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FASTENER SCHEDULE
30
psf
Faalener
Nwebw or spacing
Joist to sill or grinder, toe nail
8d Common
3
Bridging to joist, toe nail each end
8d common
2
Ledger strip
18d common
3 at each joist
1" x 6" subfloor or less to each joist, face nail
8d common
2
Over 1" x 6" subfloor to each joist, face nail
8d common
3
2" subtloor to joist or girder, blind and face nail
16d common
2
Sole plate to joist or blocking, face nail
16d common
16' o.c.
Top or sole plate to stud, end nailed
16d Common
2
Stud to sole plate, toe nail
8d Common
4
Doubled studs, face nail
t0d common
24" o.c.
Doubled top plates, face nail
10d common
18' o.c.
Top plates, lap and intersections face nail
16d common
2 or 3-10d common
Continuous header, two pieces
16d common
16" o.c. along each edge
Ce; ing joists to plate, toe nail
8d common
3
Continuous header to stud, toe nail
8d common
3
Ceiling joists, laps over partitions, face nail
16d conxnon
3 or 4 -10d common
Ceiling joists to parallel rafters, face nail
16d common
3 or 4-1od common
Rafter to plate, toe nail
8d common
3
1 -inch brace to each stud and plate, face nail
8d common
2
1" x 8" sheathing or less to each bearing, face nail
8d common
2
Over 1" x 8" sheathing to each bearing, face nail
8d common
3
Built -up corner studs
16d common ,
24' O.C.
Built -up girders and beams, of three members
20d common
32" o.c. at top and
bottom and staggered
2 ends and at each
splice.
Fastener
Number or Spacing
2 -inch Planks
16d common
2 each bearing
Studs to sole plate, end nail
16d corhmon
2 each end
Plywood and Particleboard Subflooring'
112"
6d Common, annular or
6" o.c. edges and
spiral thread
10' o.c. intermediate
5/8', 3/4"
8d Common or 6d annular
6' o.c. edges and
or spiral thread
10' o.c. intermediate
1 ", 1 i."
1 od Common or
6" o.c. edges and
8d annular or spiral thread
6" o.c. intermediate
112'
16 ga. galvanized wire staples, 3/8'
4" o.c. edges and
rnirwrwm crown
7' o.c. intermediate
5/8"
1 -5/8" length
2y,' o.c. edges and
4' o.c. intermediate
Plywood and Particleboard Root & Wall
Sheathing
112" or less
6d Common
6- o.c. edges and
12" o.c. intermediate
5/8" or greater
8d Common
6" o.c. edges and
12" o.c. intermediate
5/16" - 112'
16 ga. galvanized wire staples, 3/8"
4' o.c. edges and
min. crown. Length of 1' plus
8" o.c. intermediate
plywood or particleboard thickness
5/8' - 3/4"
2" o.c. edges and
5" o.c. intermediate
112' Fiberboard Sheathing'
1 -1 /2' Galvanized roofing nail
3' o.c. at edges
6d common wall
6" at other bearings
25/32" Fiberboard Sheprhirig"
1 -3/4' Galvanized roofing nail
3" o.c. at edges
8d common nail
6' o.c. at other bearings
1/2' Gypsur,r Sheathing
12 gage 1 -1 /4'
4' o.c. at edges
Large Head Corrosion- Resistive
8' o.c. at other bearings
Particleboard Siding
3/8 " -1/2"'
6d'
5/8 "'
8d'
3/4 '
8d'
1. Siding applies to five - eighths ( ) inch net wood sheathing or one -half I[%) plywood or one -half I[%)
particleboard sheathing.
2. Corrosion resistant nails spaced 6- inches on center at edge and 8- inches on center at intermediate
supporls. Nails shall have a minimum edge distance of % -inch.
3. Siding applied to studs spaced 16 -inch or center maximum.
4. Siding applied directly to studs spaced 24- inches on center maximum.
5. Use annular or spiral thread nails for combination subtloor-underlayment.
'Fiberboard sheatning may be stapled using 16 gage galvanized staples 1 -1 /8' long for 112" sheathing and
1 -1 /2" long for 25/32" sheathing. Staples to have minimum crown of 7/16' and spaced 3' o.c. at edges and
6" O.C. at other bearings.
