Core wooden frame shelter - 18 m2

Dess.: P. Panosetti

Drawing title: FLOOR & ROOF PLAN

61(2')

(4')

61 (2')

61 (2')

(4')

120.7

61(2')

61 (2') 59.8 121.9 (4')

center line in the middle of the double stud, rough or dressed timber axe positionné au milieu du double montant, bois brut ou calibré

365.8

57.2 100

61 121.9

61

Corner triple stud 2"x4" (Tripe montant d'angle)

stud 2"x4" (montant)

93.2 205

Double stud 2"x4" (Double montant)

61

365.8

C plywood 4'x8' - width 12mm (contreplaqué - ép. 12mm)

24.9

Double stud 2"x4" (Double montant)

1.2

DETAIL 1

1 8 foundations intermediary dim. 40x40x25 - depth 60cm (8 fondations intermédiaires dim. 40x40x25 - prof. 60cm)

61

(4')

Plywood 12 mm

center line in the middle of the double stud, rough or dressed timber axe positionné au milieu du double montant, bois brut ou calibré

121.9

Stud 2"x4"

Point de référence pour l'installation à l'angle extérieur du triple montant, bois brut ou calibré

view

61

middle studs installed at center line @ 61cm / 2 feet, rough or dressed timber

(4')

C

Reference point for the installation on the external angle of triple stud, rough or dressed timber

1.2

57.2 100

montants centraux installé à l'axe 61cm / 2 pieds, bois brut ou calibré

B

121.9

1.2 59.8

61 (2')

61(2')

AA

Reference point for the installation

61 (2') 485.3

121.9 (4')

61 (2')

61(2') 59.8

B 1.2

(4')

1.2

59.8 61 (2') (4') 121.9

121.9

FLOOR PLAN

121.9

3

1.2

A

view

61

plywood 4'x8' - width 12mm (contreplaqué - ép. 12mm)

No 1

Shelter Delegate IFRC

120.7

1.2

Reference point for the installation

SCALE 1:50

Date : 20.05.10

(dressed timber)

1.2

2

Corner concrete foundations dim. 40x40x25 - depth 60cm (Fondations béton dim. 40x40x25 - prof. 60cm) Reference point for the installation

view 485.3

1.2 19.7

plywood 4'x8' - width 12mm (contreplaqué - ép. 12mm)

121.9 (4') 61(2') 61 (2')

121.9 (4') 61 (2') 61(2')

(4')

ROOF PLAN

120.7 59.8 61 (2') 121.9 (4')

121.9

rafter 2"x4" (chevron)

truss 1 2"x4" (ferme 1)

truss 2 2"x4" (ferme 2)

truss 3 - 2"x4" (ferme 3)

ridge beam 2"x6" (faîtière)

121.9 121.9

rafter brace 2"x6"-L=290 (contreventement chevrons)

C plywood 4'x8' - width 12mm (contreplaqué - ép. 12mm)

batten 2"x4" (latte)

(4')

365.8

(4')

C

timber 45 degree corner brace 6"x2"

rafter 2"x4" (chevron)

1.2

80

rafter 2"x4" (chevron)

120.7 61 (2') 59.8 121.9 (4')

Stud 2"x4" (montant)

batten 2"x4" (latte)

rafter brace 2"x6"-L=290 (contreventement chevrons) batten 2"x4" (latte)

Corner triple stud 2"x4" (triple montant d'angle)

A

1.2

B Double stud 2"x4" (double montant d'angle)

batten 2"x4" (latte)

B plywood 4'x8' - width 12mm (contreplaqué - ép. 12mm) Double stud 2"x4" (door) (double montant - porte)

Core wooden frame shelter - 18 m2

(dressed timber)

SCALE 1:50

Date : 20.05.10 Dess.: P. Panosetti

Drawing title: SECTION B-B & C-C

No 2

Shelter Delegate IFRC

(niveau supérieure faîtière) top of ridge beam

SECTION B-B

120.1

+3.589

Reference point for the installation inside floor

sol existant existing ground

+0.152

224

35

foundations 40x40x25 depth 60cm (fondations 40x40x25 prof. 60cm)

