Shepherd Barn FINAL SHOPS estamped 23aug22SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions1 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions1 of
Isometric Frames
nts
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions2 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions2 of
New Shed
New
Replacement
Ell
Complete Plan View37'-1"5"N
3/16” = 1’ 0”
Main Bent 1
Main Bent 2
Main Bent 3
Main Bent 438'-0"2'-0"13'-2"11'-8"13'-2"16'-1"12'-0"
28'-1"
12'-10"
21'-6"13'-6"10'-9"12'-0"12'-0"13'-1"
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions3 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions3 of
Complete Roof View
3/16” = 1’ 0”
See Page S8
for new addition
roof details
Main Frame roof 3x8 rafters 16” on Center
All plates 7x7
Pentagonal ridge
every other rafter soffit tenoned into ridge.
Infilled rafters nailed to ridge
3’-0”
7x7
7
x
7
Purlin Plate
5'-10 9/16"38'-0"
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions4 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions4 of
Bent 1 Main (view from North)
1”/4 = 1'0"
Bent 2 Main (view from North)
3/8" = 1'0"
Original tie repaired
with .5”x6x 72” steel plate
This wall mostly rebuilt, w/new studs and girts
Posts are original, repaired in yellow
7x7
6x67x7
3
x4 3x57x7
7x9
7x7
4x
6
3x5
7
x
7
Main posts flair to
12” over 48”
6x6
New 3x8 Oak sill
4'-0"
Restored 4’ braces
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions5 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions5 of
Bent 3 Main (view from North)
1/“4 = 1'0"
Bent 4 Main (view from South)
1”/4 = 1'0"
7x10
7 x 7
7x7 7x73x57x7
7x7
4x
6
3x5
7
x
7
Main posts flair to
12” over 48”
7x8 plate
7x8
purlin
3
x
4
Restored 4’ brace
DRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn AdditionsDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions6 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions6 of
Isometric Views NEW
nts
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions7 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions7 of
R.O. TBD R.O. TBD
R.O.s TBD
Shed Plan View
1/4” = 1’ 0”
3 9/32"3"3"13'-6"8"10'-9"3'-5 1/4"Ell Plan View
1/4” = 1’ 0”
Existing
Barn
Existing Barn
N
Arrows denote
Reference faces
10'-9"13'-6"N
B B
1 2 3
A A
D D
C E
4 5 6 7
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions8 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions8 of
Roof Plan Shed
1/4" = 1'0"
Roof Plan Ell
1/4" = 1'0"
2'-0"
3'-1"
3
x
5
6x9
3
x
5
6x9
6x9
6x9
6x9
typ.
typ.
typ.
N
N
Half lap
1/3/4” peg
ea.
B B
1 2 3
A A
E E
C C
4 5 6 7
D D
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions9 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions9 of
Bent 4 Shed (view from North)
3/8" = 1'0"
6
x
6
6
x
6
6 x 9
3 x 5
3
x
3
3 x 8 White Oak Sills
6
x
6
3 x
5
12
4
Bent 6 Shed (view from North)
3/8" = 1'0"
6'-9"
6
x
6
6
x
6
6 x 10
3 x 53
x
3
6
x
6
3 x
5
6'-9"
8"No Stem wall here
Pilaster under this post
Bent 7 mirrors 4 Bent 5 mirrors 63"13'-8 1/8"10'-4"8"7'-0"14'-4 1/16"9'-8"4'-7"3 x 8 White Oak Sills
R.O. TBD
C E C E
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions10 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions10 of
Pocket Door/ Bent 5 (from South)
1/2” = 1'0"
1” trim, Door track mounted here
1” sheathing
Sliding barn door 2-1/4” wide
8
x
86
x
6
6x10
6
x
6 Gap for 1” sheathing to create pocket
6
x
6
2x ledger bolted over sheathing
Main frame post
8"
4”
12”5"3x5 3x5
3
x
3
3x8 White oak Sill
14'-6 1/1
6
"
R.O. TBD
Brick curb
12'-10"
1 1/2"
No Stem wall
Pilaster under this post
2x ledger bolted over sheathing
and into mainframe posts
with GRK RSS
3/8”x 6”
4per post
Total ct. 16
4”
12”
GRK RSS
3/8”x 6”
GRK RSS
3/8”x 8”
GRK RSS
3/8”x 6”
1-1/2” x 5
Full Tennon
2/ 3/4” pegs
8"3"7'-0"2'-6"
E C
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions11 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions11 ofShed Wall C (view from out)
1/4" = 1'0"
Shed Wall A (view from out)
1/4" = 1'0"
Note: 9 3/4” stem wall not shown 10'-3"14'-3 5/32"8"12'-0"13'-1"12'-0"
1-1/2”x 5”
Tenon
1/3/4” peg
typ.
