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CONSTRUCTION OF SPORTS LABORATORY AT PAROCOLLEGE OF EDUCATION
STRUCTURAL DRAWINGS
GENERAL NOTES FOR STRUCTURAL DRAWINGS.
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/01
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
F3
F3
F3
F3
F3
F2
F2
F2
F2
F6
F6
F7
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/02
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
Lx DLyFOOTINGTYPE
SCHEDULE FOR FOOTING
BOTTOM STEELTOP STEEL
B A BA
DEPTH OFFOUNDATION
( Df )FOOTING
NO.
1900 355
2100400
1900
2100
2000
2400 4602400
2600 5002600
2000
2000
2000
2000
3100 5853100
2000
4400 5002800
2000
4400 5003200
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/03
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
PLAN FOR COMBINED FOOTING
C C
SECTIONAL ELEVATION FOR COMBINED FOOTING
Df
GLGL
TYPICAL COMBINED FOOTING TOP REINFORCEMENT PLAN
TYPICAL COMBINED FOOTING BOTTOM REINFORCEMENT PLAN
¢
¢
¢
¢
A
B
A
B
¢
¢
¢
¢
D
Df
D
150
100
75
50
GL
GL
SECTIONAL ELEVATION FOR ISOLATED FOOTING
ISOLATED FOOTING REINFORCEMENT PLAN
B
A
REFER BEAM DETAIL
250 THK. BRICK MASONRY
RRM IN 1:5 C.M
PCC, 1:4:8, 40 mm AGG.
STONE SOLING
Ground Level
RRM IN 1:5 C.M
PCC, 1:4:8, 40 mm AGG.
STONE SOLING
Ground Level
COLUMN
250 THK. BRICK MASONRY
DPC
¢
¢
¢
REFER BEAM DETAIL
DPC
COLUMN
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/04
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
C 1
C 1
C 2
C 2
C 3
C 3
C 2
C 2
C 2
C 2
C 3
C 3
C 3
C 3
C4
C 3
C 4
C 5
C4
C5
C2
C3
C2
C2
C3
C2
C5
C5
C5
C5
C5
C5
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/05
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
TABLE OF COLUMN REINFORCEMENT FOR BLOCK A
1 C 1 500 x 350 8 TMT @ 100 C/C 8 TMT @ 150 C/C
2
C 5 8 TMT @ 100 C/C 8 TMT @ 150 C/C
2 legged Ties8mmTMT @ 100 c/c
4-12TMT
zz
SECTION Z-Z FOR FLOATING COLUMN
DETAIL FOR FLOATING COLUMN IN JAMTHOG
650 x 450
GL
SECTIONAL DETAILS FOR COLUMN (BLOCK A)
b
a
D
50
06
50
65
06
50
65
05
00
50
0
D
D
D
aa
a
bb
GROUND FLOOR
FIRST FLOOR
SECOND FLOOR
ROOF FLOOR
+2m
CEMENT CONCRETE 1:3:6, 75mm THK
STONE SOLING 150mm THK.
450 x 450
450 x 450
8 TMT @ 100 C/C 8 TMT @ 150 C/C
2 legged
Ties, 8TMT
12-16 TMT
8 TMT @ 100 C/C 8 TMT @ 150 C/C2 legged
Ties, 8TMT
8-20 TMT
+
4-16TMT
GL
SECTIONAL DETAILS FOR COLUMN (BLOCK B)
b
a
D
50
07
50
75
06
50
65
06
50
65
0
D
D
D
a
a
a
bb
FIRST FLOOR
SECOND FLOOR
ROOF FLOOR
+2m
STONE SOLING 150mm THK.