25

60

niveau de fouille bottom digging

Reference point for the installation

3.8

15.2

+0.00

wall bracing 2"x2" (contreventement)

15.2 105

295

231.2

205

wall bracing 2"x2" (contreventement)

strap 1 inch on each rafter and truss (ruban connecteur sur chaque chevron et ferme)

10.9

114.8

3.8

3.8

3.8

+2.35

10.9

(niveau montant et assise lisse haute / sablière) top of stud

5

-0.65

40

40

40

40

40 foundations 40x40x25 depth 60cm (fondations 40x40x25 prof. 60cm)

(niveau supérieure faîtière) top of ridge beam

SECTION C-C

3.8

(niveau montant et assise lisse haute / sablière) top of stud

120.1

+3.589

strap 1 inch on each rafter and truss (ruban connecteur sur chaque chevron et ferme)

noggin 2"x4" (traverse)

Reference point for the installation sol existant existing ground

+0.152

35 25

60

niveau de fouille bottom digging

Reference point for the installation

inside floor

3.8

+0.00

116.4

15.2 105

295

231.2

wall bracing 2"x2" (contreventement)

114.8

115

358.9

3.8

+2.35

5

-0.65

40

40

40

40

40

foundations intermediary 40x40x25 - depth 60cm (fondations intermédiaires 40x40x25 - prof. 60cm)

Core wooden frame shelter - 18 m2

SCALE 1:50

Date : 20.05.10

(dressed timber)

Dess.: P. Panosetti

Drawing title: SECTION A-A & VIEW 1

No 3

Shelter Delegate IFRC DETAIL 3

SECTION A-A

ridge beam 2"x6" (faîtière)

(niveau supérieure faîtière) top of ridge beam

I CG

65

114.8

top plate 2"x4" (sablière)

triple stud 2"x4" (each corner) (triple montant à chaque angle) noggin 2"x4" (traverse)

edge board 2"x6" (planche d'arrêt)

inside floor

+0.152

bottom plate 2"x4" (lisse basse) slope 3% (pente) drainage 30x30x30

25

60

15.2

105

15.2 105

295

26.9

3.8

100

3.8 63 °

DETAIL 4

° 63

235

231.2

358.9

strap 1 inch for 2 external trusses (ruban connecteur fermes s/pignons)

stud 2"x4" (montant)

Reference point for the installation sol existant existing ground +0.00 slope 3% (pente)

batten 2"x4" (lattes)

0

3.8 10.9

65 8 .9

24

bottom chord truss 2"x4" (l'entrait)

8 .9

wall bracing 2"x2" (contreventement)

niveau de fouille bottom digging

65 8 .9

3.8 11.4

ft)

8.9 95.6

3.

3.8

+2.35

120.1

(niveau montant et assise lisse haute / sablière) top of stud

24

8(8

15.2

+3.589

Reference point for the installation

5

-0.65

40

compacted soil (remblais compacté) concrete 1:2:4 (béton 1:2:4) compacted sand (sable compacté)

40

40 365.8

1.2

DETAIL 2

1.2 for hurricane strap detail, see drawing No 5 :truss detail voir plan No 5, détail ferme, pour plus de détail concernant les rubans connecteurs anti-ouragan

1"x6"ridge beam

(niveau supérieure faîtière) top of ridge beam

+3.589 0

120

24 (niveau montant et assise lisse haute / sablière) top of stud

VIEW 1

4

5

+2.35 6

358.9

26.9 center sheet plywood is to be fixed to both truss and wall frame to increase bracing capability 2

238.8

1

4 pieces of plywood 4'x8' to be cut in 6 pieces

3

4 panneaux de contreplaqué 4'x8' coupés en 6 panneaux

15.2

sol existant existing ground

60

+0.00

1.2

panneau central fixé sur la ferme et l'encadrement des murs pour amélioré le contreventement

