Draft_TE_3_School_Design.pdf

PDF 3 MB Posted

Attached to
MAUD WILLIAMS SCHOOL CONSTRUCTION - BELIZE CITY, BELIZE Federal contract opportunity
Solicitation number
W912CL-17-R-0007
Issued by
Department of the Army Cyber Command

About this file

Draft Designs

View the file

Other files for this federal contract opportunity

Other files attached to MAUD WILLIAMS SCHOOL CONSTRUCTION - BELIZE CITY, BELIZE, newest first.
File Type Posted
TE_08_A3_4.dwg DWG drawing
TE_2_03_A1_2.dwg DWG drawing
TE_16_225EngineerBdeSSI.jpg JPG image
Amendment_0001.doc DOC document
TE_2_04_A2_1.dwg DWG drawing
TE_12_S2_1.dwg DWG drawing
TE_10_A3_6.dwg DWG drawing
TE_09_A3_5.dwg DWG drawing
TE_11_S1_1.dwg DWG drawing
TE_13_S2_2.dwg DWG drawing
TE_2_05_A3_1.dwg DWG drawing
TE_18__Map.JPG JPG image
TE_2_01_T1_1.dwg DWG drawing
TE_2_02_A1_1.dwg DWG drawing
TE_15_E1_1.dwg DWG drawing
TE_14_P1_1.dwg DWG drawing
Conformed_Solicitation_W912CL17R0007.doc DOC document
REV_Attachment_Price_Breakdown_Worksheet_Materials_List.xls XLS spreadsheet
TE_2_06_A3_2.dwg DWG drawing
Technical_Exhibit_3_School_Design.pdf PDF
Technical_Exhibit_2_School_Design.dwg DWG drawing
Technical_Exhibit_5_Bookshelf_Design.pdf PDF
Technical_Exhibit_4._Project-Sign-plaque_templates.pptx.ppt PPT presentation
RFP_W912CL17R0007.doc DOC document
Technical_Exhibit_5_Bookshelf_Design.dwg DWG drawing
RESPONSES_TO_QUESTIONS_FROM_INDUSTRY_17-R-0007.pdf PDF
Site_Visit_Attendee_Roster.pdf PDF
Presolicitation_Agenda.pdf PDF
Technical_Exhibit_3_School_Design.dwg DWG drawing
Questionss_After_Site_Visit_.pdf PDF
DRAFT_SOW.pdf PDF
Show all 31

On GovTribe

Work with this file on GovTribe

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

Text version

NOTES:

ALL WORK WITHIN THIS SET OF PLANS SHALL COMPLY WITH CURRENT BELIZE

CONSTRUCTION CODES.

ALL DIMENSIONS ARE FOR REFERENCE ONLY. BUILDER IS RESPONSIBLE FOR

VERIFYING EXISTING CONDITIONS ONSITE TO ENSURE COMPATIBILITY WITH

DRAWINGS.

ALL CMU AND CONCRETE SURFACES TO BE FINISHED WITH 1/2" PLASTER.

ALL REBAR SHALL HAVE A MINIMUM CLEARANCE OF 2" FROM CONCRETE SURFACE.

COMPRESSIVE STRENGTH OF ALL CONCRETE STRUCTURES (EXCLUDING 6" FLOOR SLAB)

SHALL BE AT LEAST 5,000 PSI.

COMPRESSIVE STRENGTH OF 6" FLOOR SLAB SHALL BE AT LEAST 3,500 PSI.

