Plans (19) •
•
OFFICE COPY
i
CITY OP TIGARD
REVIEWED FOR CODE COMPLIANCE
Approved: l
OTC: I I
Permit#: p»s./410)4- 00o04
36" guardrail ally
around, typical. Q �. Suite#: c/
See attachedmillIl ..- , is Structural `D R l N i S) Dam ,1/15/ 14
details.
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TURNER DECK ADDITION
10305 SW Serena Way Tigard, OR.
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DESIGN LOADS:
\JJ i:-.) :
\.) ,- Floor Load 50 psf (40 psf LL) and Snow Drifting
1 ` Wind: 120 Mph Exp. B
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`ti '''''''\\ Seismic Design Category: D1 (Ss = 1.0)
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1" •,� fi. ,< Job No. 6498
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; .. y ;; ,. OVERT P.E. STRUCTURAL ENGINEER
�DECK AN-2-.---::* `-- ,j ' k , '_,
'1750 Skyline Blvd #221
Portland, Oregon 97221 Phone:(503) 228-0426
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Peg_ cove . 0
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36" guardrail all + --— 0 - I
around, typical. ,
See attached T s
details. — '�
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PT. Bxg k /
Q051r S. . POST _- 12057"- Nym
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0,-- Ext.511
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DECK SIDE VIEW: DECK FRAMiNG P
Notes: DJ = P.T. 2x8 (2x10 okay) Hem Fir No.2 at 16" o/c ... Simpson "LUS28"
g u C T u A POST: P.T. 8x8 Hem Fir No.2 ... Simpson "E C6-8Si1S" post cap.
5 �<ffi_p PRatt 4
���5 GtrriER BEAM: P.T. 5-1/8 x 13-1/2 GLB (24F-V4)
s'.
19381
Tial Qovert P.E. �_
OREGON
. Structural Engineer -
1150 SW Skyline Blvd #221 Y ZZ.,9'�
Portland, Oregon 97221 riii CO ..
RENEWS 12-31-15
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Moisture barrier and flashing,
By others. —I, -- 6. frtze
PAL-.
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Simpson "LUS28" (h.d. galv) ( 0Ac 1),T.
w/ (4) 19d nails into each joist and Par ,Clok( -
(6) #8 x 2-1/4" (min) wood screws Fox. LA.G 1
into the house (thru sheathing �7 .�, posts,8
and into rim joist). each end, typ.
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` PROFFS '
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Tim Covert P.E. ,19381 l
Structural Engineer �� OREGON
1750 SW Skyline Blvd #221 ,,�ZY 911
Portland, Oregon 97221 z2. S 3
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RENEWS 12-3)-15
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Sty
Air '/a" dia. 7" lag bolts (3) SG Z. s.�S (4 TO
. Nell : 0.
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top end bottom. I T�-
Plate washer (top): PL 4" x 2-1/2" sq.
r /7 —_-- Std washers below.
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rdiler"/
� Simpson "TAI OZ" R o C T U R _L. -fr_ —L
staircase angles, 5 tc_�o PROF( 44.
typical. z
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Covert P.E. i-------
Structural Engineer OREGON - I
11 '3 SW Skyline Blvd #221 ✓cz''22-`9'1
4
Portland, Oregon 97221 iiii coN0
RENEWS 12-31-15
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Tim Covert P.E. 2¢489361 —
Structural Engineer ( --L-'�—
_ '1754 SW Skyline Blvd ##221 (3F J E ) OREGON
Portland, Oregon 97221TGtyZZ'j9��6S 5
%a coN,„
RENEWS 12-31-15
•
• UARPRAIL POST gASe t rA( (,: GI ST 1V OO""['( o�G� s CTC o
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________,/,___,_
/ Simpson "TAI OZ"
staircase angles,
J
¢X.� PDS c S typical.
n 61_b"
NW'ait " -i".T.2. (max) b(� , 11011P.T.111111 4x'I 2 stringer
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_ Simpson "P1344"
SOL-117 �l.a�t�c�� .2_,..... post base, as shown, ( i_,
STD. typical.
W SHE-T? .
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Concrete footing. 0
(2) #4 cont. at 3" ....... \......,
clear / bottom.
`�/ [��( , f t��y� t Footing: 50" long
�l r)�G�1V 'wAsHaz_ : it/4'x �/ 5Q' .1 8lI C T URq minimum.
S,`o_o PROFFsfj z
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Tim Covert P.E. 9381 ,t -
Structural Engineer OREGON
1750 SW Skyline Blvd #221
.GAY 22.oil �y1
Portland, Oregon 97221 1-41/ cost -' ' il'' s 6
-31-15 st
RENEWS 12
TY?( L. eu c c, 4-x LI- post 13As-E C e-GTc o : (A )
Material: Western Cedar No.1
or P.T. Hem Fir. No.2 Material: Western Cedar No.1
or P.T. Hem Fir. No.2 I 4-3(4- Pns7S C=
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StAR-FACE I ---,L-, — VA I
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gUCTUR oT4Efl t(c6 .
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� jJ9381
_ Mcount P.E. ���c � _ To EACHZ=� f Gk--.�0 r S'�
ural Engineer oREcor1 _ � l S7
IMO SW Skyline Blvd #22'1 �Y 22 j9'1 — 1 ki r (4 J ( fdl Co i. "' c_s-, Too,
Portland, Oregon 97221 4/�--- l
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RENEWS 12-31-15
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Material: Western Cedar No.1 -------t-Tr— , /'•
( - os or P.T. Hem Fir. No.2 } --�(4- Pnc7rs c
a.) CA� H�rLt�� ---�o � T Sl--o of e-
5
....
Note: This detail applies I
2K(e to P.T. 2x8 deck joists. Vst
See also Detail (G). f In 116W11
5.1 PS00 Lao j Ii
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61oe5 / l (2) 4-x4- 51tiPoi 2,7 " rIC\A 1
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Tim Cavett P.E. �� ,ys381 l OT
C°3313 C-R' 2 c o R.f ikl 1401,5-1-
Structural
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Structural Engineer OREGON T EA '(--4 Z (.p D G---.J O t 51-1750 SW Skyline Blvd #221 '04, ,y,1 ) _
Portland, Oregon 97221 ( 41 ,31` 1 t 1t li,N COJ _ y t j i �Gt �Djk'1_ 1ptC`--t `eP,
RENEWS 12-31-15 _11
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TO covert P.E. (<
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Structural Engineer
- 1150 SW Skyline Blvd #221ORE„GON
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Portland, Oregon 97221 "z, S
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RENEWS 12-31-15