GENERAL NOTES AND REQUIREMENTS
1. Coordinate and verify all dimensions and details with the
Architectural drawings.
2. It is the responsibility of the Builder to ensure compliance
with all local building codes.
3. These plans may not comply with some local codes regarding the
support of masonry on combustible construction. Use non-
combustible support where required by code.
4. These plans have not been sealed by a Professional Engineer.
Contact a local Professional Engineer or Design Traditions if
this is required.
5. Contact a Professional Engineer if changes are necessary to
these drawings, with respect to size, spans, height,
materials, configuration, or loading.
FOUNDATION NOTES
1. Foundations are designed to bear on residual soil or
engineered compacted fill with an allowable bearing pressure
of 3000 psf. Verify soil capacity at time of excavation. If
a lesser capacity is discovered, this foundation system is
void and must be re- designed.
2. Basement walls have been designed for soil having an
equivalent fluid pressure of 45 psf per foot of depth.
3. Compact backfill behind basement walls to a minimum of 90% of
Standard Proctor Density. Backfill shall be free of organics
and other deleterious materi ?ls. Brace all walls designed as
basement walls during backfilling until framing is in place.
Do not backf ill without bracing or other support at the top of
the wall.
4. Soils under footings to be at 98% Standard Proctor Density;
soils under slabs to be at 95% Standard Proctor Density.
5. Provide 12" minimum cover over footings, unless local frost
depth warrants a greater depth.
6. All construction on fill soils shall be reviewed by a
registered Geotechnical Engineer.
WIND BRACING
All corners of exterior walls shall be braced by one of the
following methods:
5/8 exterior plywood, blocked at all edges, full height
of wall, minimum 4' -0" wide
5/8" exterior gypsum sheathing, blocked at all edges,
full height of wall, minimum 4' -0" wide
1 x 4 diagona l let -in bracing, full height of wall,
installed at a 45 degree angle, connected to the top and
bottom plates
Bracing to be nailed in accordance with the Fastener Schedule.
DESIGN LOADS
Roof Loads:
Live Load = 20 psf
Dead Load = 10 psf
Attic Loads:
Live Load =
30
psf
(storage areas)
20
psf
(limited storage)
10
psf
(no storage)
Dead Load =
7
psf
3/8"
Main and Upper Level Floor
Loa (Is
(Incuding Exterior Decks):
Live Load =
30
psf
(sleeping rooms)
x 3.5
40
psf
(all other rooms)
Dead Load =
10
psf
L 4 x
Wind Load:
Standard Building Code Section 1205 for 80 mph
wind.
LINTEL SCHEDULE
Opening
Size
Lintel
Comments
up to 2'
-0"
3.5"x
3/8"
Flat Plate
5'
-0"
L 3.5
x 3.5
x 5/16
6'
-0"
L 4 x
3.5 x
5/16
Long
Leg
Vertical
7'
-0"
L 5 x
3.5 x
5/16
Long
Leg
Vertical
8'
-0"
L 5 x
3.5 x
3/8 F
Long
Leg
Vertical
9'
-0"
L 6 x
3.-, x
3/8
Long
Leg
Vertical
Notes: 1. Do not attach angles to wood headers.
2. Angles are designed to support veneer only.
3. Bear lintel 8" on masonry at each end.
4. Lintels shown are for 4" thick veneer.
STRUCTURAL WOOD FRAMING NOTES
1. All workmanship and materials shall conform with the National,
Design Specification for Wood Construction, published by the
National Forest Products Association.
2. Lumber for beams, headers, joists, and rafters shall be
Southern Pine No. 2, or equal, unless noted otherwise.
3. Glu -lam beams to be industrial appearance grade and have an
allowable extreme fiber bending stress of 2400 psi.
4. Laminated veneer lumber beams shall be Micro =Lam beams,
manufactured by Trus -Joist MacMillan, or equal.
5. Flitch plated beams shall be comprised of two pieces of
Southern Pine No. 2 of the size indicated on the plans, and an
ASTM A36 steel plate of the thickness shown on the plan, and
equal in depth to the actual size of the 2 x member. The beam
shall be through bolted with 1/2" diameter bolts in two rows,
staggered at 16" on center, with two bolts at each end.
