-0"4

TYP UPPER CABINET

SCALE: 1 1/2" = 1'-0"3

TYP BASE CABINET

0 2'1' 4'

0 0.0625'0.125' 0.25' 0.375'

0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"2

TYP BASE CABINET - DRAWERS 0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"8

TYP UPPER CABINET 0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"6

RECEPTION DESK 0 0.25' 0.5' 1' 1.5'

SCALE: 1 1/2" = 1'-0"1

TYPICAL SINK WITHOUT CABINET

A d d e n d u m

/1

/2

A d d e n d u m

/2

/2

4 4

SCALE: 1 1/2" = 1'-0"10

UPPER CABINETS - DUST COVER (TYP.)

0 0.25' 0.5' 1' 1.5'

SOLID SURFACE POLYMER

COUNTERTOP WITH SOLID

SURFACE BACKSPLASH

RESILIENT WALL BASE

AS SCHEDULED

A-404

STUD WALL CONSTRUCTION

R E

F E

R T

O E

L E

V A

T

IO

N S

COUNTERTOP DEPTH

METAL COUNTER SUPPORT

BRACKET FLUSH MOUNTED

INSTALLATION

PENCIL DRAWER

INSTALLED BELOW

COUNTER

PROVIDE 18 GA. STEEL STUDS

WITH CONTINUOUS BLOCKING @

EACH BRACKET. SECURE WITH 3

MIN. CARRIAGE BOLTS OR

SCREWS PER BRACKET.

BRACKET SPACING 48" MAX.

CONTINUOUS J-SHAPED

WIRE HANGER

3" GROMMET (1) PER

MONITOR LOCATION AND

(1) AT RETURN

2 X 2 CONTINUOUS

ANODIZED ALUMINUM

ANGLE

METAL COUNTER SUPPORT BRACKETS:

• 12" X9" SURFACE MOUNTED HEAVY-DUTY ALUMINUM

BRACKETS(2"X2" T-PROFILE) FOR USE ON COUNTERS

UP TO 13" D

• 12" X12" SURFACE MOUNTED HEAVY-DUTY ALUMINUM

BRACKETS(2"X2" T-PROFILE) FOR USE ON COUNTERS

UP TO 18" D

• 18" X18" SURFACE MOUNTED HEAVY-DUTY ALUMINUM

BRACKETS(2"X2" T-PROFILE) FOR USE ON COUNTERS

UP TO 25" D

• 18" X 24" SURFACE MOUNTED HEAVY-DUTY ALUMINUM

BRACKETS(2"X3" T-PROFILE) FOR USE ON COUNTERS

UP TO 30" D

MINIMUM 3/4" THICK

WOOD SHELF

STUD WALL

CONSTRUCTION

VARIES

x" L x 2.5" W x 10" H

HEAVY DUTY BLACK

COATED METAL

BRACKET

1"

HOLD METAL BRACKET

BACK FROM EDGE OF

SHELF 1" MIN.

18GA MTL. STUD 0R

16GA MTL. PLATE

BACKER @ WALL

MOUNTED ELEMENTS

UPPER CABINETS

DOOR

FRONT

BASE CABINETS

BA

UB

UA

DOORS BASE CABINET

3/4" = 1' - 0"

3/4" = 1' - 0"

REFER TO INTERIOR ELEVATIONS FOR SIZING

2' - 0" TO 3' - 0"

"3' - 0"

REFER TO INTERIOR ELEVATIONS FOR SIZING

2' - 0" TO 3' - 0"

DRAWERS

BC

R E

F E

R T

O I N

T E

R

IO

R E

L E

V A

T

IO

N S

F O

R S

IZ

IN

G

REFER TO INTERIOR ELEVATIONS FOR SIZING

1' - 0" TO 3' - 0"

REFER TO INTERIOR ELEVATIONS FOR SIZING

2' - 0" TO 3' - 0"

DOORS BASE CABINET

BD

2' - 6" TO 6' - 6"

SINK WITHOUT

CABINET

BE

A-404

A-404

A-404

A-404

A-404

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L it tl e R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N T

R A

C T

H O

L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

As indicated

A-405

02/19/24

GMPA J.M., D.G.

