HomeMy WebLinkAboutPermit Building 2018-06-20® 244'0 1/41, 690 Anderson Lane : Residential Neighbor
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244'0 1/4" Gravel Dane for access to 661 Anderson Ln
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Notes
Minus Compacted
Gravel Base - 4"
2. Moisture Barrier Below
Gravel Base
Project Name
18X36 Gambrel Barn With Lean -To
Project Manager Name / Project Location /Contact
Matthew G. White / 672 Anderson Lane
541-304-3951 matthewgwhite@gmail.com
shee[Number Sht-3:1/4"=1" I Sheet Title
2D: Base /Sub Grade
Notes
1. Moisture Barrier
`compacted 3/4"
Minus Gravel Base
K36 Gambrel Barn With Lean -To
Project Manager Name / Project Location /Contact
Matthew G. White / 672 Anderson Lane
541-304-3951 matthewgwhite@gmail.com
sheet Number Sht-4 :1/2"=1" 1
Sheet Title 3D: Base
mil
Notes
W X 6" D minimum
gravel draingage base
surrounding entire
building
2. Barn Stem Wall
3. Blockout for Doors
4. Lean-to Stem Wall
1
Project Name
18X36 Gambrel Barn With Lean -To
Project Manager Name / Project Location /Contact
Matthew G. White / 672 Anderson Lane
541-304-3951 matthewgwhite@gmail.com
Sheet Number Sht-5:1/4"=1" I sneer Title 2D:
Foundation /Stem
Notes
abeu �
Bele rade
2. 12' W z f "jmi Footings
�fy GoNcszETE FOl!>Jfl�TION Srrew ry wait- 9 placed on solid earth
1OE7., Zo%7 o2.SL 1 3. Excavated area for
�� ��-'n� ��-�•t•�•< <� 5� �,T���'�i ,�-, ,------r,� $ footings and foundation
a 4. Moisture [Weed
= Barrier
-- % 5. 4" Compacted 3/4"
Minus Gravel Base
6.-gf6"6Horizontal Rebar
@ 24" spacing in
Footer
7. e/8"'tiertical Rebar at
24" Spacing
1
S. Gi8BE Horizontal Rebar
at 24" Spacing 6 1/2"
Below Stem Wall Top
9. 1/2" X 10" J bolt to seat
sill plate to stem wall
spaced @ 4' OC and
Air C
+r + % no greater then 12"
ir 10 y
" � s z : � 'v -• :fig �' °� _ �" .` f.:" tn� S z. yyr �1 from edge. Minimum 2
-�'z.. "fie'i,..•' .r ms_ .o "FZ."t: . , ,t. -av �M;
►Z' NtN. a, ,,'. ' y _ lZ''r�tr,. per wall. 7" Embed
Depth Minimum
DEpr •+ PGrto 10.6" D X 1' W Gravel Pad
faa�f for DrainagE
Mao to Surrounding Entire
2017 OWZS Building
2 5
1�tfT�Ntt` Fl�ppn
FIN I�tt16p �+sex TO
pi0'iTOr" e F F oc]OT MC4
3
Frame 1 T' x 6'
Frame 3 - 2" e 5"
h
7
Frame 1 T' x 6'
Frame 3 - 2" e 5"
h
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Frame 1 T' x 6'
Frame 3 - 2" e 5"
Vvivi
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Vvivi
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Frame a Z' x 6"
_1 2
3
1. treated sill plate bolted to stem wall with 1!2" X 10" J bolts
2. Double 2X6" Bottom Plates
3. Double 2X6" Top Plates
4. 2X6" Studs
5. All nailing completed according to State Structural Specialty
Code: Table # 25-Q - Nailing Schedule: Frames constructed with
4 16D Framing nails. Galvinized nails to be used in treated lumber
Sill Plate
6, Triple 2X12 Header
7. Double 2X6 Header
trema a-rxa-
Frame fi - 2" x 4"
Notes
1. All nailing completed
according to State
Structural Specialty
Code: Table # 25-Q -
Nailing Schedule
1
Project Name
18X36 Gambrel Barn With Lean -To
