APPROVED BLD RESUB 3-BLD2023-1510+Architectural_Plan+5.30.2024_8.26.27_AM+42893821'
H 16' 2'
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I EXISTING GARAGE
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I EXISTING GARAGE WALL TO BE REMOVED
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I I GIRDER TRU55 TO CARRY EXIST. ROOF LOAD I
I 2 X 4 D/F 5TUD5 @ 16" OlG I
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Q I I I ELEVATION 3 I
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PROP05ED GARAGE ADDITION �
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3.5 X 11.8"I5 GLB
19'
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Building Department
ork GARAGE ADDITION. DECK. PORCH
=------------------------------------------------------------------------------------------------=
ddress 8925 200TH ST SW
caner KITCHNER
,approved Date ; 06/04/2023
uilding Official--------------�A� D-�-------------------------------- .
ermit Number BLD2023-1510
in
6068�
EXISTING LIVING ROOM
54'
IN 1=LOOi� �L�N SG�LE 1 /4" = 1'
EXISTING KITCHEN
/ �
//
�/ � -
/ II /
/ ��
5/8" TYPE "X" DRYWALL � / 5TA1 R5
/ /j T
LINE OF EXISTING ROOF OVERHANG � �
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8 56T5 80 3080
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2 X 8 D/F #2 RAFTERS @ 24" O/G
� PROP05ED DECK AND GOYER
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� - 4X10 BEAM
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X bX10D/F#2 — � ` — —
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P05T WIGGbb P05T W/GGbb
14'-6"
73'
DDDDDD
2668
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EXISTING BEDROOM
P05T
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ELEVATION 1
4550L5
DDDDDDD
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Hardware and fasteners in contact with I
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, I
Istainless steel, silicon bronze or copper.
In the absence of manufacturer's I
Irecommendations aminimum of ASTM A 653
type G185 zinc -coated galvanized steel, or I
I equivalent, shall be used.
_--------------- IRCR317.3.1 IBC2304.10.5.1 I
5040L5
2668
2668
EXISTING BEDROOM I
4068 � I
ry
4068 � I
EXISTING BEDROOM
5040L5
E2
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HIGHEST RIDGE
14.2'
m
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TOP OF PLATE
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TOP OF SUBFLOOR - 15T FLOOR
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ASPHALT COMP. ROOFING TYP.
7/16" OSB SHEATHING
1/2" CCX PLYWOOD SOFFITT
MANUF. TRUSSES @ 24" O/C
2 X VENT BLOCK
H-1 SIMPSON CONNECTION
5/4 PRIMED FACIA
L
ROOF FRAMING DETAIL "MANUF. TRUSS" SCALE 3/4" = 1'
L
EXISTING E
ASPHALT ROOFING TYP.
15# FELT PAPER
7/16" OSB SHEATHING
1/2" CCX PLYWOOD SOFFITT
2 X 8 H/F #2 RAFTERS @ 24" O/C
2 X VENT BLOCK
H-1 SIMPSON CONNECTION
5/4 PRIMED FACIA
2 X 6 EXTERIOR WALL
SIMPSON POST TO BEAM CONECTION
5K CONT. ALUM GUTTER
L
ROOF FRAMING DETAIL "2 X 8 STICK" SCALE 3/4" = 1'
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FOOTINGS TO BE 12" MIN BELOW GRADE
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E-1 1=fi�O�IT
ELEY�TIO1�
SG�LE
1 /4" = 1' 20181RG5EGTION R507.3.2
�-2 SIDE ELE1��T101�
S GAL E 1 /4" = 1 '
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6" WALL TYP.
16"
2 X @ 16" O.C. W/ 2 X PT PLATE
3" X 3" X 1/4" BEARING PLATES GALV.
@ ANCHOR BOLTS
5/8" DIA. X 10" ANCHOR BOLTS @
48" O/C - 5" FROM ANY SPLICE
12" FROM ENDS (EMBED MIN 7")
54" MAX #4 REBAR @ 24" O/C VERT.
#4 REBAR @ 24" O/C HORZ.