T1-1

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

N S

T

O

M A

U D

W

I L

L I A

M

H

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

SHEET INDEX

T1-1 TITLE SHEET

A1-1 1ST/2ND FLOOR PLANS

A1-2 1ST/2ND FLR CEILING PLANS

A2-1 EXTERIOR ELEVATIONS

A3-1 WALL SECTIONS

A3-2 WALL SECTIONS

A3-3 WALL SECTIONS

A3-4 WALL SECTIONS

A3-5 SECTION DETAILS

A3-6 SECTION DETAILS

S1-1 FOUNDATION PLAN/DETAILS

S1-2 ROOF SLAB PLAN/DETAILS

P1-1 PLUMBING FIXTURE

LAYOUT PLAN

E1-1 LIGHTING LAYOUT PLAN

ADDITIONS TO:

MAUD WILLIAMS HIGH SCHOOL

BELIZE CITY, BELIZE

J OB L OCA T I ON

CUTTING TABLE

CUTTING TABLE

Storage

Layout Counter deep fryer

Deep

Freezer

Frig Shelf unit

Prep

Table

Layout Counter

Shelf unit

Prep

Table

L a y o u t

C o u n t e r

A1-1

1 FIRST FLOOR PLAN

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

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

2 SECOND FLOOR PLAN

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

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

1:12 MAX SLOPE

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

TO EXISTING BUILDING

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

1:12 MAX SLOPE

AutoCAD SHX Text

GIRLS

AutoCAD SHX Text

BOYS

AutoCAD SHX Text

TECHNICAL DRAWING

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

CLOTHING & TEXTILE

AutoCAD SHX Text

UP

AutoCAD SHX Text

FOOD & NUTRITION

AutoCAD SHX Text

STAFF R.R.

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

UP

AutoCAD SHX Text

AutoCAD SHX Text A3-5

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

AutoCAD SHX Text A2-1

AutoCAD SHX Text

TO EXISTING BUILDING

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

UP

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

STAFF R.R.

AutoCAD SHX Text

VARANDAH

AutoCAD SHX Text

STAFF ROOM

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

JAN.

AutoCAD SHX Text

COMPUTER LAB

AutoCAD SHX Text

SCIENCE LAB

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

BOYS

AutoCAD SHX Text

GIRLS

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

A1-2

1 FIRST FLOOR CEILING PLAN AND LIGHTING LAYOUT

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

2 SECOND FLOOR CEILING PLAN AND LIGHTING LAYOUT

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

AutoCAD SHX Text

NOTE: CEILING HEIGHT TO BE 9'-0" UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 2x2 ACOUSTICAL CEILING TILE AND GRID

AutoCAD SHX Text 2x2 FLUORESCENT LIGHT FIXTURE

2x4 FLUORESCENT LIGHT FIXTURE

A2-1

1 EXTERIOR ELEVATION - FRONT

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

2 EXTERIOR ELEVATION - BACK

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

4 EXTERIOR ELEVATION - RIGHT

SCALE: 1/8" = 1'-0"3 EXTERIOR ELEVATION - LEFT

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

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

2ND FLR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

AutoCAD SHX Text A3-4

AutoCAD SHX Text 1&2

AutoCAD SHX Text A3-2

AutoCAD SHX Text

AutoCAD SHX Text A3-1

AutoCAD SHX Text

AutoCAD SHX Text A3-1

AutoCAD SHX Text

CHAINLINK AT UNDER STAIR STORAGE

AutoCAD SHX Text

AutoCAD SHX Text A3-4

AutoCAD SHX Text 1&2

AutoCAD SHX Text A3-2

AutoCAD SHX Text 1&4

AutoCAD SHX Text A3-1

AutoCAD SHX Text 2&4

AutoCAD SHX Text A3-1

AutoCAD SHX Text

AutoCAD SHX Text A3-5

AutoCAD SHX Text

AutoCAD SHX Text A3-1

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text F.F.

AutoCAD SHX Text

2ND FLR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

TO EXISTING BUILDING

AutoCAD SHX Text 1&4

AutoCAD SHX Text A3-1

AutoCAD SHX Text 2&4

AutoCAD SHX Text A3-1

AutoCAD SHX Text

NON-LOAD BEARING CMU BLOCK WALLS WITH 1/2" PLASTER, TYPICAL.

