S T A N D A R P E R E N C A N A A N I R I G A S I

(1)

DENAH

PLAN

C

100 400 400

A

C

B

A

100 m

S , A

selat peralihan transition slab 1.50 * 0.75 50/250 100/300 50/310 50/250 300 m 100 m

S , A

SECTION

POTONGAN

A A

4.50 m 4.50 m 4.50 m 0.10 0.30 0.40 0.60 1.5 1 0.10 0.30 0.40 100 500 1.5 1 MAN P = 0.45

semua dimensi dalam mm all dimensions in mm 1000 100 140 200 420 420 20 100 700 50/250 3000 180/360 50/310 100/300 700 700 120/240 L.150.100.10 180/360 75/150 + L.150.100.10 150/250 100/160 100 120/120 30/125 100 700 1000 200 1000 1000 1000 200 1 10 10 1 10 1 10 1 10 1 1 10 75/150 1000 1000 200 M.A.N ++ + + + + + + + + + + + + L.150.100.10 L.100.100.10 + ++ +₊+ + ++ 225 300 220 125 300 250 8 100 50 125 225 1000 220 250 250 310 O O O 300 O 300 O 300 O 300 52 125 330 450 20 50 250 310 100 175 225 125 250 330 1000 100 100 50 75 M.A.N 50/310 100/300 180/360 L.150.100.10 180/360 150/250 75/150 25/180 transition slab 1.50x0.75 m 150/300 150/250 pelat peralihan L.100.100.10 50/250 150/250 75/150 50/310 100/300 L.100.100.10 1.5 1 O 300 O 300 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 300 O 95 10 150/250 180/360 95 150/250 100/150 120/140 50/250 30/125 180/360 100/160 50/250 30/125 120/240 1050 M.A.N 1 1.5 120/120 300 180/360 50/180 1050 1050 1050 1050 120/120 O 300 20 50 O 300 300 O O 300 O 300

POTONGAN

SECTION

B

S , B

kepala jembatan bisa juga dibuat dari pasangan batu a butmen can also be mode of stone masanry

100/360 M 20 150/250 40 10 1 1 10 55 55 55 55 40 M 20 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 O 8 4x50 4x50 120/240 120/240 60 20 200 10 20 30/125 120/120 30/125 420 1000 420 140 100 120 8 8 20 80 20 30 100/160 60 120 20 60 30 180/360 100.100.10 L.150.100.10 55 55 55 150/250 75/150

baut dan mur bolts and nuts 10 1 M16 M16 55_180/360 M12 55 100/300 50/310 400 400 400 700 700 3000 50 50 100 70 50 8 120 120 50/250 120/240 M20 180/360 55 55 55 40 150/250 40 M16 40 90 40 10 M20 120/240 150/250 50/250 75 90 75 150 75 50/310 40 M12 10 100/300 10 40 55 55 180/360 L.150.100.10 M16 80/360 150/250 75 _M20 40 40 40 M20 150/250 40 40 40

S , C

C C

SECTION DETAIL

DETAIL POTONGAN

S , C

DETAIL II

II

S , C

BEGEL UNTUK SANDARAN

STIRRUP FOR RAILING

70 L.150.100.10 _L.100.100.10 100/300 50/310 L.150.100.10 L.150.100.10 10 ₁₀ O 8 L.150.100.10 M12 50/250 45 50 100 50 50

S , C

DETAIL I

DETAIL POTONGAN

SECTION DETAIL

A - A

S,B

POTONGAN/SECTION C-C S,B

200 100 80 150 4.0 5.0 3.0 2.0 1.0 0 0 0 20 50 100 40 60 cm cm m S,C = 1 : 10 S,B = 1 : 20 S,A = 1 : 50

I

601

JEMBATAN KAYU

LAIN - LAIN

S T A N D A R P E R E N C A N A A N I R I G A S I

(2)

602

PINTU SORONG KAYU

LAIN-LAIN

(3)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

ALAT PENGANGKAT UNTUK NO.702

603

TAMPAK DEPAN

FRONT VIEW

0 200 400 600 1000 mm S, 1 : 10 800

TAMPAK ATAS

TOP VIEW

470 115 t. 5mm t. 3mm 470 125 125 310 400

pipa stang pengangkat hoisting pipe H = var 410

][NP16

L 30.30.3 L 30.30.3 L 60.60.6

B

A

][NP16

][NP 20

140 2340 140 310 465

PELINDUNG ALAT ANGKAT DENGAN DUA STANG

HOISTING DEVICE WITH DOUBLE SPINDLE

pipa stang pengangkat hoisting pipe

POTONGAN

SECTION

A - A

POTONGAN

SECTION

B - B

80 400 3 mm [NP 20 [NP 20 L 60.60.6 465 470 t. 5 mm t. 3 mm L 60.60.6 [NP 20 [NP 20 [NP 16 [NP 16 340 70 [NP 26 65 260 65