2'-6"
23'-10"
15'-10"3"6x9
12'-0"12'-1"
6x9
6x9
3x8 white oak 3x8 white oak3x53
x
3
3
x
3
3
x
3
4 5 6 7
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions12 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions12 of
6
x
6
6
x
6
6 x 9
3 x 53 x 5
9
12
Ell Bent 1 & 2 (view from West)
3/8" = 1'0"
6
x
6
6
x
6
6 x 9
3 x 53 x 5
9
12
3
X
6
3
X
6
Ell Bent 3 (view from out)
3”/8 = 1'0"
3x8 white oak10'-4"1'-0"11"8'-
9
3
/
1
6
"11"8'-7"9'-4"2'-6"
8'-
9
3
/
1
6
"3 7/16"3 1/8"10'-4"B A A B
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions13 of 13
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE05.03.22CLIENTHistoric Northampton46 Bridge RoadNorthampton, MA 01060 PROJECTShepherd Barn Additions13 ofEll Wall B (view from out)
3/8” = 1'0"
Ell Wall A (view from out)
3/8" = 1'0"
10'-6"11'-0"
2'-6"
R.O.
TBD
R.O.
TBD
6
x
6
3
x
3
3x3
6x9
6
x
6
6
x
6
3x8 white oak
6
x
6
3
x
3
6x9
6
x
6
6
x
6
3x8 white oak
2'-0"3x5 3x5 9'-8"9'-8"10'-9"10'-9"
2'-6"2'-4 1/2"2'-7 1/2"2'-6"
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE04.07.2021CLIENTHistoric Northampton46 Bridge StreetNorthampton, MA 01060 PROJECTShepherd Barn RestorationPROJECT NO.xx1 of 2
Bent 2 (View from NW)
1/4" = 1'0"
Section cut
1
S2
2
S2
1
S2
Grade
4”x8” White Oak sills
3
S2
Rafter repaired
by replacing
rotten ends and sister ed
Notes:
-All posts will need new scarfed feet
or be replaced entirely.
-Scarfs will be set at varying heights
with scarf blades alternating orientation.
-New additions not shown here. Slab height
in new sections to be built coplanar with
finished wood floor height of the main barn.
SDRAWN BY AMSRE-ISSUEMM.DD.YYISSUE04.07.2021CLIENTHistoric Northampton46 Bridge StreetNorthampton, MA 01060 PROJECTShepherd Barn RestorationPROJECT NO.xx2 of 2
Repair details
3/4” peg
ref 11/2”,2”
3/4” peg
ref 1 1/2”,2”
6” GRK washer head screws
Countersunk and
plugged if on visible face
8 count per scarf
1/2” anchor bolt 1/2"2 courses 1” rough cut air-dried
hemlock boards, square edged
1.5”x3” hemlock sleepers
Moisture membrane
under sleepers
4” reinforced concrete slab4" 2”x30” Simpson STHD14RJ nail strap
embedded in concrete for
each exterior post
10 count 2’10”3"
3"1/2"Isometric view
Side view
Isometric view
Side view
8"3 1/2”S2
2 Post Foot Scarf
Scale: 1”/2” : 1' S2
1 Scarf Repair Horizontal
Scale: 1/2” : 1'
S2
3 Floor Detail
Scale: 1” : 1'
2"4"2'-10"4"
Notes:
-Anchor bolts to be set within 12” of any corner or doorway cut
and spaced no greater than 6’ apart.
-Anchor bolts to be drilled and epoxied in to place with structural epoxy
when timber sills are installed.
-Simpson STHD14RJ 1 per each exterior post, to be set in concrete
during pour of foundation stem wall.
-Slab will be thickened under two middle posts.
Add locator pin on post center, epoxied in place during post repair. 2"2"2"2"6"
4"
6"
9.5°off
square
8"