GROUND FLOOR
C 2
C 3
450 x 450 8 TMT @ 100 C/C 8 TMT @ 150 C/C2 legged
Ties, 8TMT
12-20 TMT
C 4
2 legged
Ties, 8TMT
12-16 TMT
2 legged
Ties, 8TMT
12-20 TMT
3
4
5
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/06
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
TYPICAL COLUMN SECTION AND SPLICING DETAIL
Ld
NOTE: Only 50% of the bars
are spliced at one section
Ld or 30Ø
TYPICAL COLUMN SECTION AND SPLICING DETAIL
Ld Ld
ANCHORAGEMENT
LENGTH (La):
25Ø 1675MM
20Ø 1340MM
16Ø 1075MM
12Ø 805MM
Material specification:
1.Grade of rebars.........Fy 500 (TMT) for structural steel
Fy 500( TMT) for stirrups
2. Grade of concrete...M20
3. Cover......................40mm minimum
DEVELOPMENT
LENGTH(Ld):
25Ø 1425MM
20Ø 1140MM
16Ø 915MM
12Ø 685MM
BEAM COLUMN CONNECTION DETAILS
S1
Beam
Column
10Ø @ 100mm c/c
8mm Ø @ 150mm c/c
10Ø @ 100mm c/c
8mm Ø @ 150mm c/c
TYPICAL INTERIOR BEAM - COLUMNCONNECTION DETAILS ( SIDE VIEW)
S1
Beam
L
La
La
D
10Ø @ 100mm c/c
10Ø @ 100mm c/c
D
TYPICAL EXTERIOR BEAM - COLUMNCONNECTION DETAILS ( SIDE VIEW)
50 (max)
Beam
Beam
Beam reinforcement
Column reinforcementBeam bar bent for anchorage
Beam reinforcement
Column
TYPICAL EXTERIOR BEAM - COLUMNCONNECTION DETAILS ( PLAN VIEW)(SQUARE COLUMN)
TYPICAL EXTERIOR BEAM - COLUMNCONNECTION DETAILS ( PLAN VIEW)(SQUARE COLUMN)
50(max)
Beam
Beam stirrup
Column
Beam
Column reinforcementBeam bar bent for anchorage
Beam
Beam stirrupsBeam reinforcement
Column reinforcement
Beam
ColumnBeam stirrups
Column ties
50(max)
TYPICAL INTERIOR BEAM - COLUMNCONNECTION DETAILS ( PLAN VIEW)(COLUMN)
S1
O
LO
LO
LO
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/07
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
BEAM NOTES:
BEAM LAYOUT PLAN @ FOUNDATION LEVEL FOR BLOCK B
300x400 300x400
300x400 300x400
300x350
300x350
300x350
300x350
300x350
300x350
300x350
300x350
300x775
300x775
300x775
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/08
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
30
0x3
50
30
0x4
25
30
0x4
25
30
0x6
50
30
0x6
50
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
00
30
0x4
00
BLOCK A
GROUND AND ROOF FLOOR BEAM LAYOUT PLAN
BEAM NOTES:
30
0x4
00
30
0x4
00
30
0x4
00
30
0x4
00
BLOCK B
300x350
300x350 300x350300x350
300x350
300x350 300x350300x350
300x350
300x575 300x575
300x575
300x575 300x575
300x575 300x575
300x575 300x575
300x575
300x575
300x575 300x575
300x575 300x575
300x575
300x575
300x575
300x575
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/09
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
30
0x3
50
30
0x4
25
30
0x4
25
30
0x6
50
30
0x6
50
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x3
50
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
25
30
0x4
00
30
0x4
00
BLOCK A
FIRST AND SECOND FLOOR BEAM LAYOUT PLAN
BEAM NOTES:
30
0x4
00
30
0x4
00
30
0x7
75
30
0x7
75
30
0x4
00
30
0x4
00
30
0x7
75
30
0x7
75
30
0x7
75
30
0x7
75
BLOCK B
30
0x4
00
300x350 300x350300x350
300x350
300x350 300x350300x350
300x350
300x575 300x575300x575
300x575 300x575
300x575 300x575300x575 300x575
300x575
300x575
300x575 300x575
300x575 300x575300x575
300x575
300x575
300x575300x350 300x350
300x350
300x350
300x575
300x575
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/10
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
SECONDARY TO PRIMARY BEAM CONNECTION PLAN
PRIMARY BEAM
SECONDARY BEAM
67Db
67Db, WHERE Db IS THE DIA. OF BAR
SECONDARY TO PRIMARY BEAM CONNECTION ELEVATION
SECONDARY BEAM
PRIMARY BEAM
SLAB
HANGER BARS
10TMT, 3 NOS
SECONDARY TO PRIMARY BEAM CONNECTION SECTION Z-Z
ZZ
REINFORCEMENT ARRANGEMENT DETAIL
(ENLARGED VIEW OF SECTION Z-Z)
TOP REINFORCEMENT BAR OF SECONDARY BEAM
BOTTOM REINFORCEMENT BAR OF SECONDARY BEAM
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/11
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
a=2d, specialconfining zone b=rest of span a=2d, special
confining zone
l1/3, extra top bar l2/3, extra top bar
a=2d, specialconfining zone b=rest of span
bottom rebarlap zone
l2
La
L/S, BEAM REBAR & SPLCING/LAPPING DETAILS
WC/S, at mid
PLINTH/TIE BEAM
D
top rebar
bottom rebar
C/S, at endW
C/S, at mid
D
top rebar
bottom rebar
FLOOR PERIPHERAL BEAMC/S, at end
FLOOR INTERNAL BEAMC/S, at mid
top rebar
D
50, max50, max
Note:1. a=2d, 8Ø@100 c/c (d=efft. depth of beam), b=rest of
span, 8Ø@130 c/c2. L/S -> length section, C/S -> cross section3. La -> Anchorage length, Ld-> Development length,4. D -> beam depth, W -> beam width
Beam notes:1. The main rebars of beam shall be anchored in to the column by length La(anchorage length) of the rebar as specified in the table2. Srirrups/hoops of 8Ø rebars-135 degrees, with an extension of 10xØ, and it is embeded in the confined core of the section3. Lap splice for tension reinforcement or bottom steel shall not be provided at (a) within a joint, (b) within a distance of 2d from the joint face or
(c) within a quarter length of the member4. The splicing of the compression or top reinforcement shall be provided near or at mid-span of the memebr5. Not more than 50% of the bars shall be spliced at one section6. The lap/splice length shall not be less than development length in tension i.e. Ld, as specified in the table7. The first stirrup should be provided at the distance of 40mm from the face of the column8. Stirrups of 8Ø@100mm c/c up to the distance of 2d from the column face9. Stirrups of 8Ø@100mm c/c shall be provided throughout the splicing length of reinforcement bar in a member (beam/column etc.)10. Minimum clear cover to the beam reinforcement shall be 25mm11. The beam formworks shall not be removed till the required strength of concrete is achieved.