Project Manager Name / Project Location !Contact
Matthew G. White / 672 Anderson Lane
541-304-3951 matthewgwhite@gmail.com
Sheet Number Sht-9:114"=1" I Sheet Title Framing -
Gambrel
3
1
2
0
Notes
1. Ribbed Metal Roof for
Lean-to - 29 Ga Steel
2. 23/32" Plywood
Sheathing APA Rated
for 24" OC for Flooring
3. Ribbed Steel attached
per manufacturer spec
with Wood Tek Screws
4. Decking attached with
Wood Screws at 12@
OC to [joists -
Construction adhesive
will also be run
between I Joists and
Decking
5. All nailing completed
according to State
Structural Specialty
Code: Table # 25-Q -
Nailing Schedule
Project Name
18X36 Gambrel Barn With Lean -To
Project Manager Name / Project Location /Contact
Matthew G. White / 672 Anderson Lane
541-304-3951 matthewgwhite@gmail.com
sheet Number Sht-10:1/4"=1" 1 Sheet Title
2nd Floor
2
Notes
1. 7/16 Structural
Sheathing with APA 24
OC Rating covered by
.344 Duratemp
Structural Siding
Panels attached with
8D nails to studs
spaced @ 6" OC on
edge, 12" OC in field
2. 29 Ga. Ribbed Steel
Roofing Panels
3 attached with 2" Tek
wood screws per to
j manufacturers spec -
12 screws @ panel
edge, 9 in field.
3. 1 X8 Exterior Trim
4. 36" w X 80" High Door
5. Rimboard for I -Joists
6 6. All nailing completed
4 according to State
Structural Specialty
Code: Table # 25-Q
Nailing Schedule
Notes
1. 1X8 Exterior Trim
2. Edge Flashing
attached with exterior
rated neopreme
her wood screw.
Notes
1. Lean-to roof
2. Door between barn and
lean-to 6'4" wide X 8'2"
high
k 112a;;z�ssaesc*tia4Vaatv A p IYas:�a�xa suassaes. as;4„. t.�
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Project Name
18X36 Gambrel Barn With Lean -To
Project Manager Name / Project Location / Contact
Matthew G. White / 672 Anderson Lane
541-304-3951 matthewgwhite@gmail.com
Sheet Number Sht-13:1/4"-1” sheet rine Elevation South
�3
Notes
1. Total Barn Height
below house height of
21'9" - highest point
14" universal ridge
flashing.
2. Vertical Wall Sitting on
12" Stem Wall 6" Above
Grade
3. House Wrap Under
7/16 Structural
Sheathing
Notes
1. Per Metal Sales MFG:
Spec of Ribbed Panel
Roofing System:
Inward Load: 81 PSF
Outword Load: 103
PSF
ht: .62 PSF
*Engineering Attached
3 Notes
1, 23/32 CDX or better
1 1 11 4 . Plywood Gussets
Mounted on both sides
of Truss. Gussets to
be glued with loctite PL
Premium Polyurethane
Construction adhesive.
Truss joints to be
nailed and clamped
until full cure is
reached (24 Hrs.).
Truss gussets to be
nailed to truss in 3
rows of 8 with 8D nails.
2. 67.5 DEG (29:12)
3. 22.5 DEG (5:12)
4. 2X6 #2 Douglas Fir
Truss Rafters
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� Notes
1. 23132 CDX or better
Plywood Gussets
Mounted on both sides
of Truss. Gussets to
be glued with loctite PL
Premium Polyurethane
Construction adhesive.
Truss joints to be
nailed and damped
until full cure is
reached (24 Hrs.).
Truss gussets to be
nailed to truss in 3
rows of 8 with 8D nails.
2. 67.5 DEG (29:12)
3. 22.5 DEG (5:12)
4. 2X6 #2 Douglas Fir
T Truss Rakers
1
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