(4)

604

PINTU PEMGURAS RADIAL

LAIN-LAIN

S T A N D A R P E R E N C A N A A N I R I G A S I

130 101 20 45 20 300 170 45 20 30 100 25 230 400 50 25 100 50 37 74 37 142 100 40 50 165 380 101 64 15 130 130 260 pipa dilumasi grease pipe max 0 500 0 0 100 20 40 1000 200 0.30 300 0.30 0.30 400 500 mm 100 mm 2000 mm S,A = 1:20 perunggu bronze bushing 0 24x305 4 baut 4 boults 2 baut 2 boults 0 12x39 2 anker 0 24 LG.650 adukan encer grouting plat baja steel plate 570*240*20

tube filled with martes ofter installation of gate

setelah pintu dipasang diisi dengan adukan 25 4 pipa 0 35 LG 650 and 600 HE A 100 + 42.75 5700 DIN 240 R = 7400 600 400 +42.75 225 170 10*250 0 30 strip = 410*100*15 1470 740 2610 2950 3000 225 170 R = 7400 135 150 740 100 6 x lubang pembuangan 6 x drain holes 50 19*150 170 ₅₂₂ ₆₂₂ ₅₂₂ ₅₂₂ 522 170 50 650 210 12030 30 30120 30 25 30 0 50 350 +47.50 350

perkerasan dari aspal asphalt pavement

30 30 30 20 20 50

dasar dari pasir sandbed +42.75 0.30 +44.27 20 80 73 73 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 600

SECTION

POTONGAN

600 600 600 600 600 600 600 0 607 1449 4308 1449 803 400 600 40 60 400 80 1 1 863 60 40 85 240 260 140 85 60 140 60 260 140 35 85 15 15 352 600 25 200 262 20 50 252 50 39.2 262 600 30 25 50 29 21 15 5 352 77 101 130 77 194 45 284 45 300 60 30 300 80 90 90

A-A

S.A

POTONGAN MEMANJANG DARI BANGUNAN

LONGITUDINAL SECTION OF STRUCTURE

POTONGAN MEMANJANG DARI PINTU RADIAL

LONGITUDINAL SECTION OF RADIAL GATE

POTONGAN

SECTION

DETAIL

TOP OF VIEW

TAMPAK DARI ATAS

TAMPAK

VIEW

POTONGAN

SECTION

TAMPAK SAMPING

SIDE VIEW

S.A

S.C

I

S.C

_S.C

S.C

S.B

E-E

D-D

C-C

D

C

D

C

A

II

L

IV

III

_A

_I

E

25 2 anker 0 24 2 anker 0 24 2 anker 0 24 LG.800 adukan encer grouting 40 S,B = 1:100 S,C = 1:5 55 15 pipa dilumasi grease pipe DIN 240 5700 1

TAMPAK ATAS DARI PLAT TUMPU

TOP VIEW OF BRACKET

85 alur dilumasi grease groove grease groove 4 anker 0 24 4 anker 0 24 4 pipa 0 35

(5)

S,C = 1:5 S,B = 1:2 200 mm 500 mm 400 150 300 200 100 100 0 50 0 80 240 80 12 12 L 150*75*12 80 12 100 0 = 12 bolts 12 baut

S.A

SECTION

POTONGAN

H-H

_SECTION

POTONGAN

G-G

S.A

SECTION

POTONGAN

K-K

S.A

SECTION

POTONGAN

L-L

S.A

SECTION

POTONGAN

F-F

DETAIL II

S.A

DETAIL SEKAT DASAR

BOTTOM SEAL DETAIL

S.B

DETAIL SEKAT SAMPING

SIDE SEAL DETAIL

S.B

S.A

DETAIL IV

PERENGGANG KAWAT

TURNBUCKLE

DETAIL III

S.A

H

G

H

G

F

K

F

90 15 10 15 15 15 15 40 L 150*150*12 300 150 325*50*10 c.t.c s.k.s 400 angker anchors 15*4 . LG . 300 c.t.c s.k.s 400