6. Provide 1 x 4 diagonal bridging or solid blocking at 8' -0" on
center, maximum, in all floor joists.
7. Provide double joists under all non -load bearing partitions
parallel to the span of the floor joists.
8. Do not cut framing members for plumbing, electrical, or
mechanical without reinforcing the member to its original
capacity.
9. Lumber for 2 x 4 and 2 x 6 studs shall be Stud Grade Spruce -
Pine -Fir, or equal, unless noted otherwise.
10. Stud walls supporting two floors, ceiling, and roof loads
shall be 2 x 6 at 16" on center.7 all other walls to be 2 x 4
at 16" on center, unless otherwise noted. Stud walls up to
9' -0" tall to be blocked solid at mid - height. Taller walls to
be blocked solid at third points..
11. Balloon frame all two -story walls where lateral framing does
not provide mid - height bracing. If two -story walls have
exces5ilTe openings, use vertical steel flitch plates and /or
2 x 6 framing.
12. All headers and beams to be supported by built -up 2 x 's or
columns as shown on the plans. Support to be continuous to
foundation or other support below.
13. Bearing -type connections may be toe - nailed. All other
connections of structural members to be made using metal joist
hangers.
14. All k iee wall construction to be diagonally braced at 41-0" on
center, maximum.
15. All lumber in contact with masonry or concrete to be pressure
treated. Provide pressure treated lumber at all other
locations shown on the plans.
16. Pre - engineered wood trusses shall be designed by a
Professional Engineer and manufactured by a TPI member.
17. The truss manufacturer shall provide installation details for
all trusses, showing temporary and permanent bracing and
bridging locations.
GENERAL CONCRETE NOTES
1. All material and workmanship shall conform to ACI 318. All
detailing, fabrication, accessories, and placement of
reinforcing shall conform to the ACI Manual of Standard
Practice for Detailing Reinforced Concrete Structures.
2. Concrete shall be normal weight gray concrete and develop a
minimum compressive strength of 3000 psi at 28 days.
3. Reinforcing bars shall be deformed bars conforMing to ASTM
A615: Grade 40 for #3 bars.
Grade 60 for #4 and larger bars.
4. Lap all reinforcing bars 30 bar diameters, minimum. Provide
one corner bar, lapped 30 diameters each way, for each piece
of continuous reinforcing.
5. Welded wire fabric reinforcing shall conform to ASTM A185.
6. Lap welded wire fabric 6" minimum at all splices.
7. Where pipe passes through a foundation wall, drop the wall
footing to pass below the pipe (refer to stepped footing
detail). Provide 1" thick compressible material around pipe.
B. All construction joints shall be rough- surface and cleaned
before the next pour. No horizontal construction joints are
permitted in walls or slabs.
9. Use sawn or formed control joints in all slabs. Locate joints
so that the maximum area bounded within the joints is 600
square feet, and the ratio of the sides is no more than 2:1.
10. Anchor bolts for sill plate attachment to conform to ASTM
A307.
GENERAL STEEL NOTES
1. All material and workmanship shall conform to the AISC
Specifications for the design, fabrication, and erection of
structural steel.
2. Structural steel, including plates, shall conform to ASTM A36.
Structural tubing shall conform to ASTM A500, Grade B.
Structural steel pipes shall conform to ASTM A53, Type S,
Grade B.
3. All welds shall be made with E70XX electrodes. All butt welds
shall be full penetration. Minimum size of fillet welds shall
conform to AISC Specifications.
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JOB # - I TUBE #
0229-29 1 0229.29
This plan is the proyerty of
Desin Traditions and m
g a not
be used or reproduced Kout
their permission.
Please Note:
Design Traditions assumes no liability for any home
constructed from this plan. It is the responsilility of
the purchaser of this plan to perform the following
hefore beginning actual construction.
1) Builder or contractor must verify All Dimensions
prior to proceeding with construction.
2) Contractor must verify compliance with all local
pudding codes in the area where the home is to
he constructed.
3) Plans indicate locations only; engineering aspects
should incorporate actual site conditions.
Caution must he exercised in malting any changes it
this plan. Only qualified designer, architect, contract
or structural engineer should attempt modifications,
even minor changes in one area of the house could lc
to major prohlems in another area.
DRAWN I SHEET#
DT
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