HomeMy WebLinkAboutPlans12/29/16
Single Family Residential one Story Detached Garage
Directions
1. Fill in the blanks on pages 2 and 4 with dimensions
and materials which will be used to build the
structure. Please print legibly.
Address:
910 c:-1- `) E�
kr_ co
2. Indicate in the check boxes on page 4 which details from page 5 will be used.
Note: Heated garages will require insulation, such as ceilings, walls, and foundation.
Floor Plan
Dimension a 4
Locate and detail bracing
✓ Check one
Garage is heated
ii Garage is not heated
Show door and window header sizes and
location and size of landing in front of door
3112" minimum concrete slab
¢ncy , wzc�d
t`
( ) a x 14 header
(example: (2) 2 x 12
✓ Check one
Indicate rafter or
truss direction
Note:
If roof trusses or rafters bear on header,
special header design may be required
Double 2x4 r 2x6 door each
end of overhead door header
Floor
slope
Garage door opening
Garage door opening width
Dimension*
* If less than 4' see Braced Wall Panel Detail on
page 5 to comply with section R602.10.6.2 (IRC)
(minimum width 16" with wall 10' high)
Dimension*
This handout was developed by the Colorado Chapter of the
International Code Council as a basic plan submittal under
the 2015 International Residential Code. It is not intended
to cover all circumstances. Check with your Department
of Building Safety for additional requirements.
1
12/29/16
Single Family Residential One Story Detached Garage
Note: For roofs with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material.
L Truss or 2x 11-- rafters spaced ' l " O.C.
(example: Put checkmark in box -or- 2 x 10 Rafters Spaced 24"
.J 1
Minimum 1x F;- ridge board
(example: 1 x 12)
Buildin 2 Section
Provide roof tie downs
Solid 2x blocking between
rafters that are 2x12 or greater
Sheathing
(example: 1/2' exterior plywood)
r
Roof covering '7•)\-.
(example: Class A 3 tab shingles)
Underlayment
(example: 1 layer 015 fell)
Span
Note: Pre-engineered roof trusses
w/truss clips may be used in lieu of
roof structure shown.
Diagonal wind bracing or braced wall panels
@ corners and each 20' of wall.
Max.10' . wall height
Concrete Encased Ground
required for new service
✓ Check one
Foundation Detail A
❑ Foundation Detail B
(see page 5)
B
This handout was developed by the Colorado Chapter of the
International Code Council as a basic plan submittal under
the 2015 International Residential Code. It is not intended
to cover all circumstances. Check with your Department
of Building Safety for additional requirements.
12
pitch I 1 )-
Ceiling Insulation
(If heated - example: R-38)
stiz7
x i•} ' ceiling joists @ , .i • 0.
(example: 2 x 8 @ 24" O.C.)
Double 2x Li top plate
(example: 2 x 6)
Span
(example: 23' 5")
Ceiling height IC)
(example: 8)
Siding !--\0(,\ , t 0,10c_,K
(example: lap or T-111)
Wall sheathing t�).
(example: '/x"exterior plywood)
X studs C j 4: O.C.
{example: 2 x 6 @ 24" O.C.)
Cont. 2x if sill plate
(example: 2 x 6 decay resistant)
•
Wall Insulation i ,
(If heated - example: R-20 Fiberglass Batts)
Foundation Insulation yl,,
(If heated - example: R-10)
Footing size j x
(example:8"x 16) J
12/29/16
Single Family Residential One Story Detached Garage
Max. 10'
wall height
Lap siding over
foundation a
minimum of 1".
1/2" x 10" steel anchor bolts 6'-0"
O.C. max., 7" min. penetration
max. 12" from corner and 12"
from each end of plate (min. 2
bolts per plate).
Bottom plate shall be treated
or be separated from concrete
by an Impervious moisture
barrier and be 8" above grade
31/2" Minimum
Concrete Slab
Finished
grade
18'
l
Note: Check with local
building department for
swelling soils. Caissons
may be required.