365.8

1.2

Core wooden frame shelter - 18 m2

(dressed timber)

SCALE 1:50

Date : 16.05.10 Dess.: P. Panosetti

Drawing title: VIEW 2 & VIEW 3

Shelter Delegate IFRC

No 4

(niveau supérieure faîtière) top of ridge beam

+3.589

VIEW 2 120.1

CGI return 10 cm and fixed on rafter

CGI return 10 cm and fixed on rafter

358.9

ventilation

238.8

plywood 4x8 feet (4 pieces)

15.2

sol existant existing ground

+0.00

(niveau supérieure faîtière) top of ridge beam

485.3

+3.589

VIEW 3 CGI return 10 cm and fixed on rafter

sol existant existing ground

+0.00

15.2

358.9

CGI return 10 cm and fixed on rafter

Date : 20.05.10

(dressed timber)

60

No 5

2.54

Dess.: P. Panosetti

Drawing title: TRUSS & DETAIL No 3 (dressed timber)

Shelter Delegate IFRC

3 8.9

9.7

65 73

8.9

0

.9

nails (clous) 2"

DETAIL 3 : Ridge beam 1:5

65 8.9

73

.9

Batten 2"x4" (lattes) I : Rafter 2"x4" (chevron)

I

65 7

hurricane strap 20mm / nails 2" & 1" (ruban connecteur anti-ouragan clous 2" & 1" pour faîtière)

DETAIL 3

CGI (tôle ondulée)

8.9 7 . 4 8.6

Ridge beam 6"x2" (planche faîtière) IV : Diagonal Strut 2"x4" (contrefiche)

3.9

hurricane strap 20mm L= 60 cm - around diag. strut

0

V : Diagonal Strut 2"x4" (contrefiche)

Rafter brace 2"x4" (contreventement)

hurricane strap 20mm L= 80 cm - around truss rafter

IV VII

VII : Strut 2"x4" to fix plywood over gable ends (montant pour fixation contreplaqué sur pignons)

V VII

335

Rafter brace 2"x4" (contreventement)

II

II : Rafter for Truss 2"x4" (grand chevron)

45°

30° 8.9

8.9

II

26.9

truss / nails 3" & 5" (ferme / clous 3" & 5")

VI

104.5

24

VI : Vertical Strut 2"x4" (poinçon)

95.6

hurricane strap 20mm L= 80 cm - around rafter

III

10.3

°

1.47

WOODEN TRUSS dressed timber Scale : 1:20 24

SCALE 1:20/1:5

15.24

Core wooden frame shelter - 18 m2

10.27

4.97

hurricane strap 20mm / L= 80 cm - around ridge beam and fix on vertical stud 3.81 (ruban fixé autour faîtière et nails (clous) 1" fixé sur poinçon)

III : Bottom chord 2"x4" (traverse ou l'entrait)

hurricane strap 20mm L= 30 cm both side of truss

hurricane strap 20mm L= 30 cm both side of truss (gable ends)

365.8

Truss with timber 2"x4" (dressed 1 21 "x321 ")

hurricane strap 20mm L= 30cm (middle truss) & 40cm (gable ends) both side of truss

top plate 2"x4" (sablière) stud 2"x4" (montant)

Ferme bois en section 2"x4" (calibré 112 "x312 ")

Core wooden frame shelter - 18 m2

(dressed timber)

SCALE 1:5

Date : 20.05.10 Dess.: P. Panosetti

Drawing title: DETAILS 1 & 2 : CORNER STRUD

No 6

Shelter Delegate IFRC

2 bottom plate 2"x4" (1.5"x3.5" dressed) (lisse basse)

DETAIL 1 Concrete foundation 1:2:4 /40x40x25 cm (fondation en béton 1:2:4) Edge board 2"x6" (1.5"x5.5" dressed) (planche d'arrêt-contreventement) Plywood width 12 mm (panneaux contreplaqué)

niveau sol intérieur inside floor +0.152

Stud 2"x4" (1.5"x3.5" dressed) - (montant)