(2) #4 BAR CONTINUOUS IN FOOTING
$" 4" TIGHTLINE ROOF DRAIN
4" PERF FOOTING DRAIN
GARAGE FOUNDATION 6" WALL SCALE 3/4" = 1'
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2 X 8 PT J015T Q 16" O/G TYP
11 I II II II II
73'
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ELEVATION 1
D�GK 1=i��MI�IG �L�1� SG�L� 1/4" = 1'
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:5T fill
14.2'
TOP OF PL�T�
TOP OF SUBFLOOR - FOUNDATION
2.2'
BOTTOM OF FOOTING
-3.8'
TYPICIAL ROOF CONSTRUCTION
ASPHALT COMP. ROOFING
#15 FELT PAPER
1/2" APA -RATED SHEATHING OVER
MANUF. TRUSSES @ 24" O/C
5/8" G.W.B.
m
6 X 10 D/F #2 6
X
6
TYPICIAL EXTERIOR WALL CONSTRUCTION
6 6 WOOD SIDING (SEE ELEVATIONS) OVER WEATHER BARRIER OVER
x x 1/2" APA RATED SHEATHING OVER
6 6 2 X 4 STUDS @ 16" O/C WITH DOUBLE TOP PLATE
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�MyBui ldi ngPermit,com
a service of eC>tyGov.net Construction Tip Sheet 05
Basic Deck
This tip sheet reflects code requirements of the 2018 International Residential Code (IRC) with
Washington State Amendments.
Typical Deck
This document provides building code information applicable to prescriptive residential wood
deck design. You may need to hire a licensed architect or engineer to design a deck where any of
the following conditions apply:
• The deck serves other than cone- ortwo-family dwelling building
• The deck design includes more than one level
• The deck will support a hot tub, spa or other heavy object, including heavy deck covering (such
as pavers)
• The walking surface is more than 14 feet above grade
• The deck ledger is attached to house overhangs, bay windows, bricks, stone, or concrete block
• The deck is bearing on ground with a slope greater than 1 foot horizontal for every 1 foot
vertical
• The deck is self-supporting (not attached to an exterior wall)
Ledger—
,�� cat,,.! • •a Naa=.
.�^��:,c� ccte�t
Joist Hanger
Joist,
Decking
Verily span ratings OI / 1� ���
pioposotl tlocking �-
Joist Overhang � �'
24' maximum
cti,
Joist Spacing ��'�
see span table and ram' �
toonnq schedue. p,,,,
See Page 6
for Ledger
Attachment
I �
t �� �
Post i Joist Span
4xa min up to 8'�0' height /� �.t"�
ix8 mm. up tot 0'�0' tw�ght See span IaWe.
Non -corrosive metal
post/beam connector
Continuous solid blocking
between joists
Beam Overhang
24" maximum
January 14, 2022
Beam
Note: Guards are Sae span tablo
required when the deck
walking surface is more Footing
than 30' above fade. See span table and
9 rooting schedule.
MyBuildingPermit.com � Basic Deck
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i0115 �� eClryCarAJliance
FOOTINGS TO BE 12" MIN. BELOW GRADE
2018 IRG SECTION R507.3.2
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�My6ui ldi ngPermit,com
a service of eC>tyGov.net Construction Tip Sheet 05
When using the tables below, interpolation is allowed, extrapolation is not allowed.
Sizing of Structural Elements
Maximum Deck Joist S an a,�
Joist
Joist Spacing b
inches
Joist Back Span
Size
12
16
24
4
6
8
10
12
14
16
18
Allowable Joist Span
Maximum Cantilever feet -inches Ad'acent Joist Span feet
7-11
-
5-9
1-0
1-6
NP
NP
NP
NP
NP
NP
2x8
10-5
9-5
7-8
1-0
1-6
2-0
2-1
N P
N P
N P
N P
13-3
-
9-5
1-0
1-6
2-0
2-6
2-8
N P
N P
N P
2x 12
15-5
13-4
10-11
1-0
1-6
2-0
2-6
3-0
3-3
N P
N P
a. Includes Incising Factor.
b. When using composite decking, refer to manufacturer's installation instructions for
maximum spacing of joists.
c. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service
factor.
