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‘:\ECON15
FREESTANDING DECKS
Rile of TIGP
Decks that are free- ' u" i G D1\115°" standing do not utilize the
exterior wall of the existing - -- �
house to support vertical �►:
1
or lateral loads. Support at
or near the house is r �;'
provided by an additional A r j, * , CHIERigkea
beam and posts. See R�IMXXV -� '` ~ �' ' " ' ' '
GRACE „,,,,,,,41 Figure 13. Beam size is ~
determined by Table 2 or 1 0
Table 3.
Figure 13 - Free -Standing Deck
LATERAL SUPPORT OF DECKS
Decks greater than 30- inches above grade shall resist lateral loading and movement by
the following methods:
i!iiiiIfIi i!aiii rho «; �iIi Ili' !ii .,... a a I � ' .
;.�■� MUM >rMI ■;
a
TFI OUGH \X6
•, RACE / IE
C. rf C • //
N.
st ....,,,
_,.._._
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,_ SDLID B7iOCIC ____
AT I NTERSECTION „,
,,›
OF WOOD BRACES WITH
(1) 3 /8” DIA. THROUGH BOLT (TYPICAL)
Figure 14
DIAGONAL BRACING REQUIREMENTS
Diagonal Cross Bracing: Provide diagonal cross bracing as shown in Figure 14.
Bracing shall be located between posts parallel to beams and bolted by a minimum 3 /8"
diameter through -bolt at each end to the posts as shown. Diagonal bracing shall also be
located perpendicular to beams, and in such cases, bracing shall be bolted to the post
and joist above the post location. If the deck is free - standing, diagonal bracing must be
provided on all the posts and in both directions. Bracing shown in figure 14 is required
in every bay between posts for decks with joist spans up to 8 feet. Decks with joist
spans greater than 8 feet require an engineered design.
Typical Deck Details revised 2/08 Page 17 of 27
y
.
4X4 POSTS (PICKETS SIMPSON HD2A HOLDOWN
& RAILS NOT SHOWN W/ (2) 518' DIA. GALV.
FOR CLARITY) THROUGH BOLTS Wt
WASHERS FAR SIDE
DECKING
J l (2) 5/8" DIA AT GALV. THROUGH
11141 6111111111
19-T s BOLTS WI WASHERS
era .nom (3) 16d NAILS AT EACH JOIST
2X8MIN. .....2X8 RIM JOIST
DECK JOISTS
POST ON OUTSIDE
Figure 24 - Guardrail Attachment Option 1
4X4 POSTS (PICKETS SIMPSON HD2A HOLDOWN
& RAILS NOT SHOWN WA (2) 518' DIA. GALV.
FOR CLARITY) THROUGH BOLTS W/
DECKING
/ WASHERS Al FAR SIDE
a�� ►� +i s (2) 5/8" DIA, GALV, THROUGH
.'""• "'d _ _ BOLTS Wl WASHERS
� 1
• ` + (3) 3" STAINLESS STEEL
SCREWS AT EACH JOIST
2 JC 8 MIN. 2 X 8 RIM JOIST
DECK JOISTS
RIM JOIST ON OUTSIDE
Figure 25 — Guardrail Attachment Option 2
Typical Deck Details revised 2/08 Page 22 of 27
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Stair Jack Detail
Tread no less than 10" 2 deck
boards width typical
Rise divided
equally.
07 No less than 6"
No more than 8"
2x12PT
Remove thickness of
decking material from
bottom
•
Guardrail Detail
4x4 Post 5/8" rnd
steel 2x4 Rails
Pickets
" 0.C:
•
36" Min
Deck
Surface
6' Max
4" Max
.,x
Post to Beam Connection
•
4 x 10 Simpson PC
P T Beam Z -Max Coated -
Typical
4x4PT
Post
•
•
•
Ledger Board Detail
2 x 8 Pt Ledger Board
•
C
/ /
•
Approved 3/8 x 5
Joist Hanger
2 x 8 HDG Lag Bolt
P.T. Joist Alternate 1 High 1
Low
1 Per Bay
( 16" — 24 ") O.C.
• Not to Scale
•
Non- Embedded Footing Detail
4x4
P T Post
Existing Simpson
EPB Z
Grade
Typical
Fill With
Concrete
16"
• _I
18" m 'I
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CITY OF TIGARD - SITE PLAN REVIEW
BUILDING PERMIT NO.: V 00c1•001c1
PLANNING DIVISION:
Required Setba Approved"- 0 Nol Approved
Side! Street Side-
Front.
Visual Clearance-
Maximum Budiu
CWS Service Provider Lettei
yviA cd
1t
ENGINEERING D EPARTMENT:
Actual ope: % t Approved 0 Not Approved
Site P! j.: Approved Ofot Approved
By: 14 Date: la 2—/ecf
Notes: a_
CITY OF TIGARD - SITE PLAN REVIEW
BUILDING PERMIT NO: .4)(1„St 200q -00 ,
pproved 0 Not Approved
Street Trees:
in 0 Not Approved
Protected TresY,
By: iwtj Prr Date: / ty-rd r
Notes: