A.02.16.3_ar135_Att_3_Conceptual_Floor_Plans.pdf
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Attachment 1.3 - Conceptual Floor Plans
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49.150
9.
2.
0.
3.500 10.500 10.500 10.500 10.500 3.500
2 2 23 3 3 3
95.2 m²
CLASSROOM #1
95.2 m²
CLASSROOM #2
95.2 m²
CLASSROOM #3
95.2 m²
LABORATORY
4 4
11 1010 10 10
6 6 6 6
4 4 4
19.4 m²
PREPARATION
3.6 m²
GAS
STORAGE
18.8 m²
OFFICE
18.8 m²
OFFICE
9 9
4 4
4 4 4
4 4 4
4 4 4
4 4
TERRACE
10.9 m²
UTILITY
2.000
19 19 19 19
19 19 19
US Army Corps of Engineers ®
SHEET OF
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NTSA-101
1 SCHOOL BUILDING FLOOR PLAN
# NOTE
1 ACCESSIBILITY RAMP WITH HANDRAILS (8.3% SLOPE MAXIMUM)
2 CONCRETE STAIR WITH HANDRAILS
3 CONCRETE RETAINING WALL FILLED WITH SOIL FOR PLANTING
4 OPERABLE METAL LOUVER (2200 W x 1200 H MM MINIMUM) 6 DOUBLE DOOR (1600 W x 2100 H MM MINIMUM) 7 LOUVERED DOUBLE DOOR (1800 W x 2100 H MM MINIMUM)
8 HARDWOOD LABORATORY COUNTERS
9 BUILT-IN STORAGE (1600 W x 450 D MM MINIMUM INTERNAL CLEAR) 10 CHALK BOARD WITH CHALK RAIL (6000 W x 1250 H MM) 11 CHALK BOARD WITH CHALK RAIL (5000 W x 1250 H MM) 12 CHALK BOARD WITH CHALK RAIL (2000 W x 1250 H MM)
13 VENTED ROOF RIDGE FLASHING
15 BIRD MESH AT ALL VENTED SOFFITS
16 STEEL SECURITY BARS BETWEEN TRUSSES
17 INSULATED METAL PANEL ROOFING
18 FABRICATED STEEL GAS STORAGE CAGE
19 INTERNAL GAS CONNECTION
ATTACHMENT #3: CONCEPTUAL FLOOR PLANS
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NOTE: DRAWINGS ARE PROVIDED FOR REFERENCE ONLY.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE
FOR PROVIDING A DESIGN THAT MEETS ALL APPLICABLE
CODES AND REQUIREMENTS OF THE SOW.
A-102
A-102
A-102
A-102
1.000 TYPICAL
FIN. FLOOR
0.500
ROOF
3.600
GRADE
0.000
T.O. WALL
1.600
A-102
2 2 2 2
3 3 3 3
4 4
4 4 6 6
4 4 4 4
2.
FIN. FLOOR
0.500
ROOF
3.600
GRADE
0.000
T.O. WALL
1.600
7 2.
FIN. FLOOR
0.500
ROOF
3.600
GRADE
0.000
T.O. WALL
1.600
15 15
16 17
US Army Corps of Engineers ®
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SHEET ID
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D es ig ne r
Au th or
C he ck er
NTSA-102
1 SCHOOL BUILDING ROOF PLAN
NTSA-102
2 SCHOOL BUILDING FRONT FACADE
NTSA-102
3 SCHOOL BUILDING SIDE FACADE
NTSA-102
4 SCHOOL BUILDING SECTION
# NOTE
1 ACCESSIBILITY RAMP WITH HANDRAILS (8.3% SLOPE MAXIMUM)
2 CONCRETE STAIR WITH HANDRAILS
3 CONCRETE RETAINING WALL FILLED WITH SOIL FOR PLANTING
4 OPERABLE METAL LOUVER (2200 W x 1200 H MM MINIMUM) 6 DOUBLE DOOR (1600 W x 2100 H MM MINIMUM) 7 LOUVERED DOUBLE DOOR (1800 W x 2100 H MM MINIMUM)
8 HARDWOOD LABORATORY COUNTERS
9 BUILT-IN STORAGE (1600 W x 450 D MM MINIMUM INTERNAL CLEAR) 10 CHALK BOARD WITH CHALK RAIL (6000 W x 1250 H MM) 11 CHALK BOARD WITH CHALK RAIL (5000 W x 1250 H MM) 12 CHALK BOARD WITH CHALK RAIL (2000 W x 1250 H MM)
13 VENTED ROOF RIDGE FLASHING
15 BIRD MESH AT ALL VENTED SOFFITS
16 STEEL SECURITY BARS BETWEEN TRUSSES
17 INSULATED METAL PANEL ROOFING
18 FABRICATED STEEL GAS STORAGE CAGE
19 INTERNAL GAS CONNECTION
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ATTACHMENT #3: CONCEPTUAL FLOOR PLANS
1.
1.
2.
5.900
1 1 1 1
5 5 5 5 5
0.800 7.400 0.800
4 4 4 4
1.8 m²
LATRINE
1.8 m²
LATRINE
1.8 m²
LATRINE
1.8 m²
LATRINE
MIN.
0.400 2 2 2
FIN. FLOOR
0.150
ROOF
3.000
GRADE
0.000
A-103
B.O. PIT
-2.000
44444
1 1 1 1
7 7 7 7
FIN. FLOOR
0.150
ROOF
3.000
GRADE
0.000
B.O. PIT
-2.000
LATRINE
PIT
7 7
US Army Corps of Engineers ®
SHEET OF
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A-103
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1 : 25A-103
1 LATRINE FLOOR PLAN
# NOTE
1 METAL DOOR WITH PADLOCK HASP
2 HOLE IN LATRINE FLOOR, PROVIDE ONE MOVEABLE CAST
CONCRETE BLOCK TO COVER ONE HOLE PER LATRINE
3 PIT FOUNDATION BELOW
4 PIT VENTILATION PIPE WITH FLY SCREEN
5 REMOVABLE CONCRETE COVER
6 RAINWATER COLLECTION TANK WITH HANDWASHING SPIGOTS,
ATTACH TO ROOF DOWNSPOUTS
7 VENTILATION OPENING
ATTACHMENT #3: CONCEPTUAL FLOOR PLANS
1 : 25A-103
2 LATRINE FRONT FACADE
1 : 25A-103
3 LATRINE SECTION
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| ar135_Biguina High School_School Building - Sheet - A-101 - FLOOR PLAN |
| Sheets |
| A-101 - FLOOR PLAN |
| A-102 - ROOF PLAN, ELEVATIONS, SECTION |
| ar135_Biguina High School_School Building - Sheet - A-102 - ROOF PLAN, ELEVATIONS, SECTION |
| Sheets |
| A-101 - FLOOR PLAN |
| A-102 - ROOF PLAN, ELEVATIONS, SECTION |
| ar135_Biguina High School_Latrines - Sheet - A-103 - FLOOR PLAN, ELEVATION, SECTION |
| Sheets |
| A-103 - FLOOR PLAN, ELEVATION, SECTION |
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