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

2ND FLR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text 1&2

AutoCAD SHX Text A3-2

AutoCAD SHX Text

AutoCAD SHX Text A3-2

AutoCAD SHX Text

AutoCAD SHX Text A3-5

AutoCAD SHX Text

AutoCAD SHX Text A3-4

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

(BEYOND)

AutoCAD SHX Text

AutoCAD SHX Text A3-4

AutoCAD SHX Text

AutoCAD SHX Text A3-1

AutoCAD SHX Text

AutoCAD SHX Text A3-3

AutoCAD SHX Text

AutoCAD SHX Text A3-3

AutoCAD SHX Text

AutoCAD SHX Text A3-3

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

2ND FLR

AutoCAD SHX Text

ROOF

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text 1&2

AutoCAD SHX Text A3-2

CHAINLINK AT UNDER STAIR STORAGE

A3-1

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

1 WALL SECTION

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

SCALE: 3/4" = 1'-0"2 WALL SECTION

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

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

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

C.M.U, WITH 1/2" PLASTER, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

C.M.U, WITH 1/2" PLASTER, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

C.M.U, WITH 1/2" PLASTER, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

C.M.U, WITH 1/2" PLASTER, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text 4 S2-1

AutoCAD SHX Text 3 S2-1

AutoCAD SHX Text 3 S2-1

AutoCAD SHX Text 4 S2-1

AutoCAD SHX Text 3 A3-5

AutoCAD SHX Text 3 A3-5

AutoCAD SHX Text 2 A3-5

AutoCAD SHX Text 4 A3-6

AutoCAD SHX Text 1 A3-6

AutoCAD SHX Text 2 A3-6

AutoCAD SHX Text 3 A3-6

5 A3-5

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

A3-2

1 SECTION @ EXTERIOR COLUMN

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

SCALE: 3/4" = 1'-0"2 SECTION @ INTERIOR COLUMN

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

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

SLOPE SURFACE TO PROVIDE DRAINAGE.

AutoCAD SHX Text

C.M.U BLOCK WALL, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

1/2" PLASTER OVER C.M.U BLOCK WALL, TYPICAL

AutoCAD SHX Text

CONCRETE RAMP (1:12 MAX. SLOPE)

AutoCAD SHX Text

C.M.U BLOCK WALL, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text 7 S2-1

AutoCAD SHX Text 2 S2-1

AutoCAD SHX Text 2 S2-1

AutoCAD SHX Text 3 S2-1

AutoCAD SHX Text 5 S2-1

AutoCAD SHX Text 8 S2-1

AutoCAD SHX Text 1 S2-2

2 S2-2

A3-3

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

1 WALL SECTION

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

SCALE: 3/4" = 1'-0"2 WALL SECTION

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

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

AutoCAD SHX Text

C.M.U BLOCK WALL, GROUT ALL CELLS SOLID,TYPICAL

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

C.M.U BLOCK WALL, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

2ND FLOOR

AutoCAD SHX Text 11'-10"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

GRADE

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text 3 S2-1

AutoCAD SHX Text 4 S2-1

AutoCAD SHX Text 4 S2-1

AutoCAD SHX Text 4 S2-1

AutoCAD SHX Text 5 S2-1

AutoCAD SHX Text 4 A3-6

AutoCAD SHX Text 2 A3-6

AutoCAD SHX Text 4 A3-6

AutoCAD SHX Text 3 A3-5

AutoCAD SHX Text 4 A3-5

AutoCAD SHX Text 4 A3-5

3 A3-6

A3-4

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

2 STAIR SECTION

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

1 STAIR SECTION

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

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

AutoCAD SHX Text F.F.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text -1'-6"

AutoCAD SHX Text

GRADE

1:12 MAX. SLOPE

A3-5

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

4 DETAIL

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

1 STAIR SECTION

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

5 DETAIL

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

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

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

2 DETAIL

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

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

7 DETAIL

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

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

2 #4 REBAR

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

6" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

8 #6 REBAR

AutoCAD SHX Text

CONCRETE COLUMN BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

CONCRETE BEAM BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

VERTICAL #4 REBAR, EXTEND INTO BEAM

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

TIE VERTICAL REBAR TO BEAM AS REQ'D.

