Plans (38) • • . , p RECEIVE!)
OFFICE COPY
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GREEN A4OUNI'AIN NTERPRISES LLC
General Contractor . JUN 2 7 2017
Quality Work Great Prices.0- '-e::
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LEN DUDLEY
ler and Operator
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3.,332.6920 Specializing in Fames
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CITY OP TIGAREI
REVIEWED FOR CODE COMPLIANCE
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I'l'—i-i% 'u 13.kt .--,
Approved: "1i I
OTC: I I _
Permit #: rel,s-t,-1 0 J"2 - 0 0(34
Address: J,5 c)A' 6 1-ic_,- ti -,)
Suite #: Ft P\irl,GI RA t L. 4',5Pipin cc.. I..e -,
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DECK FRAMING PLAN
2X Decking attach_ Simpson LUS26
Stairs per per general notes min. hanger or �7 Ledger connection
Figs. 33 - 38 approved equal choose from
Fig. 5, 6, 7, or 8
–7/ /// — ' //pTja�. p- ),`� 2X ledger board
�-� —� • "A"joists 2x iO at tO o.c.
(� `" `�) Ciss.1...„......D;n B beam x II_ / _ „:„post i x 4
"D"footing W x_lloy x 2"L
_ or
MI�' � r
T g b 7r -- tlid. tteep
x '" N 3. ii_J 1__J concrete min. strength:
O Ip \/d 2,500 psi
Post spacing or beam span
`k Ft (Cln –
6
0 Fig. Guardrail post connection
T Fig. 1 or 2 3 Choose from
o (Ai e., i
Notes: Beam span Fig. 25, 26, 27, 4,r.
1.See general notes for additional information 28, 29 or 30 1,,,t.)� --e-
z 2.See Figure 15 for diagonal bracing requirements
0 3.See Figures 20, 21 for post to beam connection and figure 18 for rim joist connection
^' 4. See Figure 23 for typical guardrail elevation
I N
Lateral Support
Decks more than 30 inches above grade must resist lateral forces (wind and earthquake) with diagonal cross bracing as
shown in Figure 15. Bracing shall be located between posts parallel to beams and bolted with a 3/8" diameter through-
bolt at each end to the posts as shown. Diagonal bracing shall also be located perpendicular to beams. Bracing is
required in every other bay between posts for decks with joist spans up to 8 feet, and in every bay for decks with joist
spans greater than 8 feet. If the deck is free-standing, diagonal bracing must be provided on all the posts and in both
directions.
J L .J I— 1111111111-1- - - -I - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
• • • • ilgr,IAAMEIMIIIEIIIIIIIIE
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• (1)3/8"dia.through bolt • •
at each connection 2X6 cross brace
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• • •
-74
_Solid block at intersection of wood Bracing required every bay for deck with joist spans >8'
braces with (1)3/8"dia. through bolt(typ) Bracing required alternate bays with joist spans 58' c
A Fig.15:Diagonal bracing
DECK DESIGN GUIDE•1
Exterior sheathing . Remove siding at ledger
min. thickness = 3/8" I location prior to installation
\\J
IContinuous flashing
(See Fig. 5)
Existing wall stud , LI
1• 1" min.
IQ \
Fasteners at 16" O.C.
t)_ 1
, i
per table 2X ledger
Required fasteners to each stud
Joist Span or(16 inches o.c.max.)
Joist span— .-
1/4"X41/2" #10.5"Wood i
Simpson SDS Screws Screws
0 < span < 8' 2 3
8' < span < 10' 2 4
10' < span < 14' 2 5 A Fig. 7:Attachment of Ledger Board to
Wall Studs with Screws
14' < span < 16' 2 6 ,a`
8 • DECK DESIGN GUIDE
Guardrails
Decks and stairways more than 30 inches above the adjacent grade must have guardrails. The guardrail must be designed
to withstand a concentrated load of 200 pounds, in any direction anywhere along its length, and the infill area must
withstand a load of 50 pounds per square foot area.
Guardrails using aluminum, composite wood, plastic, or other pre-manufactured systems must be designed by a structural
engineer licensed in the state of Oregon.
4X4 post, typical, 2X2 picket, typical
do not notch 4'-0" max spacing–,L 2X6 or 5/4 board rail cap
- — — —�— �2X at top 2.. 4
,71
__C = = =1 = = = Z = Z t ■
O O
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See guard post/ _Openings shall not Attach pickets at top and
attachment details allow the passage bottom with (2)#8 screws or
of a 4" dia. sphere (2) 8d spiral shank nails each
A Fig. 23: Typical guardrail detail
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DECK DESIGN GUIDE • 13
y 16"Min. I
DETAIL A (Figure 31)
I / _dr DTT2Z deck joist perpendicular to guardrail
I ( 4x4(min,)gua
I ( post at 48"o.c.(rdrailmax.)
d
LIJ
(-----
2x8(min.)
blocking 2x8(min.)
deck joists
_ �_ _ ;111,1.; �1
DETAIL B
(Figure 32)
7 -:--i.\)
DTT2Z
deck joist parallel
to guardrail �j
2x8(min.)rim joist—/
beam
below
, - N )
AFiguye 30: Guardrail attachment OPTION 3 plan view
ctl 4, 20'-0' LOT 4 32'-0'
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28'-0'
32'-0'
• LOT 8
CITY OF TIGARD
Approved by Planning
Date: .,f I (11l 17
Initials: Vim( F\ la ' \le.e .
SID -- --
LOT COVERAGE BUILDING LEGEND A
LOT AREA: 4,915 50. FT. MAIN: 1,280 50.FT.
BUILDING AREA, )s4 2 0 Q. FT. UPPER: 1,440 SQ. FT. • STREET TREE:
O� ZELKOVA SERRATA
PERCENTAGE: GARAGE: 488 50. FT. �� ^� j
t10,4 PORCI-I: 143 SQ. FT. / > QV Z
RTES:
ALL GRADE AND PROPERTY LINES ARE ESTIMATES OF CURRENT LOCATIONS. LOT #9 I
ALL DIMENSIONS AND SQUARE FOOTAGE ARE APPROXIMATE FIGURES. 4,915 SQ.FT. 1 {
ALL RETAINING WALL HEIGHTS AND LOCATIONS ARE ESTIMATES.
THEY MAY VARY AND BE SUBJECT TO CHANGE.
I CZ ®
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20.-0' LOT 0 32'-0'
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35� 350
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22'-6' .,M „, 15'-0.
28'-0'
32'-0'
LOT 8
CITY OF TIGARD
Approved by Planning
Date: G�
Initials: v'YtEO '>'
ee
LOT COVERAGE BUILD INGLEGEND A
LOT AREA: 4.'375 5Q. FT. MAN: 1,280 SQ FT. STREET TREE:
BUILDING AREA;nq O 662. FT. UPPER: 1,440 SQ. FT. •
ZELKOYA SERRATA 4:0f1 i
PERCENTAGE: r} GARAGE: 488 SQ. FT. r
PORCH: 143 SQ. FT.
NOTES:
ALL GRADE AND PROPERTY LINES ARE ESTIMATES OF CURRENT LOCATIONS. LOT °9
ALL DIMENSIONS AND SQUARE FOOTAGE ARE APPROXIMATE FIGURES. 4,915 SQ.Ft. , {#
ALL RETAINING WALL HEIGHTS AND LOCATIONS ARE ESTIMATES.
THEY MAY VARY AND BE SUBJECT TO CHANGE_