12"
#4 rebar min.
cont. top &
bottom with 18"
laps
Foundation Detail B
Lap siding over
foundation a
minimum of 1"
6" min.
Finished
grade
36
Note: Check bel'
with local
building
department for
swelling soils.
Caissons may
be required.
x 10" steel anchor bolts 6'-0" O.C.
max., 7" min. penetration max. 12"
from corner and 12" from each end
of plate (min. 2 bolts per plate).
Bottom plate shall be min. 8"
above grade, or be treated
wood or decay resistive wood
3 ve Minimum
concrete slab
- Fiberboard expansion joint
in. or
frost depth
Provide #4 rebar vert. @ 4'-0"
O.C. insert rebar into concrete
footing or key way
#4 rebar min. continuous top of
stemwall & at footing with 18" laps
3
Braced Wall Panel Detail figure 602.10.6.2
Extent of header with double portal frame (two braced wall panels) ■
Extent of header with single portal frame (one braced wall panel) Tension strap per table
R602.10,6.4 (on opposite side
of sheathing
pony wall
height
2' -18' Finished width of opening
for single or double portal
1,000 Ib. strap opposite sheathin
Fasten plate to header with two rows of 16D sinker
nails at 3" O.C. typ.
Fasten sheathing to header with 8D common or
alvanized box nails in 3" grid pattern as shown and
3" O.C. in all framing (studs, blocking, and sills) typ.
in length of panel per table R602.10.5
Mln. double 2x4 framing Min. double 2x4 post -
3/8" min. thickness wood structural panel sheathing
with 8D common or galvanized box nails at 3"o.c. in all
framing( studs, blocking, and sills) Typ
Min.(2) 3,500 Ib. tie -down device (embedded into concrete
and nailed into framing
Min (1) 5/8" diameter anchor bolts installed per section
R403.1.6 -with 2"x2" x3/16" plate washer
Min. reinforcing of foundation, one #4 bar top and bottom . Lap
bars 15" min.
r-
4.'w=si.V''ow�yi.: tic =: •i':`:,A:
Min. opting size under opening is 12"x12' a turndown sla• shall be permitt
Typical portal
frame construction
For a panel splice
(if needed), panel
edges shall be
blocked, and occur
within 24" of mid -
height. One row of
W. sheathing -to -
framing nailing is
required. If 2x4
blocking is used,
the 2x4's must be
nailed together with
3 16D sinkers
Min. 1,000 Ib. tie
down device
This handout was developed by the Colorado Chapter of the
International Code Council as a basic plan submittal under
the 2015 International Residential Code. It is not intended
to cover all circumstances. Check with your Department
of Building Safety for additional requirements.
Fasten King stud to
header with 6 16D
sinkers
Fasten top place
to header with
two rows of 160
sinker nails at 3
o.c. Typ.
Min. 3/8" wood
structural pane
sheathing
at dol r openings
Po -V a? 3‘ I 140000a
7(0 (c Av.3 {2(c 3 aO
C,,c--ba,c, 60.\ e_ co `St G a 3
(
(
lao,
Refer to plan att:rchments for
Garfield M aunty
Building Req tirements
and oomprohe 'sive list of
Plan Review lotations.
APPR
VIED
SUBJECT TO NOTED
EXCEPTIONS & I SPECTIONS
GARFIELD r OUNTY
BUILD N DE `A�TMENT
DATE $Zl 4 B !aWl
FIELD
OPY
NO INSPECTIO WITHOUT
THESE PLANS ON SITE
Page Of
BLRE-08-19-5882
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ELECTRICAL PERMITTING & INSPECTIONS ARE
BY THE COLORADO STATE ELECTRICAL BOARD \\
ELECTRICAL ROUGH IN APPROVAL IS
REQUIRED AT FRAMING INSPECTION
ELECTRICAL FINAL APPROVAL IS
REQUIRED AT CO/FINAL INSPECTION
ARE -ENGINE
HAVE ENGINEE
AT TIME OF
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