Slab notes:1. The main reinforcement shall be place at bottom in the shorter direction2. The starting distribution bar shall be place within the depth of slab or 1/2 the spacing of bars3. L1, L2, L3 etc. are the span of slab in the considered direction4. The slab reinforcement shall extend wherever necessary for the cornice & slab project (refer cornice details)5. Slab reinforcment curtailment shall be as shown above (refer slab reinforcement detail)6. Minimum of 10Ø bar chairs shall be provided at appropriate locations to maintain the effective depth of slab uniform7. Minimum clear cover to slab & staircase reinforcement shall be 20mm
top rebar lap zone,(mid/near mid span)
l1
300 min.
1:6 (max.)
1:6 (max.)
10xØ
Hoops with135° bend
Where,Ø=stirrupdiameter
135°
BEAM STIRRUP DETAILS
Beam
EXTERIOR, COLUMN-BEAM JOINT(L/S) INTERI0R, COLUMN-BEAM JOINT(L/S)
Column
Column
Beam
Column
Column
Beam
Column
CORNER, COLUMN-BEAM JOINT(C/S)
Column
EXTERI0R, COLUMN-BEAM JOINT(C/S)
Beam
Column
INTERIOR, COLUMN-BEAM JOINT(PLAN)
Beam
Column
Splic
ing,Ld
3001:6
1:6
COLUMN LAP SPLICING DETAIL(L/S)
CORNER COLUMN-WALL BAND CONNECTION (C/S)
4-10Ø TMT bars
4-12Ø
RC band
Column
12Ø,vertical rebar
12Ø,vertical rebar
4-10Ø
RC band
12Ø,vertical rebar
12Ø,vertical rebar
INTERMEDIATE COLUMN-WALLBAND CONNECTION(C/S)
Column
200
COLUMN-WALL BAND CONNECTION(L/S)
8Ø@200c/c
Wall
RC Band
La 4-12Ø
Column
TYPICAL DETAIL FOR OPENING INTHE MIDDLE OF SLAB/RC WALL
2-10Ø@100 C/C,(both top &bottom, on all sides & corners)
Open
TYPICAL DETAIL FOR OPENINGNEAR BEAM/COLUMN
Beam
Open
2-10Ø@100 C/C,(both top & bottom, onsides & corners where is no beam)
Note:Opening strenthenings shall beprovided in the openings of slabwhere there is not structuralmembers running parallel on itsedges.
W
D
top rebar
bottom rebar
W
D
top rebar
bottom rebar
W
D bottom rebar
top rebar
C/S, at endW
D bottom rebar
top rebar
Note:1. Sharp bent in main reinforcment bars shall be avoided at lapping & beam-column joints. Maximum slope of 1:6 shall be maintained in the
bends.2. Lintel/band connection provision shall be kept while casting the beam, column, slab3. Vertical wall reinforcement bars shall be placed while casting the slab4. Refer table give for development length, Ld and anchorage length, La5. Special confining ties shall be provided in the columns of external beam-column joints & normal spacing ties in the interior beam-column joints6. Full lap length of rebars shall be provided confining ties & stirrups in column & beam respectively
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/12
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
DETAILS FOR ROOF BAND
A
A
2-12Ø
3-12Ø
TYPICAL LONGITUDINAL SECTION OF FOOR BAND
2 legged 8TMT150mmc/c
2 legged 8TMT
@ 150mmc/cADDITIONAL BARS TO FILL THE GAP CREATED
WHILE CHANGING THE POSITION OF BARS
ADDITIONAL BARS TO FILL THE GAP CREATED
WHILE CHANGING THE POSITION OF BARS
YY
Y1Y1
SECTION: Y-Y
ADDITIONAL BARS TO FILL THE GAP CREATED
WHILE CHANGING THE POSITION OF BARS
XX
X1
X1
PLAN OF FLOOR BANDS AT CORNERS
X
X1
X1
X 1
X 1
X
250
15
0
SECTION: X-X
PLAN OF FLOOR BANDS AT T-JUNCTIONS
ADDITIONAL BARS TO FILL THE GAP CREATED WHILE
CHANGING THE POSITION AND DIRECTION OF BARS
SECTION: Y1-Y1
3-12Ø
2-12Ø
250
15
0
SECTION: X1-X1
3-12Ø
2-12Ø
250
15
0
SECTION: A-A
3-12Ø
2-12Ø
2 legged 8TMT
@ 150mmc/c
2 legged 8TMT
@ 150mmc/c
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/13
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
S1
A
A A
A
S1
S2
B
B
S1
S1
A
A
A
A A
A
S1
S2
B
B
S1
S1
A
A
A
A A
A
S1
S2
B
B
S1
A
A A
A
S1
S2
B
B
GRID A
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/14
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
S1
A
A
S1
A
A
S2
B
B
S2
B
B
S2
B
B
S2
B
B
