GH Res Roof plan7:12
7:12
7:12
3.5:12
10:12
7:12
3.5:12
3.5:12
4.5:12
10:12
10:12
10:12 10:12
10:12 10:12
10:1210:12
10:12
10:12
10:12
5:12
10:12
10:12
3.5:12
3.5:12
5:12
3.512
field verify
12:12
7:12
1'-
4
"
overhang ty
p
.
IKO Cambridge 30 year
fiberglass single
IKO ice & water shield at
all eaves and valleys
5/8" zip roof sheathing system
vented soffits and ridge
where appropriate
all rafters and roof trusses
pitch from 9'1"unless otherwise noted
set trusses on 8'1" wall
2x8" porch rafters 24" 0n center
span 12'8"
2x6 ceiling joist
set on headers @8' above F.F.
4 x 6" exposed beam sloped ceiling
4' on center, 12'6" span
2x6" t&g finished ceiling-roof deck
single roof
2x8" porch rafters 24" 0n center
span 8'6"
2x6 ceiling joist
set on headers @8' above F.F.
Stick built dormer
built over truss roof
Stick built dormer
built over truss roof
Trusses
set on walls 8'1" above F.F.
Garage overhang
2x6" rafters 24" 0n center
span 4'
2x4 ceiling joist
set on headers @8'6" above F.F.
24'-7"
18'-
9
1/2
"
15'
-
1
1/4
"11'-1
1/8"
11'-1
1/8"
10
'
-
3
"
13
'
-
9
"
29
'
-
0
"
30
'
-
6
"
15'-7 1/2"
Engineered Roof Trusses
by Truss Engineering Corp.
12" raised heal
16" overhang
24" on center
set on 9'1" 2x6"wall
framed on 24"centers
unless otherwise noted
Stick built
cricket
Drawing No.
Scale
Project IDProject Manager
Drawn By
Reviewed By
Date
CAD File Name
A 4.1
1/4"=1'
371ghjeffrey bott
jeffrey bott
Date
Greer Helmuth 9
of
Drawing Title
Project Title
Roof Plan
Greer Helmuth Residence
158 Baker Hill Road Ext.
Northampton, MA
Consultant
Design Firm Jeffrey Bott Contracting
32 Pine Street
Florence, MA 01062
413 584 6251
No.Date Revision NotesAppr
No.Date Issue Notes
Preliminary not for constructionA3/10/11
Issue Note
Preliminary- not for construction
B 4/12/11
for building permitC5/18/11
Sumitted for building permitD6/6/11