suplai moin contractor 250

100 150 150

50 150

baut penyatu bolts counter sunk bolts

12*60 L 150*75*12 25 170 80 100 80 80 55 55 0 = 14 L 150*75*12 DIN 240 114 12 114 240 35 bolts O 24*70 10 25 15 34 20 12 20 34 20 20 80 lubang s.k.s holes c.t.c 150 strip dinding wall guide strip

sekat karet rubber seal strip 50*10 120*10 lubang pembuangan drain hole angker anchors 15*4 LG 150 c.t.c s.k.s 250 25 170 100 100 DIN 240 angker anchors sekat karet rubber seal baut bolts baut dilas bolts are welded sekat karet rubber seal 14 L 150*75*12 15 L 150*75*12 angker anchors c.t.c s.k.s s.k.s c.t.c d = 12 7 31 25 25 9 60 90 110 250 strip 10*12 250 250 c.t.c s.k.s strip 10*12 strip 10*12 15*4 LG 150 O 12*60 O 12*60 O 12*60 O 12*60 O 12*60 O 12*60 25 5 90 140 130 79 110 60 15*4 LG 150 c.t.c s.k.s250 100 100 125 125 130*15 L 150*75*15 170 25 225 670 85 180 25 100 100 215 445 80 40 30 R = 60 165 470 d = 15 D - perenggang kawat D - snacles 30 60 120 30 30 baut penyatu counter sunk bolts

O 12*60 90 20 95 370 strip 40*15 15 15 140 grouting adukan encer d = 12 L = 150*75*5 12 14 15 2*12 lubang pembuang L = 150*75*5 drain hole 345 d = 12 300 2*12 15 12 DIN 240 230 30 595 235 180 200 200 180 12

605

DETAIL GAMBAR NOMOR 604

LAIN - LAIN

(6)

DETAIL I

F-F

POTONGAN

SECTION

POTONGAN

B-B

SECTION

POTONGAN

A-A

SECTION

POTONGAN

C-C

SECTION

POTONGAN

E-E

F

POTONGAN MEMANJANG

LONGTUDINAL SECTION

ALTERNATIVE BOTTOM SEAL

SEKAT DASAR ALTERNATIF

F

3

2 A

E

C

I

A

B

0 50 0 100 100 200 300 150 400 500 cm 200 cm S,B = 1:20 S,C = 1:5 baut bolts hard wood kayu keras 10 180 140 20 50 10 8 10 2*C160*65*75 0 10 10 20 10 20 20 90 20 10 10 140 6 10 140 165 160 0 0 0 100 240 60 400 475 1/2 c.t.c. 450 165 2 PLAT 2 PLATES 150*190*10 10 60 80 190 2 * C160*65*75 10 10 390 10 10 165 190 80 140 25 100 60 90 0 60 25 10 100 100 60 100 50 20 KAYU WOOD PLAT LANTAI 150*10 FLOORSTRIP 150*10 50*10 ANGKER ANCHORS 15*4LG CTC 200 50 150

DETAIL KAITAN KABEL HOISTING CONNECTION 100 100 50 100 50 150 20 KARET RUBBER ANGKER ANCHORS 15 H 300 60 240 400 0 400 300 60 60 2*C160*65*75 90 1/3 L 400 500 1.80 1.80 r-75 0 R 220 460 25 K b 90 2*C160*65*75 1/3 L 1/3 L 1/3 L 1/3 L 1/3 L I 100 100 200 30 160 W - 300 W 30 100 200 100 100 200 100 6 6 6 140 25 0 6 10 d = 8 150 180 30 210 100 80 10 160 10 190 10 10 20 50 d = 8 140 35 25 160 30 2*C160*65*75 ANGKER ANCHORS 15*4LG CTC 200