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/15
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID C
A
A
S1
A
A
S1
S1
A
A
S1
B
B
S1
A
A
A
A
S1
A
A
S1
S1
A
A
S1
B
B
S1
A
A
A
A
S1
A
A
S1
S1
A
A
S1
B
B
S1
A
A
A
A
S1
A
A
S1
S1
A
A
S1
B
B
S1
A
A
S1
B
B
S1
B
B
S1
B
B
S1
B
B
S1
A
A
S1
A
A
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/16
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID D
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
S2
B
B
S2
B
B
B
S2
B
BS2
B
S1
A
A
S1
A
A
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/17
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID E
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
S1S1
A
A
A
A
B
B
S2
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
S1S1
A
A
A
A
B
B
S2
A
A
S1
A
A
S1S1S1
A
A A
AS2
B
B
S1S1
A
A
A
A
B
B
S2
A
A
S1
A
A
S1S1S1
A
A
A
A
S2
B
B
S1S1
A
A
A
A
B
B
S2
BS2
B
S2
B
B
S2
B
B
S2
B
B
S1
A
A
S1
A
A
C
S1
C
C
S1
CD
DS2
C
S1
C
C
S1
CD
DS2
C
S1
C
C
S1
CD
DS2
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/18
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID E'
AS1
A
AS1
A
S1
B
B
S1
B
B
AS1
A
AS1
A
AS1
A
AS1
A
S1
B
B
S1
B
B
AS1
A
AS1
A
AS1
A
AS1
A
S1
B
B
S1
B
B
AS1
A
AS1
A
BLOCK A
GRID E''
AS1
A
AS1
A
S1
B
B
AS1
A
AS1
A
S1
B
B
AS1
A
AS1
A
S1
B
B
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/19
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID F
A
A
S1
A
AS1
S1S1
A
A
A
A
S2
B
B
S1
S1
A
A
A
A
C
C
S1
A
A
S1
A
AS1
S1S1
A
A
A
A
S1
A
A
A
A
C
C
S1
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
S2
B
B
S2
B
B
S2
B
B
S1
A
A
S2
BS1
A
A
S1
A
AS1
S1S1
A
A
A
A
S1
A
A
A
A
C
C
S1
S2
B
B
S1
A
A
S2
BS1
S2
B
B
B
B
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/20
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
A
S1
A
A
S1
S1
B
B
S1
B
B
A
A
S1
A
A
S1
S1
B
B
S1
B
B
S1
A
A
A
A
S1
A
A
S1
S1
B
B
S1
B
B
S1
A
A
A
A
S1
A
A
S1
S1
B
B
S1
B
B
GRID G
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/21
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
C
C
S1
B
B
S2
B
B
S2
B
B
S2
B
B
S2
B
B
S2
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
C
C
S1
B
B
S2
B
B
S2
B
B
S2
B
B
S2
B
B
S2
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
C
C
S1
B
B
S2
B
B
S2
B
B
S2
B
B
S2
B
B
S2
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
B
B
S2
B
B
S2
B
B
S2
B
B
S2
B
B
S2
GRID 1
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/22
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
B
B
S2
B'
B'
S1
B
B
S2
GRID 2
A
A
S1S1
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
B
B
S2
A
A
S1S1
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
B
B
S2
A
A
S1
A
A
S1S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
B
B
S2
B
B
S2
C
S1
C
C
S1
CD
DS2
C
S1
C
C
S1
CD
DS2
C
S1
C
C
S1
CD
DS2
B'
B'
S1
B'
B'
S1
B'
B'
S1
B'
B'
S1
B'
B'
S1
B'
B'
S1
BLOCK A
B
B
S2
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/23
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID 3
A
A
S1
A
A
S1
B
B
S2
A
A
S1
A
A
S1
B
B
S2
A
A
S1
A
A
S1
B
B
S2
A
A
S1
A
A
S1
B
B
S2
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/24
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID 4
A
A
S1 S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B'
B'
S1
S1
A
A
B
B
S2
BS2
B
B
B
S2
A
A
S1 S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B'
B'
S1
S1
A
A
B
B
S2
BS2
B
B
B
S2
A
A
S1 S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B'
B'
S1
S1
A
A
B
B
S2
BS2
B
B
B
S2
A
A
S1 S1S1
A
A
A
A
S1S1
A
A
A
A
S1S1
A
A
A
A
B
B
S2
S1
A
A
B
B
S2
BS2
B
B
B
S2
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/25
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
GRID 5
A
A
S1
A
A
S1
B
B
S1
A
A
S1
A
A
S1
B
B
S1
A
A
S1
A
A
S1
B
B
S1
A
A
S1
A
A
S1
B
B
S2
BLOCK A
