9678 Approved Plans.tif Single Family Residential—One Story Detached Garage j
Directions
1. Fill in the blanks on pages 2 and 3 with dimensions and
materials which will be used to build the structure.Please y
print legibly. -
2. Indicate in the check box on page 3 which foundationJl/�
detail from page 4 will be used.
Note:Heated garages may require special provisions, � A�
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Dimension -.
In _
� ' • • ' • Indic to rafter or 1
. . .
wall bracing truss (rQ�n,
r-) •
Earage is-heated
f &�
3
W Garage is not heated
a t
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- Show door and window header sues and location and size �' S' -
�' of landing if more than two risers.
I Floor slope back to
Dimen i n
r a k 31J2"minimum concrete slab front not less than Sr�
i-' all vegetation shall be removed 1/8"per ft
(408:5) (IRC 309.1)
� 1
¢ o Man Door
a.
e Header size . .x o Opening Width
9 ? (examp a(2)2 x12 or engineered lumber) 2, !e
i Note:If roof trusses or.rafters bear on header,
special header design may be*required
Double 2k4.6r 2x6 trimmers each en
of overhead door header
Catage door opening'
�.�.—, Garage door opening'vvidth �(n ��� �
*See Braced Wall Panel Detail on page 4 to comply
Dimension* with section(IRC 602.10.2) Dimensio00OU S—� bjl�n
w,
NOTES-Concrete Slab •a
g
s c r
• All sod and vegetation must be removed. F.
• If fill is required under slab it must be compacted sand or gravel W"t L (� �
• Floating slab from Detail A and Al shall be monolithically poured.
• Welded wire fabric or equivalent in slab.
• Minimum 12"perimeter footing(all four sides at least 12"below grade)(IRC 403.1.4). +
• Concrete floor or curb to be 6"min.above grade(IRC 404.1.6).
• Floating slab shall be a maximum of 720 sq ft(IRC 403.1.4.1 Exception 1)with no dimension exceeding 30 ft.
04-12-10 V10
i
I
Single Family Residential—One for etached garage
D Truss'or 2 x N rafters spaced _"O.C. Roof th0thib
g I ash_
(example:Put checkm• in 'ox—or 2 x 10 Rafters Spaced 24"9.e. (example:1/2"ezter,'ior plywood)see notes below
Roof covering: C•l mss 3a y.
Minimum 1 X .ridge board (example:ClassA ab'shingle's)seenotesbelow
Underlayri'ie'nt:.
(example:1 layer 15#felt)see note's below
i
's • • • 1 • Itch --4, .
p
Ceiling Insulation:
Provide roof tie downs if heated=example;
Solid 2 x blocking between rafters that
are not 2 x 12 or greater 2 x . , cellin 'oists @ I .6-'C.
(exam.pie:2 x S @ 2
Double 2 x y ...tbp plate
e — (example:2 x 6)
Span
Span (example:23'S")
Note: Pre-engineered roof;
trusses w/truss clips may be
Gable tnid'point height�I •_•,
used in lieu of roof structure (example:is')
shown ,
Siding Lf4 P
Diagonal wind bracing or (exanipfe:lap orvinyl) '
braced wall panels @ corners
and each 25'of wall.
Wall Sheathing.I
(exampie:1/2'exterloi plywood)
�' ` 2 x u studs @ O.C+
:;;zl'. i (example:2x6@24"0-c:)
��;�{.•sj:•••;.:,•: +,`�'._. {fin .��:_
&. � 31 �� n ., Cont.2x _siliplate
Concrete Encased Ground Electrode ;:r. (example:2x6)
� B s.; I
required for a newservice t `# • •
ftft WO
Wall insulatioh N DhN�
3 � Xi
heated—example:R-19 Fibe�glassBatts)
foundation Detail A or A .. . .
Foundation Detail B Footing size _x ./
(example:r x 16")
Notes:
• Roof sheathing shall be a minimum of 3/8"plywood,for non-veneer OSB/WB 7/16"is the minimum.Sheathing spanning .a
16"or 24"on center,structural clips must be provided at the center point of each span(table R503.2.1.1(1)d).
• For roofs with slopes less than 4:12,follow manufacturer's instructions for low slope application of roofing material.
• Shingles must be rated for 90 MPH and over 15#felt.
• Heated buildings require ice dam barrier applied inside of roof/wall junction.
• Hurricane straps,rafter ties or other tie downs shall be used to attach all roof rafters or trusses to top plates.When double
top plates are used,straps or ties must attach to both plates.