606

PINTU RADIAL BAJA

LAIN-LAIN

(7)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

DETAIL PINTU RADIAL BAJA

607

TAMPAK ATAS

TOP VIEW

0 200 400 600 1000 mm SA, 1 : 10 800 25

S,B

TAMPAK SAMPING BAGIAN DALAM

SIDE VIEW OF INNER PART

S,B

S,A

DETAIL. 2

POTONGAN

SECTION

H - H

DETAIL. 3

POTONGAN G - G BAGIAN LUAR

SECTION G - G OF OUTER PART

TAMPAK D - D BAGIAN LUAR

VIEW D - D OF OUTER PART

TAMPAK ATAS DETAIL 3

TOP VIEW DETAIL 3

0 100 200 300 500 mm SB, 1 : 5 400

D

2 x [ 160x65x7.5

G

plat baja 370x240x20 steel plate 370x240x20 2 x [ 160x65x7.5 adukan pengisi grouting 25 25 375 25 375 450 25

adukan setelah pemasangan pintu mortar after instalation of gate 85 85 adukan pengisi grouting 25 60 140 60 85 140 35 190 40 40 2 x [ 160x65x7.5 pipa pelumas grease

SAE. 64 tabung perunggu

H

SAE. 64 bronze bushing

260 ₁₃₀ 130 105

H

max 55 284 130 77 77 101

alur pelumas lebar 6 dalam 3 grease groove 6 wide 3 deep

101 130 15 85 260 140 35 15 200 100 100 200 200 800 200 200 200 200 200 800 100 100 30 30

plat dinding pengarah wall guide strip

180 180 R = 75 392 50 25 25 30 350 355 64 101 165 40 25 5 100 15 37 37 5 74 142 25 400 250 25 100 50 40 100 50 30 45 170 260 300 45 20 25 352 25 20 50 252 50

(8)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

PINTU OTOMATIS TIPE I

608

0 200 400 600 1000 mm SA, 1 : 10 800

POTONGAN

SECTION

A - A

TAMPAK DEPAN

FRONT VIEW

POTONGAN MEMANJANG DARI BANGUNAN

LONGITUDINAL SECTION OF STRUCTURE

0 10 20 30 50 m S= 1 : 50 40 perbaikan tanah 0.50 soil stabilisation 0.60 0.30 0.30 0.25 0.30 3.50 0.30 tembok sayap wing wall 1390 1290 L 50 x 50 x 5 2770 [ 22 M 24

tinggi muka air water level [ 22 L 100 x 50 x 8 perimbangan dari beton balanced with lean concrete [ 22 L 50 x 50 x 5 lubang pemeriksaan man hole 1015 drum 8x100 dasar bottom M 24 1850 L 50 x 50 x 5 L 50 x 50 x 5 L 50 x 50 x 5 3390 1540 8 1290 1390 L 100 x 50 x 8 L 50 x 50 x 5 L 50 x 50 x 5 L 50 x 50 x 5 L 50 x 50 x 5 L 50 x 50 x 5 L 50 x 50 x 5 L 100 x 50 x 8 6280 L 50 x 50 x 5 lubang pemeriksaan man hole drum 1980 pemberat counterweight CL

(9)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

PINTU OTOMATIS TIPE 2

609

0 20 40 60 100 cm SB, 1 : 10 80 0 50 100 150 200 cm SA, 1 : 20 0 50 100 150 200 mm SC, 1 : 2

TAMPAK ATAS

PLAN VIEW

S,A

0.30 0.30 0.10 0.80 0.10 0.10 0.80 0.10 0.30 1.20 1.70 1.20 0.60

POTONGAN

SECTION

S,B

A - A

0.30 0.30 0.50 0.15 1.70 0.30 pelat plate 900x980x8 0.10 0.80 0.10 0.20 0.93 0.26 0.67 1.11 0.15 L. 40 x 40 x 5 [ 75 x 40 x 5 x 7 L. 60 x 60 x 5 L. 25 x 25 x 5 L. 40 x 40 x 5 L. 45 x 45 x 4 L. 45 x 45 x 4 4 No. 55 x 55 [ 75 x 75 x 7 [ 75 x 40 x 5 x 7 [ 75 x 40 x 5 x 7

panjang 0.90 m beton perimbangan 0.90 m long reinforced concrete counter panjang 0.91 m

0.91 m long panjang 35 mm

35 mm long

pelat penjepit tebal 8 mm bracket in 8 mm plate panjang 0.92 m 0.92 m long panjang 0.91 m 0.91 m long panjang 0.91 m 0.91 m long panjang 12 mm 12 mm long panjang 0.91 m 0.91 m long panjang 0.92 m 0.92 m long jarak antara punggung 0.90 m