M.C., J.K.

M I L

L W

O R

K D

E T

A I L

S

SCALE: 1 1/2" = 1'-0"1

WALL-MOUNTED COUNTERTOP WITH RECESSED BRACKET

0 0.25' 0.5' 1' 1.5'

SCALE: 3" = 1'-0"2

WALL MOUNTED SHELF

0 0.125' 0.25' 0.5' 0.75'

SCALE: 3/4" = 1'-0"3

CABINET TYPES 0 0.25' 0.5' 1' 1.5'

A d d e n d u m

/1

/2

A d d e n d u m

/2

/2

SUPPORT BRACKET DIAGRAMS

FINISH AS PER SCHEDULE

BASE

PLAN

HEAD

BUILDING

(INTERIOR)

3 5/8" GALV. METAL RUNNER

(20 GA) W/ 1 1/4" FLANGE. PROVIDE 1"

MIN. SELF TAPPING/SELF DRILLING

FASTENERS AT 24" O.C. MAX.

ONE LAYER OF 5/8" GWB TYPE "X"

EACH SIDE

ONE LAYER OF 5/8" GWB TYPE "X"

3-5/8" GALV. METAL STUDS

AT 16" O.C. (20 GA)

BUILDING

(INTERIOR)

FINISH AS PER SCHEDULE

SCHEDULED BASE

REFER TO FINISH SCHEDULE

SCHEDULED FLOOR FINISH, TYP.

REFER TO FINISH SCHEDULE

3 1/2" THICK GLASSFIBER

BATT INSULATION

CEILING PER SCHEDULE (TYP.)

CONC. SLAB

UNDERSIDE OF

SLAB

CONT. ACOUSTICAL

SEALANT EA. SIDE TYP.

CONT. ACOUSTICAL SEALANT EA. SIDE TYP.

3 5/8" GALV. METAL RUNNER

(20 GA) W/ 1 1/4" FLANGE. PROVIDE

1" MIN. SELF TAPPING/SELF DRILLING

FASTENERS AT 24" O.C. MAX.

8" CMU WALL W/FLUID APPLIED VAPOR

RETARDER AND MORTAR TOOL (ALL

EXPOSED JOINTS). REFER TO

STRUCTURAL FOR REINFORCING

BASE

PLAN

BUILDING

(EXTERIOR)

HEAD

BUILDING

(INTERIOR)

UNDERSIDE OF STRUCTURE. REFER TO

STRUCTURAL DWGS FOR ADDITIONAL

INFORMATION.

MORTAR (TOOL ALL

EXPOSED JOINTS)

NOMINAL 8" CMU WALL. REFER

TO STRUCTURAL FOR SOLID

GROUTED WALL LOCATIONS

CONC. SLAB

FLUID APPLIED WATER

PROOFING

5/8" GYP. BOARD ON 1 1/2"

METAL STUDS

CEILING PER SCHEDULE (TYP.) REFER

TO RCP FOR CEILING HEIGHT

1 1/2" RIGID INSULATION R=10

NOMINAL 4" BRICK VENEER

BASE AS PER FINISH SCHEDULE

(TYP.)

FLOOR FINISH, REFER TO FINISH

SCHEDULE

5/8" GYP. BOARD ON 1 1/2"

METAL CHANNEL

LIQUID APPLIED PERMEABLE

VAPOR BARRIER / WATER

BARRIER ON CMU

ADJUSTIBLE METAL BRICK

TIES AT 16" O.C. VERTICALLY

ACOUSTIC SEALANT

AT GWB

INSULATION

DRAINAGE MAT

CEILING PER SCHEDULE (TYP.)

WHERE APPLICABLE

BASE

PLAN

HEAD

ONE LAYER OF 5/8" GYP BOARD

TYPE " X"

BUILDING

(INTERIOR)

ONE LAYER OF 5/8" GYP BOARD TYPE " X"

ONE LAYER OF 5/8" GYP BOARD TYPE

" X"

CONT. ACOUSTICAL SEALANT

TYP.

SCHEDULED BASE WHERE

APPLICABLE (TYP).