DISCLAIMER:ILLOWA Chapter of the ICC has created this handout to assist with plans submittal under the 2009 International Residential
Code,and it is not intended to cover all circumstances.Please check with the Department of Building Safety for additional requirements.
V-12-1p V10
I
Single Family Residential—One Story Detached Garage
• •�FM1 BI® -
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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
Lap siding over bolts per plate).
foundation a
minimum of 1". Bottom plate shall be min.8"
above grade,and be treated
wood decay resistive wood
Minimum con-
;.'.`o�"';,,. �;y5rs•:,"^' creteSlab3.5
6"mIn• .:,r.,: :•,,4:�
Finished grade
18" 1 y:;?•f y #4 rebar min.
Cont.top&
r 3"min• bottom with
Note:Check with local 12» 20"laps
building department for
swelling soils.Caissons may
be required.
1/2"x 10"steel anchor bolts 6'-0"
O.C.max.,7"min.penetration max. ;
Lap siding over 12"from corner and 12"from each
A ff (i,c H e l G&0•u,q v_S a� foundation a end of plate(min.2 bolts per plate).
/v J minimum of V.
0(� �� fi Bottom plate shall be treated wood
04 Q 5 e,S or decay resistive wood
6 60 Ff p r?- 8"max
L
6"min rs u Minimum
Concrete
FOC slab 3.5'
Finished grade 18=-• =� ;.,�.,,
min ����` �.'.i::,:•e
94 rebar min.
e Lli�' fi�'liS�' C�6t r,•'° 3"min continuous
top&bot-
dA
Note: Check with local building ",,dn tom with
department for swelling soils. 20"laps
Caissons may be required.
O.C.max.,7"min.penetration max.
Lap siding over 12"from corner and 12"from each
foundation a end of plate(min.2 bolts per plate).
i
minimum of 1'� Bottom plate shall he min.8"above
rade,or be treated wood or decay
pp resistive wood
Finished 6"min. <1
Minimum
grade �'ti�' '` '.+ s,•.,.,l.v, ♦
concrete slab 3.5"
Fiberboard expansion joint
Provide#4 rebar vert @
m ' 4'-0"O.C.insert rebar into
Note:check wit concrete footing or key way
,i:r.,rti
local building
department for
swelling soils. #4 rebar min.continu-
caissons maybe :•:'�' ous top of stem wall&
required. r A. at footing with 20"laps
.'yr' nLSyr
i
DISCLAIMER:ILLOWA Chapter of the ICC has created this handout to assist with plans submittal under the 2009 International Residential
Code,and it is not intended to coverall circumstances.Please check with the Department of Building Safety for additional requirements. y1
04-12-10 V10 'i,
single Family Residential—One Story
DetachedGarage
i
Extent of Header(Two Braced Wall Segments) Top plate continuity is Side
xt t f.ea a (OPe ced Wall Segnt) required per section R6o2.3.2 I Elevation
g4 t
ershaloccurattop o�wal, _ ;:�„�,�_�=�f� .�-•�-•., ( I
�-- 2'to 18' (Finished Width) -----_® j
Fasten sheathing to header with 8D common nails iso Sinker
Rows
in 3"grid pattern as shown an�,3"O.C.in framing Braced sin 2
Wall RRows @ 3"
Vir as shown(studs and sills)typ Segment o.c.
Per
l]TL101O00_Jb header to jack stud snap.p, R602.10.4
Max bothsides of opening per table R6O2.10.4.1.1
Height (install on backside as shown on side elevation)
10' Header shall.be fastened to the king stud withi000 Ib
6-16D sinker nail's Header-to-
No.of Jack-Stub
For panel splice(if needed),panel edges shall be Jack Studs strap on
blocked and occur within 24"of mid height.One f--per Table both sides
row of typ.Sheathing is required in each panel, R502.5(1&2) of openings
Wood structural panel strength axis
7116"
t—Min(2)2X4 typ, Thick Min
Thickness
wood Struc
Minimum length based on 4:1 height-to-length tura)panel
height)
ratio:(Ex.24"min for 8' -�—
J�sheathing
.mt�.5_.•o �. c a3"` iTT-d `may.�xg:,.,,�.---_?.:r.. 'E7...r•s.,-,.fY�3 .•'t-h`ter.
-
r
Min 2.5"X 3/16 Plate Washer
I
Anchor Bolt Per R403.1.6
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IRC FIGURE 8602.10.3.4
Notes:
• For more information on wall bracing go to:www.apawood.org/wallbracing
Construction project notes:
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