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/26
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
A
S1
A
A
S1S1
A
A
S1S1
A
A
A
A
S1
A
A
S1S1
A
A
S1S1
A
A
B
BS2
B
BS2
B
BS2
B
BS2
A
A
S1
A
A
S1S1
A
A
S1S1
A
AB
BS2
B
BS2
A
A
S1
A
A
S1S1
A
A
S1S1
A
AB
BS2
B
BS2
A
A
S1
A
A
S1S1
A
A
S1S1
A
AB
BS2
B
BS2
NOTES:
GRID H & L
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/27
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
A
S1
A
A
S1
A
A
S1
A
A
S1
A
A
S1
A
A
S1
B
BS2
NOTES:
GRID I & K
A
A
S1
A
A
S1
A
A
S1
A
A
S1
A
A
S1
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/28
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
NOTES:
GRID J
A
A
S1
A
A
S1
A
A
S1
A
A
S1
A
A
S1
A
A
S1
B
BS2
A
A
S1
A
A
S1
A
A
S1
A
A
S1
A
A
S1
NOTES:
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/29
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
A
S1 S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A A
A
S1
B
BS2
B
BS2
B
BS2
B
BS2
A
A
S1 S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A A
A
S1
B
BS2
B
BS2
B
BS2
B
BS2
A
A
S1 S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A A
A
S1
B
BS2
B
BS2
B
BS2
B
BS2
A
A
S1 S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A A
A
S1
B
BS2
B
BS2
B
BS2
B
BS2
A
A
S1 S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A
S1
A
A
S1S1
A
A A
A
S1
B
BS2
B
BS2
B
BS2
B
BS2
NOTES:
GRID 6 & 8
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/30
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
NOTES:
GRID 7
BLOCK B
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
A
AS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
B
BS1
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/31
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
FIRST AND SECOND FLOOR SLAB TOP REINFORCEMENT LAYOUT PLAN
BLOCK A
X
X
Y
Y
XX
Y
Y
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/32
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
BLOCK A
FIRST AND SECOND FLOOR SLAB BOTTOM REINFORCEMENT LAYOUT PLAN
X
X
Y
Y
XX
Y
Y
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/33
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
BLOCK A
ROOF FLOOR SLAB BOTTOM REINFORCEMENT LAYOUT PLAN
X
X
Y
Y
XX
Y
Y
BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/34
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
BLOCK A
X
X
Y
Y
XX
Y
Y
BLOCK B
ROOF FLOOR SLAB TOP REINFORCEMENT LAYOUT PLAN
NOTE: NO ROOF SLAB FOR BLOCK B
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/35
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
CAB
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/36
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
1
5
0
WAIST SLAB
THICKNESS
21
DEVELOPMENT LENGTH FOR REINFORCEMENT
KEY PLAN FOR STAIRCASE
1
2
3
4
5
6
10 mm@200 c/c
floor level
12mmΦ@120c/c
12mmΦ@120c/c
7
8
700
10mm Φ @ 200 c/c
Extended portion for flight's top
reinforcement.
Shall be casted monolithically
7
0
0
9
10
15
0
10mmΦ@ 150c/c
10mmΦ@ 150c/c
1
2
3
4
5
6
10 mm@200 c/c
floor level
12mmΦ@120c/c
12mmΦ@120c/c
7
8
700
10mm Φ @ 200 c/c
Extended portion for flight's top
reinforcement.
Shall be casted monolithically
7
0
0
9
10
15
0
10mmΦ@ 150c/c
10mmΦ@ 150c/c
1 2
STAIRCASE SECTIONAL DETAILS
UP
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/37
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
1
5
0
WAIST SLAB
THICKNESS
21
DEVELOPMENT LENGTH FOR REINFORCEMENT
KEY PLAN FOR STAIRCASE
1
2
3
4
5
6
10 mm@200 c/c
floor level
12mmΦ@120c/c
12mmΦ@120c/c
7
8
700
10mm Φ @ 200 c/c
Extended portion for flight's top
reinforcement.
Shall be casted monolithically
7
0
0
9
10
150
10mmΦ@ 150c/c
10mmΦ@ 150c/c
1
2
3
4
5
6
10 mm@200 c/c
floor level
12mmΦ@120c/c
12mmΦ@120c/c
7
8
700
10mm Φ @ 200 c/c
Extended portion for flight's top
reinforcement.