UNDERSIDE OF

STRUCTURE

7/8" METAL FURRING STUDS

EXISTING COLUMN OR WALL

CEILING PER SCHEDULE (TYP.)

WHERE APPLICABLE

BASE

PLAN

HEAD

ONE LAYER OF 5/8" GYP BOARD.

BUILDING

(INTERIOR)

3-5/8" GALV. MET STUDS (20 GA)

@ 16" O.C. MAX

ONE LAYER OF 5/8" GYP BOARD

TOP OF STRUCTURE. REFER TO

STRUCTURAL DWGS.

ONE LAYER OF 5/8" GYP BOARD.

3-5/8" GALV. CHANNEL- SHAPED

MTL RUNNER

CONT. ACOUSTICAL SEALANT TYP.

CONT. ACOUSTICAL SEALANT

TYP.

3-5/8" GALV. CHANNEL- SHAPED

MTL CEILING RUNNER

SCHEDULED BASE WHERE

APPLICABLE (TYP).

UNDERSIDE OF

STRUCTURE

NEW MINERAL WOOL USED

FOR SOUND INSULATION,

MIN. STC 57

BASE

PLAN

BUILDING

(EXTERIOR)

HEAD

BUILDING

(INTERIOR)

MORTAR TOOL (AT ALL

EXPOSED JOINTS)

8" CMU WALL. REFER TO

STRUCTURAL FOR SOLID

GROUTED WALL LOCATIONS

1 1/2" RIGID INSULATION R=10

4" BRICK VENEER

LIQUID APPLIED PERMEABLE

VAPOR BARRIER / WATER

BARRIER ON CMU

8" CMU WALL W/FLUID APPLIED VAPOR

RETARDER AND MORTAR TOOL (ALL

EXPOSED JOINTS). REFER TO

STRUCTURAL FOR REINFORCING

UNDERSIDE OF STRUCTURE. REFER TO

STRUCTURAL DWGS FOR ADDITIONAL

INFORMATION.

CONC. SLAB

FLUID APPLIED WATER

PROOFING

CEILING PER SCHEDULE (TYP.) REFER

TO RCP FOR CEILING HEIGHT

FLOOR FINISH, REFER TO FINISH

SCHEDULE

ADJUSTIBLE METAL BRICK

TIES AT 16" O.C. VERTICALLY

DRAINAGE MAT

8" CMU WALL W/FLUID APPLIED VAPOR

RETARDER AND MORTAR TOOL (ALL

EXPOSED JOINTS). REFER TO

STRUCTURAL FOR REINFORCING

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE. REFER TO

STRUCTURAL DWGS FOR ADDITIONAL

INFORMATION.

NOMINAL 8" CMU WALL. REFER TO

STRUCTURAL FOR SOLID GROUTED

WALL LOCATIONS

CONC. SLAB

FLUID APPLIED WATER PROOFING

5/8" GYP. BOARD ON 1 1/2"

METAL STUDS

CEILING PER SCHEDULE (TYP.) REFER

TO RCP FOR CEILING HEIGHT

BASE AS PER FINISH

SCHEDULE (TYP.)

FLOOR FINISH, REFER TO FINISH

SCHEDULE

5/8" GYP. BOARD ON 1 1/2" METAL

CHANNEL

MINERAL WOOL INSULATION

BETWEEN METAL DECK FLUTES.

SEAL BOTH ENDS WITH SMOKE

ACOUSTIC SEALANT

ACOUSTIC SEALANT

AT GWB

INSULATION

BASE

HEAD

UNDERSIDE OF STRUCTURE.

REFER TO STRUCTURAL DWGS

FOR ADDITIONAL

INFORMATION.

PLAN

CONC. SLAB

BUILDING

(INTERIOR)

BUILDING

(INTERIOR)

SEALANT

NEW ONE LAYER TYPE "X"

5/8" GWB

STC 55 EXISTING WALL

EXIST. BRICK

EXIST. BRICK

NEW METAL FURRING STUDS

NEW ONE LAYER TYPE "X"

5/8" GWB

NEW ONE LAYER TYPE "X"

5/8" GWB

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .