C C A A B B A A FLOOR PLAN ROOF PLAN C C B B SCALE 1:50

Transcription

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
121.9
Stud 2"x4"
Point de référence pour l'installation à l'angle extérieur du triple
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
No 1
Shelter Delegate IFRC
120.7
1.2
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)
view
485.3
1.2
19.7
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
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
Double stud 2"x4" (door)
(double montant - porte)
(dressed timber)
SCALE 1:50
Date : 20.05.10
Dess.: P. Panosetti
Drawing title: SECTION B-B & C-C
No 2
(niveau supérieure faîtière)
top of ridge beam
SECTION B-B
120.1
+3.589
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
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)
top of ridge beam
SECTION C-C
3.8
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)
sol existant
existing ground
+0.152
35
25
60
niveau de fouille
bottom digging
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)
SCALE 1:50
Date : 20.05.10
(dressed timber)
Dess.: P. Panosetti
Drawing title: SECTION A-A & VIEW 1
No 3
DETAIL 3
SECTION A-A
ridge beam 2"x6"
(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)
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
top of stud
24
8(8
15.2
+3.589
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
top of ridge beam
+3.589
0
120
24
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
(dressed timber)
SCALE 1:50
Date : 16.05.10
Dess.: P. Panosetti
Drawing title: VIEW 2 & VIEW 3
No 4
top of ridge beam
+3.589
VIEW 2
120.1
CGI return 10 cm and
fixed on rafter
fixed on rafter
358.9
ventilation
238.8
plywood 4x8 feet (4 pieces)
15.2
sol existant
existing ground
+0.00
top of ridge beam
485.3
+3.589
VIEW 3
fixed on rafter
sol existant
existing ground
+0.00
15.2
358.9
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)
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)
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
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
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)
L= 30 cm both side of truss
L= 30 cm both side of truss (gable ends)
365.8
Truss with timber 2"x4" (dressed 1 21 "x321 ")
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 ")
(dressed timber)
SCALE 1:5
Date : 20.05.10
Dess.: P. Panosetti
Drawing title: DETAILS 1 & 2 : CORNER STRUD
No 6
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)
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
Plywood width 12 mm
(panneaux contreplaqué)
(sol intérieur fini)
inside floor
+0.152
Triple Stud 2"x4"
(1.5"x3.5" dressed)
Edge board : 2"x6"
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
(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
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)
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")
(dressed timber)
Date : 20.05.10
SCALE 1:10/1:5
Dess.: P. Panosetti
Drawing title: DETAIL DOOR (dressed timber)
No 8
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)
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
(dressed timber)
Date : 20.05.10
Dess.: P. Panosetti
Drawing title: DETAILS DOOR VIEW
9.7 5.1
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)
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
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
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
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

C C A A B B A A FLOOR PLAN ROOF PLAN C C B B SCALE 1:50

Transcription

Documents pareils

tableau des abréviations utilisées dans le hall de poker

Product details

LAMBRIS Décoratifs

LAMBRIS Décoratifs

Intramuros - Association Libre ARTbitre

programme / schedule

Initiation au montage vidéo avec Final Cut Pro 7

DECLARATION DE NAISSANCE CHEVAL MINIATURE – Année 2016

SUPAFIL Timber Frame

PASADENA Total: 3420 pi2