Shall be casted monolithically
7
0
0
9
10
150
10mmΦ@ 150c/c
10mmΦ@ 150c/c
1 2
UP
STAIRCASE SECTIONAL DETAILS
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/38
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
B
B
A
A
Section at B
Section through lintel opening (External walls)
Section at A
Ø
EXTERNAL BAND LINTEL DETAILS OVER OPENINGS AND WALLS
INTERNAL BAND LINTEL DETAILS OVER OPENINGS AND WALLS
A
A
B
B
ELEVATION
LINTEL DETAILS
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/39
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
RC band atsill level
8Ø per Cornice
250
Floor slab
250mm thickbrick wall
250
Floor beam(Referbeam details)
10Ø verticalrebar
250mm thickbrick wall
780
580580
10Ø per cornice
3-16Ø
1-8Ø per cornice
3-12Ø
2-10Ø U-bar 175 c/c
8Ø@175 c/c
250
Floor slab
10Ø vertical rebar
250mm thick brick wall
2-12Ø
Floor beam(Referbeam details)
Grid line
Grid/centerline
1-12Ø1-8Ø per cornice
3-12Ø through out
Notes:
1. Slab rebars shall be extended wherever neccessary for the
slab projections & cornice(refer slab details drawings)
2. The cornice reinforcements provided are excluding the slab
reinforcement already provided
3. Cornice patterns/shapes and dimensions shall be as per
the architectural drawing details(Refer drawings
architectural drawing)
4. Refer architectural drawings for the location of different
types cornices at various floor levels.
4-12Ø
1-8Ø per cornice
Vertical reinforcement bar
3-12Ø1-8Ø@ per conice
250
Brick wall 250mm thick
250
10Ø U-bar @ 150mm c/c
Floor beam(Referbeam details)
Floor slab
10Ø verticalrebar
RC band at sill level
250mm thick brick wall
Grid/centerline
8Ø@ 200mm c/c
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/40
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
MAIN ROOF-1 TRUSS PLAN
100MMX175MM HARDWOOD GUNGCHHEN/ RIDGE POLE
80MMX100MM HARDWOOD PURLIN/DANGCHUNG
100MMX200MM HARDWOOD TSIM/ RAFTER
100MMX250MM HARDWOOD DHINGRI LANGNA/COLLAR BEAM
25219
3152
3152
3152
3152
3152
3152
3152
3152
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
1576
80
433
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
310
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
432
80
15175
30079
7200
5750
3875
3875
3400
3250
4573
7823
ISOMETRIC B
ISOMETRIC A
10
0
12
96
10
0
26
0
10
0
12
96
10
0
12
96
10
0
26
0
10
0
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
803
804
100MMX175MM GUNGCHHEN/ RIDGE POLE
80MMX100MM DANGCHUNG/ PURLIN
100MMX200MM BRACING
100MMX200MM TSIM/RAFTER
100MMX175MM LUNGZEY
100MMX250MM DHINGRI LANGNA
300MMX500MM RCC GHA
100MMX260MM SHARI/KING POST
100MMX260MM SHATHUNG/POST
80MMX100MM SHARI JUGHSHING
30MMX305MM EAVES
ROOF LINE
80MMX100MM SHARI JUGHSHING
500 2925 500 2925 500 2925 500
300
300
300
300
10775
150
100
428
350
175
100
200 1625
125
260
230
200
200
730
100
175
1795
1243
125
260
100
175
1795 260 1795
260
1795
260
1625
100
200
175
150
423
100
350
1755
80
100
80
80
80
80
80
100
1243
175
125
80 80
175
100
730
125
200
200
12332
7961
1
7
2
1
1
7
2
1
2
0
2
5
2
0
2
5
7
6
3
5
7
6
3
5
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
5
2
8
7
3
9
2
7
3
9
2
25219
3152 3152 3152 3152 3152 3152 3152 3152
15761576157615761576157615761576157615761576157615761576157615761576 1576
30079
7200 5750 3875 3875 3400
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
2601296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
260
100
1296
100
1296
100
1296
100
1296
100
804 804
100
260
300
500 2653 500
300
2653 500
300
2653 500
300
2653 500
300
2653 500
300
2653 500
300
2653 500
300
2652 500
300
100MMX250MM DHINGRI LANGNA
100MMX175MM LUNGZEY
300MMX500MM RCC GHA
100MMX200MM TSIM/RAFTER
22002200
3250
4573
7823
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/41
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
300MMX500MM RCC GHA