0.90 m long back to back

[ 75 x 40 x 5 x 7panjang 1.02 m_{1.02 m long}

TAMPAK HILIR

DOWNSTREAM VIEW

A

C

B

[ 75 x 40 x 5 x 7panjang 1.02 m_{1.02 m long}

50 x 10_{rubber bearing pad}bantalan karet

S,B

bagian ujung end bay pintu dalam keadaan tertutup penuh

gate shown in full closed position

bagian tengah intermediate bay

pintu dalam keadaan terbuka penuh gate shown in full open position 0.20 0.20

0.60

(10)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

DETAIL GAMBAR NO 609

610

0 50 100 150 200 mm S, 1 : 2

DETAIL DARI POTONGAN

DETAILS OF SECTION

A - A

40 55 40 33 20 20 256 20 15 55 55 55 55 40 120.31 56 20 58 40 50 2.50 800 164 58 80 64 44 9 40 80 jari - jari 33 33 radius

POTONGAN

SECTION

C - C

120 besi penguat reinforcing bar 200 besi pengangkat lifting bar 40 55 40

D

besi penguat reinforcing bar

POTONGAN

SECTION

D - D

POTONGAN

SECTION

B - B

DETAIL PENOPANG DIHILIR

BEARING DETAIL DOWNSTREAM ELEVATION

besi pengangkat lifting bar 27.5 55 27.5 55 75 80 60 40 150 800 600 12.5 920 60 60 75 75 12.5 12.5 karet rubber 60 10 10 60 lubang hole

ring tebal 8 mm pada pintu penggerak excentric washer 8mm thick to dampen gate movement

(11)

DETAIL I

SIDE VIEW

TAMPAK SAMPING S,A

0 50 0 200 100 400 600 150 800 _{1000 mm} 200 mm S,B = 1:20 S,A = 1:10

611

ATAP PELINDUNG PINTU (BAJA)

LAIN-LAIN

S T A N D A R P E R E N C A N A A N I R I G A S I

DETAIL I

TAMPAK SAMPING DARI

SIDE VIEW OF

PORTAL

II

IV

V

III

150 200 150 50 50 500 M 20 anker baut anchor bolt 200 100 125 3000 2 C.125.50.20.32 60 60 6 500 L 60.60.6 250 1500 L 60.60.6 1:20 L-80 2500 seng gelombang corrugated zinc sheets

250 BJLS 28 L 60.60.6 beton tumbuk beton concrete anker baut anchor bolt M 20 200 50 ₅₀ 31 63 31 dilas welded L 200.100.10 200 500 200 40 anker baut anchor bolt M 20 dilas welded L 200.100.10 100 pembuang drainage 200 40 25 220 200 125 100 C - 80 pengaku bracing 650 650 var 650 500 500 2500 500 var 220 125 100 700 L.60.60.6 L.60.60.6 L.60.60.6 C - 80 C - 80

lubang stang pintu opening for spindle

250 1500 1500 250 500 var C - 80

lubang stang pintu opening for spindle

TAMPAK SAMPING

SIDE VIEW

(12)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

DETAIL GAMBAR NO 611

612

0 50 100 150 200 mm S, 1 : 2

DETAIL III

250 angker baut _M6 anchor bolt 45 35 baut bolt M16 [ - 80 148 seng gelombang corrugated zinc sheets BWG - 28

60 plat simpul joint plate = 8 mm L 60.60.6 35 35 40 60 40 25 35 250 L 60.60.6 [ - 80 seng gelombang

corrugated zinc sheets BJLS - 28

DETAIL V

DETAIL II

DETAIL IV

DETAIL VI

plat simpul joint plate = 8 mm L 60.60.6 60 148 35 25 ₄₀ 60 40 seng gelombang

corrugated zinc sheets BJLS - 28

TAMPAK SAMPING DARI

SIDE VIEW OF

TAMPAK SAMPING DARI

SIDE VIEW OF

plat simpul joint plate = 8 mm 20 25 35 40 70 125 40 40 35 25 130 plat simpul joint plate = 8 mm L 60.60.6 L 60.60.6 40 60 40 25 35 40 60 40 35 25 130 ₆₀ 140 20 25 35 25 35 35 30 30 karet rubber dilas welded 50 50 L 60.60.6 L 60.60.6 plat simpul joint plate = 8 mm 40 60 40 35 25 40 60 40 35 25 dilas welded L 60.60.6 35 25 40 60 40 plat simpul joint plate = 8 mm 142 80 [ - 80

(13)

0 50 0 20 100 40 60 150 80 100 Cm 200 Cm S = 1:20 S = 1:10

613

ATAP PELINDUNG PINTU (BETON)