AutoCAD SHX Text

SLOPE FOR DRAINAGE

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

CONCRETE COLUMN BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

CONCRETE BEAM BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

VERTICAL #4 REBAR, EXTEND INTO BEAM

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

TIE VERTICAL REBAR TO BEAM AS REQ'D.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

2 #4 REBAR

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

6" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

8 #6 REBAR

AutoCAD SHX Text

CONCRETE COLUMN BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

CONCRETE BEAM BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

VERTICAL #4 REBAR, EXTEND INTO BEAM

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

TIE VERTICAL REBAR TO BEAM AS REQ'D.

AutoCAD SHX Text

SLOPE FOR DRAINAGE

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

CONCRETE COLUMN BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

CONCRETE BEAM BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

VERTICAL #4 REBAR, EXTEND INTO BEAM

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

TIE VERTICAL REBAR TO BEAM AS REQ'D.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

12" PLASTER

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

12" PLASTER

A3-6

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

1 DETAIL

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

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

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

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

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

2 #4 REBAR

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

6" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

SLOPE FOR DRAINAGE

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#4 REBAR AT ALTERNATING COURSES

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

VERTICAL #4 REBAR

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

#4 REBAR

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

S1-1

1 FOUNDATION PLAN

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

2 ROOF BEAM PLAN

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

AutoCAD SHX Text

2/S2-1 TYP.

AutoCAD SHX Text

3/S2-1 TYP.

AutoCAD SHX Text

AutoCAD SHX Text S2-2

AutoCAD SHX Text

AutoCAD SHX Text S2-2

AutoCAD SHX Text

AutoCAD SHX Text S2-2

AutoCAD SHX Text

AutoCAD SHX Text S2-2

AutoCAD SHX Text

AutoCAD SHX Text S2-2

AutoCAD SHX Text

MIN. 2% SLOPE

AutoCAD SHX Text

MIN. 2% SLOPE

AutoCAD SHX Text

MIN. 2% SLOPE

AutoCAD SHX Text

AutoCAD SHX Text S2-2

AutoCAD SHX Text

MIN. 2% SLOPE

NOTES: BEAM AND ROOF CONCRETE TO BE AT LEAST 5000 PSI. ROOF TO BE GRADED TO A MINIMUM SLOPE OF 2%, AS NOTED ABOVE.

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

S2-1

1 FOUNDATION DETAILS

SCALE: 1" = 1'-0"

5 ROOF BEAM DETAIL @ EXTERIOR WALL

SCALE: 1 1/2" = 1'-0" 6 ROOF BEAM DETAIL @ INTERIOR WALL

SCALE: 1 1/2" = 1'-0" 7 ROOF BEAM @ COLUMN

SCALE: 1 1/2" = 1'-0" 8 ROOF BEAM @ COLUMN

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

2 FOUNDATION DETAILS

SCALE: 1" = 1'-0" 3 ROOF BEAM @ EXTERIOR WALL

SCALE: 1 1/2" = 1'-0" 4 ROOF BEAM @ ROOF EDGE

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

AutoCAD SHX Text

#6 VERTICAL REBAR

AutoCAD SHX Text

#3 LATERAL TIES, 18 O.C.

AutoCAD SHX Text

#5 REBAR

AutoCAD SHX Text

#3 LATERAL TIES, 18 O.C.

AutoCAD SHX Text

MIN. 2% SLOPE

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER, BOTH SIDES

AutoCAD SHX Text

#4 REBAR, TIED TO ROOF BEAM AS REQ'D.

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

CONCRETE COLUMN

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

CONCRETE COLUMN

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

1/2" PLASTER, BOTH SIDES

AutoCAD SHX Text

#4 REBAR, TIED TO ROOF BEAM AS REQ'D.

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

MIN. 2% SLOPE

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

BEAM AND ROOF CONCRETE TO BE AT LEAST 5000 PSI

AutoCAD SHX Text

CONCRETE COLUMN BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

CONCRETE BEAM BEYOND, WITH 1/2" PLASTER

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

8" C.M.U BLOCK, GROUT ALL CELLS SOLID, TYPICAL

AutoCAD SHX Text

JOINT REINFORCEMENT AT 16" O.C.