100MMX250MM DHINGRI LANGNA
100MMX175MM GUNGCHHEN/ RIDGE POLE
80MMX100MM DANGCHUNG/ PURLIN
100MMX260MM SHATHUNG/POST
100MMX260MM SHARI/KING POST
100MMX200MM BRACING
100MMX200MM TSIM/RAFTER
100MMX175MM LUNGZEY
80MMX100MM SHARI JUGHSHING
30MMX305MM EAVES
16
04
16
04
16
04
16
04
16
04
16
04
16
04
16
04
16
04
16
04
16
04
16
04
32
07
32
07
32
07
32
07
32
07
16
03
7
20
93
7
24
50
80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 309 80 459 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80 460 80
14868
84
68
46
24
50
5077
4941
10018
14868
100MMX175MM HARDWOOD GUNGCHHEN/ RIDGE POLE
80MMX100MM HARDWOOD PURLIN/DANGCHUNG
100MMX200MM HARDWOOD TSIM/ RAFTER
80MMX100MM SHARI JUGHSHING
ROOF LINE
100MMX175MM HARDWOOD POLE
79
6
10
0
13
24
10
0
26
0
10
0
13
24
10
0
13
24
10
0
26
0
10
0
13
24
10
0
13
24
10
0
26
0
10
0
13
24
10
0
13
24
10
0
26
0
10
0
13
24
10
0
13
24
10
0
26
0
10
0
13
24
10
0
13
24
10
0
26
0
10
0
13
24
10
0
79
6
MAIN ROOF-2 TRUSS PLAN
200
100
1842 260 2011 260 2011 260 2011 260 2011 260 1842
100
200
15
0
428
10
0
12772
10
0
428
15
0
12
5
12
5
12
5
12
5
12
5
17
5
28
4
20
0
200
78
4
80
100
13
50
28
42
00
80
100
80
19
17
80
100
80
13
50
80
100
80
78
4
80
100
80
200
20
0
2
2
2
5
2
2
2
5
1
9
3
9
1
9
3
9
9745
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
6
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
7
2
3
47
2
3
4
1152
1152
30
0
1991
30
0
1993 1992 1992500 500 500500500
30
0
30
0
30
0
10468
7
4
7
6
7
4
7
6
796
100
1324
100
260
100
1324
100
1324
100
260
100
1324
100
1324
100
260
100
1324
100
1324
100
260
100
1324
100
1324
100
260
100
1324
100
1324
100
260
100
1324
100
796
500 2707 500 2707 500 2707 500 2707 500 2707 500
16537
30
0
30
0
30
0
30
0
30
0
30
0
160416041604160416041604160416041604160416041604
3207 3207 3207 3207 3207
16037
20937
2450
846846
2450
100MMX250MM DHINGRI LANGNA
100MMX175MM LUNGZEY
300MMX500MM RCC GHA
100MMX200MM TSIM/RAFTER
2200
2200
5077
4941
10018
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/42
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
60MMX100MM GUNGCHHEN/RIDGE POLE
40MMX50MM DANGCHUNG/PURLIN
80MMX100MM TSIM/RAFTER
80MMX120MM DHINGRI LANGNA
250MMX300MM RCC GHA
60MMX100MM LUNGZEY
80MMX120MM SHARI/KING POST
80MMX120MM SHATHUNG/POST
80MMX80MM SHARI JUGHSHING
30MMX150MM EAVES
80MMX80MM BRACING
300 2992 300
3592
25
0
25
0
12
0 200
386
10
0
60
886 120 856 120 856 120 886
60
200
12
0
386
60
33
6
30 30
63
9
42
5
80
80
4363
2275
8
2
5
8
2
5
710
710
30
30
30
30
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
2
7
8
6
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
2
7
8
6
1264
1264
1264
1264
1264
1264
1264
1264
2528
2528
2528
7584
10484
40
501
40
501
40
501
40
501
40
501
40 40
501
40
501
40
501
40
501
40
501
40
145
5632
5992
JAMTHOK ROOF-1 TRUSS PLAN
60MMX100MM GUNGCHHEN/RIDGE POLE
40MMX50MM DANGCHUNG/PURLIN
80MMX100MM POLE
80MMX80MM SHARI JUGHSHING
ROOF LINE
1200
1200
145012641264
2528
126412641264 12641450
25282528
10484
7584
1200
1200
500 2028 500 2028 500 2028 500
8084
80
1034
80
220
80
1034
80
1034
80
220
80
1034
80
1034
80
220
80
1034
80
1034
80
220
80
1034
80
ELEVATION-JAMTHOK ROOF-1
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/43
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
1456
2500
1250
1250
1250
1250
1456
2500
5000
7912
40
492
40
490
40
490
40
490
40
490
40
145
40
490
40
490
40
490
40
490
40
490
40
180180
5889
60MMX100MM GUNGCHHEN/RIDGE POLE
40MMX50MM DANGCHUNG/PURLIN
ROOF LINE
80MMX100M POLE
80MMX80MM SHARI JUGHSHING
JAMTHOK ROOF-2 TRUSS PLAN
10
20
80
22
08
01
02
68
01
02
08
02
20
80
10
26
80
10
20
80
22
08
01
02
08
08
0
5
4
8
5
4
8
5
4
8
5
4
8
5
4
8
2
7
3
9
5
4
8
5
4
8
5
4
8
5
4
8
5
4
8
2
7
3
9
25
0
25
0
300 2889 300
3489
90
0
12
0
386
356
60
10
0
783 120 752120 752 120 782
60
356
10
0
12
0
4260
60
60
60
37