Minimum Beam Size
Deck Joist S an feet
6
8
10
12
14
16
18
Beam
SIZe c,d,e
Maximum Beam Span a,b,a (feet -inches)
4x6
5-2
4-6
4-0
3-5
3-1
2-10
2-7
4x8
6-0
5-3
4-7
4-1
3-8
3-5
4x10
8-5
7-4
6-6
5-10
5-2
4-9
4-5
4x12
-
8-6
7-7
6-11
6-4
5-9
5-4
6x6
6-6
5-7
5-0
4-7
4-2
3-9
3-5
6x8
8-8
7-6
6-8
6-1
5-6
5-0
4-7
6x10
10-7
9-2
8-2
7-6
6-11
6-4
5-10
6x12
12-4
10-8
9-7
8-9
8-1
7-7
7-1
a. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service
factor.
b. If 2x built up beams to make 4x or 6x beams, they shall be fastened with two rows of 10d
(3-inch x 0.128-inch) nails minimum at 16 inches on center along each edge (507.5)
c. Beam depth shall be equal to or greater than the depth of intersecting joist for a flush
beam connection.
d. Beam cantilevers are limited to the adjacent beam's span divided by 4.
e. Includes incising factor.
January 14, 2022
MyBuildingPermit.com � Basic Deck
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�MyBui ldi ngPermit,com
a service of eCityGov.net
Construction Tip Sheet 05
�MyBui ldi ngPermit,com
a service of eCityGov.net
Construction Tip Sheet 05
Maximum Deck Post Hei ht
Tributa Area e
Post
20
40
60
80
100
120
140
160
Size �°d
Maximum
Deck Post Hei ht a feet -inches
4x4
10-0
10-0
8-7
7-0
5-8
4-1
N P
N P
4x6
14-0
13-10
11-1
9-5
8-2
7-3
6-4
5-4
6x6
14-0
14-0
14-0
14-0
14-0
13-3
10-9
6-11
8x8
14-0
14-0
14-0
14-0
14-0
14-0
14-0
14-0
a. Measured from the underside of the beam to top of footing.
b. Based on Doug Fir, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor.
c. Notched deck posts shall be sized to accommodate beam size.
d. Includes incising factor.
e. Area, in square feet, of deck surface supported by post and footing.
Footin Size
a
Tributary Area b
Side of Square
Footing (inches)
Diameter of a
Round Footing
inches
Thickness
(inches)
5
7
6
20
12
14
6
40
18
6
60
21
24
8
80
25
28
9
100
28
31
11
120
30
34
12
140
33
37
160
35
40
15
a. Footing dimensions shall allow complete bearing of the post. `-^^^�
b. Area, in square feet, of deck surface supported by post and footings.
12`min, frost depth Manufactured post connector Typical P,T, post
in al wable soils � �
12"
Grade f1 �e
-1 I I , ,III-1 -1 I I ,, ,III-1 I I-1 I I:� I-1 I I-1 I I��° , I I_I-1 I I-1 I I ,III-1 I I-1 I I' � I I-1_I
° , ,
;�
Thickness °, , a ; e
per Table � < �J °
Note: Posts must be Width 1/2" diameter
centered on or in footin per � through -bolts In both 4" gravel Min. 12" of
g Table directions
Note: not screws embedment
January 14, 2022 MyBuildingPermit.com � Basic Deck
eCityGov.net
2005 �� eCltyGavAlliance
�My6ui ldi ngPermit.com
a service of eCttyGov.net Construction Tip Sheet 05
EXTERIOR SHEATHING
EXISTING STUD WALL �
Existing 2x BAND JOIST
OR ENGINEERING RIM
BOARD
DECK JOIST
SCREWS OR BOLTS
JOIST HANGER
Lag screw or bolt
Stagger fasteners in 2 rows
2" min.
�
5 1/2" min. for 2x8
6 112" min. for 2x10
5 m�
7 112" min. far 2x12
_ �
314" min.
Ledger
"Distance can tie reduced to
2" min.
