SMC Kruger Clinic - Structural Permit Revisions 2 (3).pdf
DesignerAuthor
15-055-01
Construction Documents08.18.2015
No.DescriptionDate
21600 WA-99. EDMONDS, WA 98026
10.09.2015
CARE -KRUGER
S3.02
STRUCTURAL
SMG URGENT
PROJECT INFORMATION
PROJECT NUMBER:
Permit Revisions
DETAILS
PROJECT LEAD:
CLINIC
DRAWN BY:
ISSUANCE
SHEET NO
2 4
@
BOLTS
4
THRU
. OFFSET ROWS
3/4"Ø
NECESSARY
PLAN
BM.
SHEATHING
(E)
(2) ROWS OF
PER
VERIFY
OVER
BEAM
CHANNEL
OC
IF
SHEATHINGLOCATED
BLKG16"
CONTRACTOR
(E)(E)
PLAN
WALLPLAN
PROVIDE
JOIST
PER
PLAN
SHTG
PER
BLKGSHEAR
(E)(E)
BM
PER
(E)
BM
Joists
Existing
CLARITY
Below
FOR
SHOWN
GLB
NOT
(E)(E)
WALL
BEAM
0"0"
TOENAILS
REMOVE
PER
SHEATHINGSCHED
1'1'
(N)
BEARING
New
0"
NAILING
==
TO
1'
WALL
1/2"1/2"
JOIST
0.148"Ø
=
Typical
SectionSection
ANDQE"4QE
3"
PLATE
SHEAR
11
Scale:Scale:Scale:
JOISTS
(3)
NOTE:
1.
12
48
BASE
CLIP
POST
POST
BEYOND
FRAMING
A35
PLANPLAN
SHEATHING
PLAN
BC
OFTO
SIMPSON
PERPER
SIMPSON
STUD
SIDE
JOIST
PER
BEAM
ROOF
POSTPOST
EABEYOND
(E)(E)EA
(E)
CLIP
LAM
A35
GLU
BM
Below
Post
to
Above
0"
0"
1'
Post
1'
=
1/2"
=
3/4"
Typical
Section
WALL
JOISTS
BLKGBLKG
REMOVENECESSARY
FRAMINGPLAN
1
Scale:Scale:
2x4x
@ARCHPER
BETWEEN
CLIPS
PLANSTUD.
OFSTAGGERED
ROOF
BEAM
AS
SIDE
LTP4
PER
(E)
BOTTOM
(E)
11
EA
7
SIMPSON
BEAM
BEAM
OC,
BEAM,
24"
(N)
(E)
PLAN
PER
BEAMS
BM
CLIP
POST
(E)
A35
PLAN
SHEATHING
OF
SIMPSON
PER
SIDE
JOISTBEAM
POST
EA
(E)(E)(E)
CONNECTION.
Beam
Existing
FRAMING
CLARITY
EXISTING
Beam
Below
FOR
TO
SHOWN
(E)
BEAM
GLB
NOT
(6)BEAM,
NAILS
STAGGERED
ATTACHPLAN
NEW
BEAM to
@
0"0"0"
CLIPS
W/
SHEATHING
1'1'1'
Post FOR
PER
(E)
0.148"Ø New
OF
BM
REQ'D.
LTP4
===
2/S3.02
(E)SIDE
BEAM 1/2"1/2"1/2"
SIMPSON
TO TypicalTypical
Section
EA
AS
WALL
(N)
AND
BLKGBLKG
FRAMING
OC,111
SHIMAND
SHIM
Scale:Scale:Scale:
JOISTS
2x(E)
24"
ARCH
1/S3.02
OR
NOTE:
ROOF
(N)
1.
SEE
(E)
NOTE:
10
26
1.
SCHED
AS
AS
PLAN
(2)
PLAN
PLAN
WHERE
CAPORJOIST
POST
FIT
CONNECT
12"
NAILING
ONCONTINUOUS,
FRAMING
PER
SERIESSW
PERJOISTNAILING
TO
AND
&
SHOWN
@
PER
SPLICEPLYWOOD
REQ'D
NAILS
SCHED
BEAMBEAMPOST
(E)
EDGE
SHEATHING
SHEATHING
SCHEDSCHED
PC
SHEATHING
TO
Framing
FLOORJOISTSEDGE
EA
NEEDED0.162"Ø
PANELSW
TO
2x14
PANELSWSW
NEW
PER
(E)(E)
OC
PERPER
(N)
(E)
Beam
Framing
Perpendicular
Continuous
Parallel
At
RoofRoof
(E)(E)
Post
Beam
toto
over
WallWall
of
End
PER
BLKGSCHED
0"0"
At
ShearShear
CLIP
Beam 1'1'
(E)
OC
SW
=OR=
FRAMING
6"
1/2"1/2"
(N)
@
Typical NTS
NAILS
ofof
11
CAPPOST
FIT
PLAN
Scale:Scale:Scale:
TO TopTop
0.162"Ø
SERIES
PER
&
REQ'D
BEAM
POST
EPC
AS
159
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8/18/2015 11:40:36 AM