0
58
8
37
0
80
80
80
80
613
7
6
37
6
3
613
30
30
2024
30
30
30
30
2
8
4
9
2
8
4
9
12001200
60MMX100MM GUNGCHHEN/RIDGE POLE
40MMX50MM DANGCHUNG/PURLIN
80MMX100MM TSIM/RAFTER
80MMX80MM BRACING
60MMX100MM LUNGZEY
80MMX120MM DHINGRI LANGNA
250MMX300MM RCC GHA
80MMX120MM SHARI/KING POST
80MMX120MM SHATHUNG/POST
80MMX80MM SHARI JUGHSHING
30MMX150MM EAVES
125012501250125012501250
25002500
5000
7912
500 2006 500 2006 500
5512
25
0
25
0
25
0
ELEVATION-JAMTHOK ROOF-2
14°
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/44
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
27
60
2760
1750
1750
5520
9020
18040
462
40
462
40
462
40
462
40
462
40
462
40
462
40
462
40
462
40
4750
5
1
0
5
1
0
5
1
0
5
1
0
5
1
0
5
1
0
5
1
0
5
1
0
5
1
0
4
5
9
1
80
671
150
636
1435
150
1400
150
80
150
1020
1
3
6
5
75
417
80
150
75
690
80
150
500 2250 500
3250
30
0
30
0
4
6
4
1
80MMX150MM GUNGCHHEN/RIDGE POLE
80MMX150MM SHARI SHATHUNG/POST
80MMX100MM BRACING
80MMX150MM LUNGZEY
40MMX50MM DANGCHUNG/PURLIN
80MMX150MM TSIM/RAFTER
80MMX150MM DHINGRI LANGNA
300MMX500MM RCC GHA
40MMX50MM PURLIN
80MMX150MM RAFTER
30
01
28
58
01
70
80
24
30
80
17
08
02
43
08
01
70
80
12
85
30
0
276027601750 1750
5520
9020
3001285
8017080
2430
8017080
2430
80170
80
1285300
500 2260 500 2260 500
6020
300
300
300
80MMx150MM POLE
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/45
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
40
472
40
472
40
472
40
472
40
472
40
472
40
472
40
472
40
47240
472
40
472
40
472
40189
6186
80
200
80
2057
80
200
80
2057
80
200
80
2057
80
200
80
1270
300
1270
300
10750
1500
1500
72
00
40MMX50MM PURLIN
80MMX150MM RAFTER
80MMx150MM POLE
ROOF LINE
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
5
2
0
6
2
4
1
150
671
80
150
150
1425
150 150
5511
75 75 75
1052
774
4971519
1573
1709
3535
35 35
80
35
35
80
6
2
9
0
500 3875 500
30
0
30
0
4875
80MMX150MM GUNGCHHEN/RIDGE POLE
80MMX150MM SHARI SHATHUNG/POST
80MMX100MM BRACING
80MMX150MM DHINGRI LANGNA
300MMX500MM RCC GHA
80MMX150MM TSIM/RAFTER
40MMX50MM DANGCHUNG/PURLIN
80MMX150MM LUNGZEY
7200
8020080
2057 2057
8020080
2057
8020080
1270 3001270300
10750
8020080
10750
500 1917 500 1917 500 1917 500
7750
30
0
30
0
30
0
30
0
1460
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/46
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
145 891 145 891 145 891 145 891 145 891 145 891 145 891 145 891 145 891 145
9469
41
38
662
38
668
1446
174
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
465
50
9321
40MMX50MM PURLIN
145MMX150MM DHINGRI
38MMX38MM POLE
40MMX50MM PURLIN
38MMX38MM POLE
145MMX150MM DHINGRI
40
1
6
5
0
150
626 120 580 120
75
245
185
120MMX145MM POST
10468
500 145 891 145 891 145 891 145 891 145 891 145 891 145 891 145 891 145 891 145 500
11°
7
1
0
1
7
3
2
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/47
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
0
978 145 978 145 978 145 978 145 978 145 978 145 978 145 978
145
9127
120
480
120
480
120
626
174
2120
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
511
50
38
56
2
38
56
2
38
84
2
40MMX50MM PURLIN
145MMX150MM DHINGRI
38MMX38MM POLE
10123
497 145 978 145 978 145 978 145 978 145 978 145 978 145 978 145 978 145 500
40
15
0
626 120 480 120 480 120
1946
18
4
30
1
41
7
2
1
6
0
40MMX50MM PURLIN
38MMX38MM POLE
120MMX145MM POST
145MMX150MM DHINGRI
11°
6
1
1
6
1
1
2
2
4
1
ALL DIMENSIONS ARE IN MMUNLESS OTHERWISE STATED.
REV. DATE DESCRIPTION
NOTES
DESIGNED BY/DRAWN BY:APPROVED BY:
REVISIONSTITLE:
SCALE: NTS
DRAWING NO. :
STRUCTURE/48
LOCATION:PARO
ENGINEER(TSHERING WANGMO)
CLIENT/ OWNER: PARO COLLEGE OFEDUCATION (PCE)
..\..\..\Documents\Received Files\ABHAYA CONSULTANCY LOGO.PNG
PROJECT:SPORTS LABORATORY AT PARO COLLEGE OF EDUCATION ,PARO.
DATE: 28/01/2019
CHECKED BY:
ENGINEER(TASHI DORJI)
AS MENTIONED ABOVE
