HomeMy WebLinkAboutPermit File BLD-2020-0246 1907 Bradley Drive (2)TABLER507-5
DECK JOIST SPANS FOR COMMON LUMBER SPECIES r(ft. • in.l
Revisions
(E) STUD WALL
(E) SHEATHING
(E) 2 X 12 --
FF. 3' -1"
CONC.
STEM
WALL
1 /2" P.T.
PLY'D.
FILLER/
TERMITE
BARRIER
CO N C - - -----------—
(E) FOOTING
SLIDING DOOR --- 7
SASH (REFER TO �
MFR. SPECS. FOR
NAILING)
I
SEALANT r4
TREX DECK
OR MATCHING DECK
OR PORCELAIN TILE
SEE PLANS
FOR FRAMING
GSM TERMITE
SHIELD
TYPICAL SLIDING DOOR SILL OR SWING DOOR
SCALE: 1 1/2" - 1'-0"
I" TYP.
3/4" PLYWOOD
SEE PLAN
TYP. • TREAD
2 X 4 BLKG. BETWEEN
STRINGERS
W
SIMPSON THA218 HANGER
W
AT EACH STRINGER
4
8-2 X 12 STRINGERS MIN.
/2" PLYWOOW
.
:TYP. •. RISE S ....
DBL FLOOR JOIST
OR FLUSH BEAM .
FACE OF SIDING- REMOVE @
- SEE PLANS
® DECKING
5/8" TYPE "X"
(E) SHEATHING
SPACEDUNDER STABLE
FLASHING
NOTE;
INSTALL Z X FIRE STOP
FOR STAIRS WIDER THAN 3'-0"
• MID SPAN. OF
2 LAYERS OF 30# FELT
STRINGERS SHALL BE AT " O.C. MAX.
IL
STRINGER
DECKING
STAIR STRINGER SUPPORTS
3
SCALE: 1 1/2" = 1'-0" .
•
• I GRADE
( ) 4 DETAIL DECK LEDGER
Scale: 1" = 1'-0"
SIMPSON DTT1Z
HOLDOWN W/ 3/8"
DIA. lag bolt 4 total required
one within 24" of each end.
2 X 12 PT FLOOR JOISTS
APPROVED JOIST HANGERS
P.T. 2 X LEDGER W/
FASTENERS IN ACCORDANCE
WITH TABLE R507.2
SIMPSON
770'��� ABU88
BASE
CONCRETE
FOOTING
#4 @ 1011
5 DETAIL RAMP FOOTING
Scale: 1" = 1'-0"
SIMP
EA. S
• � i
TALE 0301 S
MINIMUM UNIFDRMLY DisTRIaUTED11W DADS
(in pounds per square
foot
Us*
Live Load
Uninhabitable attics
without storageb
1 G
20
Uninhabitable attics Wth
limited storageb' B
Habitable attics and attics
served with fixed stairs
30
Balconies exterior) and
deckse
60
Fire escapes
40
Guards and handrailsd
200h
Guard in -fill componentsf
501,
Passenger vehicle garages"
50"
Rooms other than sleeping
rooms
40
Sleeping rooms
30
Stairs
40c
(No change to footnotes)
SPACING OF DECK JOISTS
SPACING OF DECK JOISTS
WITH NO CANTILEVER°
WITH CANTILEVERS`
SPECIES
SIZE
jincheSy
iincheO
12
16
24
12
16
24
6
-`-13
L"
4-:-
--
E-B
a -k'_1
b_'
_
6--10
11-2
1 2
9-10
8-11
7 _
2 ■ IL
mar
��
14-4
' D-11
1- 5
11-4
= 12
-49-G
4"
4"
4"
4&-'&
4-34
17-5
15-5
12-7
17-11
15-6
12-8
�#►
:.a
az.i
�
�
�
z " a
�
44-4
4--
--;1-4
�
44
Douglas t
10-10
7-48
a-7
5-�
7_7
larch',
—
—
hempin sapruce
pine
2 10
4"
�4
�1•
�
4 -X
�1-
13-3
11-6
94
13-3
11-6
9-5
2 ■ 12
"
&4
42-49
in-in�-
148-4 5-5
141-4 1-4
10-11
2,F
7-6
6-9
5-6
6-10
6-2
54
JAL$
-U"
&4
Redwood,
2 Y a
8-0
6-11
western curs
ponderosa pinr-
44444
.6"
.6.+-4
4"
-Q4
jQ-z
red pane
2 * IC-
12-0
10-5
8-F
1-1-1
10`6
8-7
17
13-11
12-1
9-10
14-0
12-2
9-11
For 81: 1 Imb - 23-4 rrrn. 1 loot- 304. d rrrr. 1 pound per square ibot - 0 0479 W& 1 pound - 0.434 It
■. No 2 grade wtm wet service factor
Q. Ground snow load, We toad -41111111-gLpsf. dead NOW - 10 pal, U'A - 300
C. Graa7d snow bad we load -4C-00 psr, dead lord - 10 pst, Lr'A - 360 at Blain span. tJA - 180 at
canrilevee vAh a 220-poured point load appNed to and.
& ticludes Incising factor.
e. Fiorinerrn saecm4s wit+ no InxJsino iaclor
G�
a�
7�
N
N
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rn
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/r �-
0 cr 0� 00
C) CO p
r--_ U L0
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= r Q Q
NOTE:
PERMIT
DRAWINGS
8261
REGISTERED
ARCHITECT
Z
A PELL4R LE €3ARON
TE OF WASHINGTON
07/31/2021
COPYRIGHT. THIS DESIGN IS THE
PROPERTY OF ISLAND ARCHITECTURE.
DATE: 6/5/20
TITLE:
DETAILS
SCALE: AS NOTED
A.5