4 1I2" if lag screws are used or
Minimum edge distance far
if bolt spacing is reduced to
specialized screws. See
that of lag screws tp attach 2x$
manufacturer's technical bulletin.
ledgers to 2x8 band joists
Detail 1 —Ledger Attachment for Lateral Loads
(Knee braces are require
is greater tha
4 feet in height
Hold-down or
Sheathing
tensron device
Siding
wrth 1500 x
capacity Floor sheathin nailing
Flashing
at 6' o.c. (max) jast
with hold-down.
pecking
Flashing
Joists
Joist Hangers
,� s
Treated 2x ledger
Deck Joist �
Fk�ortas 750>s capacity holddown device
at 4 locations evenly distritwted
along the deck and within 2 it of
. each end. Install per manufacturer
January 14, 2022
O tion # 1 Ily threaded 3/8" diameter lag screw)
p predrllled with a minimum of 3 in Option # 2
MyBuildingPermit.com � Basic Deck
2' min.
Floor joists
eCityGov.net
20n5 �� aCllyGovNliance
Deck Ledger and Connections
Deck Led er Connection to Band Joist
On -Center Spacin of Fasteners inches
Joist Span �
(feet)
'/2-inch diameter lag
screw with '/2-inch
eathin b'�'e
'/2-inch diameter bolt
with '/2-inch
maximum sheathin �
'/2-inch diameter bolt
screw with 1-inch
maximum sheathin d
6
22
36
35
16
31
26
10
13
25
21
12
11
20
17
14
9
17
15
16
8
15
13
18
7
13
11
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from
contacting the house band joist.
b. The tip of the lag screw shall fully extend beyond the inside face of the band joist.
c. Sheathing shall be wood structural panel or solid sawn lumber.
d. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard,
lumber, or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to
substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood
structural panel or lumber sheathing.
e. For on -center spacing of specialized fasteners refer to the manufacturer's installation
instructions.
Placement of Lag Screws and Bolts in Ledgers and Band Joists
Minimum End and Edge Distance and Spacing Between Rows
Top Edge
Bottom Edge
Ends
Row Spacing
Led era
2 inches
3/4 inch
2 inches
1-5/8 inches
Band joist `
3/4 inch
2 inches e
2 inches b
1-5/8 inches b
a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run.
See figure below.
b. Maximum 5 inches.
c. For engineered rim joists, the manufacturer's recommendations govern.
d. The minimum distance from the bottom row to the top edge of the ledger must be in
accordance with figure below.
e. 2 inches may be reduced to 3/4-inch when the band joist is directly supported by a
mudsill, header, or by double top wall plates.
January 14, 2022
MyBuildingPermit.com � Basic Deck
�My6ui ldi ngPermit.com
a service of eCrtyGov.net
27i75 � eCih�C�.:ull�ance
Construction Tip Sheet 05
Guards &Attachment
Guards are required when the deck is more than 30 inches above grade.)
2x2 Baluster, typical
6'-0" max. spacing
2x6 or 5/4 board ail cap: attach
to guard post with (3} #12 by 3"
.
long screws or (3) 16d threaded
nails with 0.148 nominal
diameter
2x4 top and bottom; attach to
.
guard post with (2) 8d threaded
Halls Or (2) #8 WOOd SCreW5
2 1/2" long On inside face
4x4 guard post, typical
Do Not Notch
2 x 8 nominal rim or outside
joist, minimum
2 5/8" diameter Openings shall
Attach balusters at top and bottom with
through -bolts not allow the
(1) #8 wood screw or (2) 8d post -frame
and washers passage of a 4"
threaded nails with 0.135 nominal
diameter sphere
diameter
16"
max A
%" O.D. galvanized bolt
or threaded rod w/
nuts &washers
2x8 min. deck
joists &rims
2'fz'"min and 5"max
Min. 1800#
tension device
5/$' O.D. galvanized bolt
or threaded rod w!
nuts &washers
Z�" min anc
4x4 min. post
@ 6'0" o.c. max., Typ
2"min
Section A
2x8 min. blocking
2"min
Use above details for guard connections or provide engineered Min. lsoo# tension straps y
design that shows Guards can resist a single concentrated load
of 200 Ibs applied in any direction at any point along the top and Section B
have attachment devices and supporting structure to transfer this
load to appropriate structural elements of the building per IBC
sec 1607.7.1.1
January 14, 2022
MyBuildingPermit.com � Basic Deck
eCityGov.net
2005 �� eCllyGrwWliance
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