LAIN-LAIN

S T A N D A R P E R E N C A N A A N I R I G A S I

I-I

POTONGAN

SECTION

S.B

POTONGAN

SECTION

2 - 2

S.B

POTONGAN

SECTION

3 - 3

S.B

POTONGAN

SECTION

4 - 4

S.B

150 100 0.50 _{max 2.50}

lubang setang pintu opening for spindle

6-20 6-20 10-30 10-30 8-30 10-15 10-15 0.50 max 2.50 O O O O O O O O O O _O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 8-10 sengkang stirrup 8-20 ₅ 3

pipa P.V.C lurus diatas stang pengangkat PVC pipes straight above hoisting spindles

catatan note

ukuran baja dalam mm steel dimensions in mm ukuran beton dalam m concrete dimensions in m 20 20 20 20 20 20 20 20 max 250 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 12 20 20 20 20 12 12 12 12 12 12 sengkang stirrup 12 ₁₂

3

0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 _0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 _0.50

(14)

S T A N D A R P E R E N C A N A A N I R I G A S I

LAIN-LAIN

RUMAH DINAS PENGAIRAN

614

TAMPAK DEPAN FRONT VIEW S,A

TAMPAK SAMPING KANAN RIGHT SIDE VIEW S,A

3.40

kasa

TAMPAK DEPAN FRONT VIEW S,A

kasa

TAMPAK SAMPING KANAN RIGHT SIDE VIEW S,A

RUMAH DINAS KEPALA SEKSI TIPE - 50 & KANTOR

SECTION HEAD HOUSE TYPE - 50 & OFFICE

RUMAH DINAS JURU TIPE - 36

GATE KEEPER'S HOUSE TYPE - 36

DAFTAR UKURAN RUMAH DINAS

SIZES OF STAFF HOUSES

no. num kedudukan positions luas _m2 areas 1 2 3

kepala seksi pengairan kepala resort pengairan juru pengairan / juru pintu

70 50 36 2.00 K. PEGAWAI K. TIDUR K. MAKAN

K. TIDUR K. TAMU K. PENGAMAT DAPUR K. M W.C 2.50 3.00 4.00 6.00 6.00 3.00 3.50 15.50 3.00 D A D A DENAH PLAN S,A 2.00 3.00 3.00 3.00 1.50 1.00 3.30 11.50 1.00 3.00 3.50 3.00 17.50 3.00 3.00 1.00 8/10 8/12 6/12 1.00 6.00 3.00 13.50 2.50 1.00 6/12 8/10 8/10 8/10 8/10 8/10 8/10 8/12 8/12 8/12 RENCANA ATAP ROOF DESIGNS,A

8/12 8/12 8/12 8/12 8/10 + 5.75 + 3.25 + 0.00 6.00 4.00 3.00 2.50 0.40 1.00 0.40 0.60 POTONGAN SECTION A - A S,A + 5.75 + 3.25 + 0.00 0.40 2.00 6.00 8/12 8/12 8/12 8/12 8/12 8/10 5/7 POTONGAN SECTION B - B S,A + 0.00 0.20 0.20 0.30 15/10 trasram 8/10 + 0.26 pasir/sand lantai ubin tile floor 0.08 0.03 0.15 0.90 0.20 0.10 0.90 0.10

DETAIL PONDASI PADA TEMBOK DETAIL FOUNDATION OF WALL S,B

+ 0.24 pasir/sand 15/10 0.10 + 0.00 0.26 0.50 0.15 0.50 0.05 0.05

DETAIL PONDASI PADA TIANG DETAIL FOUNDATION OF COLUMN S,B

3.50 POTONGAN SECTION C - C S,A 3.70 + 0.00 + 3.25 + 5.25 1.00 1.00 0.40 8/12 8/12 8/12 8/12 8/12 8/12 8/10 + 0.00 + 3.25 + 5.25 8/12 8/12 8/12 8/12 8/12 8/10 2/20 8/12 5.00 POTONGAN SECTION D - D S,A K. TIDUR K. TAMU K. TIDUR K. MAKAN DAPUR K. M T.CUCI &WC & D D C C 3.50 DENAH PLAN S,A 2.20 1.50 2.50 2.50 1.50 2.50 3.50 1.80 RENCANA ATAP ROOF DESIGNS,A

8/10 8/12 8/12 8/12 8/12 8/12 8/12 8/10 1.00 3.60 3.60 1.00 1.00 5.00 1.00

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