Reference point for the installation

3.8 3.8

3.8

bottom plate 2"x4" (1.5"x3.5" dressed) (lisse basse)

3.8

8.9

3.8

Stud 2"x4" (1.5"x3.5" dressed) (montant)

2

Edge board 2"x6" (1.5"x5.5" dressed) (planche d'arrêt-contreventement)

Plywood width 12 mm (panneaux contreplaqué)

(sol intérieur fini) inside floor +0.152

Triple Stud 2"x4" (1.5"x3.5" dressed) Reference point for the installation

Edge board : 2"x6"

Edge board 2"x6" (1.5"x5.5" dressed) (planche d'arrêt-contreventement)

15.2

hardcore/soil and tarpauline in the bottom

existant existing +0.00

35

Bottom plate 2"x4" (1.5"x3.5" dressed)- (lisse basse)

Bottom plate 2"x4" (1.5"x3.5" dressed) (lisse basse)

60

Soil compacted (remblais compacté)

25

Concrete foundation 1:2:4 /40x40x60 cm (fondation en béton 1:2:4)

3.8 3.8

Nails 5 inches (2 pcs on each side) (2 clous sur chaque coté)

8.9

fond de fouille digging depth -0.65

5

compacted sand (sable compacté)

15.6

8.9 40

15.6

SECTION 2

Core wooden frame shelter - 18 m2

(dressed timber)

Drawing title: DETAILS No 4 - TRUSS CONNECTION

CGI 8'x3'3" (tôle ondulée) Rafter 2"x4" (chevrons)

Rafter brace 2"x4" (contreventement chevrons)

Date : 20.05.10

SCALE 1:5

Dess.: P. Panosetti

No 7

Shelter Delegate IFRC

TYPICAL STUD WALL FIXING DETAIL AND TRUSS CONNECTION hurricane strap 20mm / L= 80 cm - fix ed around truss rafter and on stud (ruban connecteur fixé autour grand chevron de la ferme et sur montant) nails 4"skewed through / top plate to the stud (clouage en croisé / lisse haute au montant) Batten 2"x4" (lattes)

Ceiling joist 2"x4" (l'entrait ou traverse)

Top plate 2"x4" (Lisse haute - sablière)

hurricane strap 20mm L= 80 cm - around rafter and fix on stud (ruban connecteur - autour chevron et fixé sur montant)

corner triple stud 2"x4" (triple montant d'angle)

hurricane strap 20mm / nails 2" & 1" (ruban connecteur anti-ouragan clous 2" & 1" pour faîtière) truss / nails 3" & 5" (ferme / clous 3" & 5")

Core wooden frame shelter - 18 m2

(dressed timber)

Date : 20.05.10

SCALE 1:10/1:5

Dess.: P. Panosetti

Drawing title: DETAIL DOOR (dressed timber)

No 8

Shelter Delegate IFRC

DRESSED TIMBER STRUCTURE (BOIS CALIBRE STRUCTURE)

PLAN - Scale : 1:10

Opening leaf 203 x 93 cm (Ouvrant)

finish inside floor (sol fini intérieur)

door frame 4"x1" (cadre de porte)

+0.152 plywood 7/16” thick (12mm) (contreplaqué)

5 mm gap gauged by door hinges supplied

0.5

93

DETAIL I

door barrel bult latch 4" with padlock clasp (2 pieces) (verrou à pêne rond avec fermoir)

0.5

double stud 2"x4" (double montant)

stud 2"x4" (montant) jamb 1"x1" (butoir)

3.8

55.2

3.8

DETAIL I : door barrel latch Scale : 1:5

3.8

94

24.1

double stud 2"x4" (double montant)

121.9 (4')

61 (2')

61 (2')

existing soil (existant extérieur)

view

± 0.00

Core wooden frame shelter - 18 m2

(dressed timber)