AutoCAD SHX Text

#4 REBAR MAT, 12" O.C.

AutoCAD SHX Text

CONCRETE COLUMN BEYOND

AutoCAD SHX Text

ROOF

AutoCAD SHX Text 23'-8"

AutoCAD SHX Text

MIN. 2% SLOPE

AutoCAD SHX Text

#3 CLOSED STIRRUP

AutoCAD SHX Text

BEAM AND ROOF CONCRETE TO BE AT LEAST 5000 PSI

AutoCAD SHX Text

1/2" PLASTER, BOTH SIDES

AutoCAD SHX Text

#6 VERTICAL REBAR

AutoCAD SHX Text

#5 REBAR

AutoCAD SHX Text

#3 LATERAL TIES, 18 O.C.

#6 VERTICAL REBAR

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

S2-2

1 DETAIL

SCALE: 1" = 1'-0"

2 DETAIL

SCALE: 1" = 1'-0"

AutoCAD SHX Text

#6 VERTICAL REBAR

AutoCAD SHX Text

#3 LATERAL TIES, 18" O.C.

AutoCAD SHX Text

#6 VERTICAL REBAR

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#6 VERTICAL REBAR

AutoCAD SHX Text

#3 LATERAL TIES, 18" O.C.

AutoCAD SHX Text

#6 VERTICAL REBAR

AutoCAD SHX Text

#6 REBAR

AutoCAD SHX Text

#6 REBAR

#6 REBAR

Storage

Layout Counter deep fryer

Deep

Freezer

Frig Shelf unit

Prep

Table

Layout Counter

Shelf unit

Prep

Table

L a y o u t

C o u n t e r

P1-1

1 PARTIAL FIRST FLOOR PLUMBING FIXTURE LAYOUT

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

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

3 PARTIAL SECOND FLOOR PLUMBING FIXTURE LAYOUT

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

2 PARTIAL FIRST FLOOR PLUMBING FIXTURE LAYOUT

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

4 PARTIAL SECOND FLOOR PLUMBING FIXTURE LAYOUT

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

AutoCAD SHX Text

SCIENCE LAB

AutoCAD SHX Text

ELECT.

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

GIRLS

AutoCAD SHX Text

BOYS

AutoCAD SHX Text

STAFF R.R.

AutoCAD SHX Text

FOOD & NUTRITION

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

UP

AutoCAD SHX Text

STAFF R.R.

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

JAN.

AutoCAD SHX Text

BOYS

GIRLS

E1-1

1 FIRST FLOOR LIGHTING LAYOUT

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

225th EN BDE

CAMP BEAUREGARD, LA

A D

D I T

I O

M A

L

L I A

G

H

S

C H

O O

L

B E

L I Z

E

C

I T

Y

B

E L I Z

E

DRAWN BY:

1LT JEREMY MEYERS

APPROVED BY:

LTC MICHAEL DESELLE

SHEET NO:

PAGE NO.

OF 15

DATE:

31DEC2016

2 SECOND FLOOR LIGHTING LAYOUT

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

AutoCAD SHX Text

NOTE: CEILING HEIGHT TO BE 9'-0" UNLESS OTHERWISE NOTED.

AutoCAD SHX Text 2x2 ACOUSTICAL CEILING TILE AND GRID

AutoCAD SHX Text 2x2 FLUORESCENT LIGHT FIXTURE

2x4 FLUORESCENT LIGHT FIXTURE

Sheets and Views
1 01 T1-1
2 02 A1-1
3 03 A1-2
4 04 A2-1
5 05 A3-1
6 06 A3-2
7 07 A3-3
8 08 A3-4
9 09 A3-5
10 10 A3-6
11 11 S1-1
12 12 S1-2
13 13 S2-2
14 14 P1-1
15 15 E1-1

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