Date : 20.05.10 Dess.: P. Panosetti

Drawing title: DETAILS DOOR VIEW 9.7 5.1

Shelter Delegate IFRC

SCALE 1:10 No 9

ventilation 1.5

15

5.1

2"x4"

VIEW Scale : 1:10

2"x1"

219.8

231.2

203

205

DRESSED TIMBER BOIS CALIBRE

Hinge 3" 3 pieces (charnières)

94 0.5

0.5

20

(sol intérieur) inside floor top of edge board inside floor +0.152

93

0.5

SCALE 1:10/1:5

Date : 20.05.10 Dess.: P. Panosetti

Drawing title: DETAILWINDOW PLAN & VIEW (dressed timber)

Shelter Delegate IFRC

No 10 DETAIL II : barrel bolt latch Scale : 1:5 (verrou)

PLAN - Scale : 1:10 Opening leaf (ouvrant) 99 x 55.4 cm

± 0.00

view

stud 2"x4" (montant)

barrel bolt latch 3" (verrou à pêne rond) 61 (2')

0.5

1"x1" (butoir)

61 (2')

17

17

10.7

2"x4"

screws (1") to be countersunk flush with plywood Hinge 2" (charnières) 4"x1" timber frame

stud 2"x4" (montant)

double stud 2"x4" (double montant)

10.7

15

55.4

1.2

plywood 7/16" (12mm) (contreplaqué) windows frame 2"x1" (cadre de fenêtre)

16

61 (2')

2.6

plywood 7/16” thick (12mm contreplaqué)

finish inside floor (sol fini intérieur)

Hinge 2" (charnières)

+0.152 0.5

existing soil (existant extérieur)

57.2

0.5 5.1 9.7 5.1

DETAIL II

VIEW - Scale : 1:10

100 99

DRESSED TIMBER BOIS CALIBRE

+1.202 55.4

15

(dressed timber)

114.8

Core wooden frame shelter - 18 m2

Bundle J : Truss Rafter 2" x 4" x 8' - 2 pack of 3 pieces per shelter

Bundle I : Rafter 2" x 4" x 8' - 3 bundles x 4 pieces = 12 pieces 240.00

3.84

cut

240.00

cut 243.84

(8')

243.84

8.97

(8')

Detail

° 60

(8')

° 60

5.13

234.87

234.87

60

Bundle K : Bottom chord 2" x 4" x 12' - 1 bundle x 3 pieces = 3 pieces

°

cut

0 12

4

10

2 .5

7

30°

cut

.2 7

15 1 .4

335 30°

15

°

8.07

Detail truss rafter cutting scale 1:5

365.76 (12')

Bundle L :Struts 2" x 4" x 12' - 1 bundle x 3 pieces = 3 pieces Piece 1

cut

cut

cut

5° 10

°

45°

75 °

95.60

95.60

95.60

95.60

45°

84.39

84.39

73.12

Piece 2

cut

cut

CUTTING PIECES DETAILS

cut 75

°

°

1

° 05

75

75

45°

cut

45°

75

73.12

°

73.12

84.39

84.39

Piece 3

73.12

73.12

84.39

cut

95.60

50.79

59.68

HAITI EQ OPERATION

73.12

cut

45°

cut

95.60

84.39

cut

cut

45°

cut

cut

45°

cut

(different cutting as below)

59.68

50.79

50.79

59.68

59.68

50.79

Core wooden frame shelter 18 m2 (dressed timber) Drawing title: TIMBER CUTTING FOR TRUSS AND RAFTERS Scale : 1:20 Date : 20.05.10 Dess.: PP

dressed timber

(latte) ridge beam 2"x6". (faîtière). A. 2. 3. 1. FLOOR PLAN. ROOF PLAN rafter brace 2"x6"-L=290. (contreventement chevrons) rafter brace 2"x6"-L=290.

486KB Sizes 5 Downloads 153 Views

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