Six Star LLLP Residence - EOR interior shear revisionEXISTING WALL FRAMING
EXISTING 2x RIM
(U.N.O ON PLAN)
EXISTING BEARING
WALL (BEYOND) W/
HEADER SUPPORT
PER PLAN & 11/S3.0
EXISTING PLATE NAILING
EXISTING SHEATHING
NAILING
EXISTING FLOOR FRAMING
& SHEATHING
EXISTING NAILING
HEADER PER PLAN
3/4" = V-0" 2
AT INTERIOR SHEARWALLS CONTRACTOR TO COORDINATE SHEATHED SIDE OF WALL W/ARCHITECT
WALL FRAMING PER
GENERAL STRUCTURAL
NOTES
2x RIM (U.N.O.
ON PLAN)
SHEARWALL PER PLAN
AT EXISTING CRIPPLE WALLS
PLATE NAILING PER
GENERAL STRUCTURAL
NOTES
—FLOOR SHEATHING NAILING
PER PLAN (8d @ Coc
U.N.O.)
— 2x FULL —DEPTH
BLOCKING ® 48"oc
— EX JOISTS PER PLAN
(3) 1Od BOX EACH
SIDE OF BLOCKING
A35 PER SW SCHEDULE
10d BOX EACH SIDE
OF JOIST TO PLATE
3/4" = 1'-0"
vG
IILnULl\ I LI\ I Lf INI
WALL (BEYOND) W/
HEADER SUPPORT
PER PLAN & 11/S3.0
3/4" = V-0"
3
0
2
S2.
(2)2x8 �1]2x8 - ---- ----
Cn
X
N
N
4
2�' 4x7'_4_LVL_ r
00
X
C
X
N
N
` JL J
x
w
MAN
N
26
G
--- -2 2x6--._
HORIZ. STRAP
PER 5/S3.0
2 2x6 Q_
lL'
44 (P.T.) BOLT TO
CONC. W/(1)rx8"
TITEN HD 12" MIN.
FROM TOP OF
CONCRETE
VERT. STRAPS
PER 5/S2.2 &
N �p1 6/S2.2 TYP.
N G�
L;,
( HORIZ. STRAP
\ PER 5/S3.0
LX. 6x1
�
w Qc X
SW1 x 3FT.
LX.
MAIN FLOOR FRAMING PLAN (BASEMENT WALLS;
scale: 1/4" = 1'-0"
LEGEND
FRAMING PLAN NOTES
SPAN
1.
SW_ INDICATES SHEARWALL TYPE PER SCHEDULE 8/S3.0. REFER
TO DETAILS FOR TYPICAL SHEARWALL CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION.
< >
EXTENT
2.
REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF
X
X
lls'3.
SECTION DETAIL
SHEATHING TYPE, THICKNESS, AND NAILING.
UNLESS NOTED OTHERWISE ON PLAN ALL BEAMS BEARING ON
(P.T.)
PRESSURE -TREATED
WALLS SHALL BE SUPPORTED BY A DOUBLE STUD COLUMN
MINIMUM AT EACH POINT OF SUPPORT.
(EX.)
EXISTING
4.
UNLESS NOTED OTHERWISE ON PLAN ALL NEW (2)2x6 HEADERS
COLUMN ABOVE
SHALL BE SUPPORTED BY A SINGLE 2x TRIMMER PLUS 2x KING
STUD PER 11/S3.0.
0
COLUMN BELOW
5.
COLUMNS SHALL BE DOUBLE STUD MINIMUM, UNLESS NOTED
OTHERWISE. SEE 11/S3.0.
6.
AT ALL NEW SHEARWALLS PROVIDE DOUBLE TOP PLATES AND
SPLICE PER 12/S3.0.
0
- 2 2x6 _,-
SW1 x 10 FT.
_�J 3
S2.
O U
X 0
N
w�
w
3
I� S2.
M
SW3 x 2FT._______ SW3 x 2FT.
HORIZ. STRAP
PER 5/S3.0
X
3 SIM
HANGER SCHEDULE
MEMBER
(FLAT ONLY)
HANGER
FACE NAILING
CAPACITY
(Cd = 1.0)
26
LUS26
10d COMMON
1055 lb
2x10 or 2x12
LUS210
10d COMMON
1150 lb
(2)2x10
LUS210-2
10d COMMON
1150 lb
SEE PLAN FOR HANGERS NOT SHOWN HERE OR CONTACT ENGINEER.
HANGERS WITH (MAX.) DESIGNATES ALL ROUND AND TRIANGLE HOLES
TO BE USED FOR NAILING.
\
J Welch
Engineering LLC
P.O. Box 28427
Seattle Wa. 98118
Joshua T. Welch S.E.
joshtwelch@gmail.com
tel 206.356.9553
T.
WA '/y
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n/RAL
FSS�ONAL
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Architect
Lawrence Houston, Architect
10002 17th Ave. NE
Seattle, WA 98117
Issue
1. 3/28/23 PERMIT SET
2. 6/16/23 PERMIT REVISIONS
3.8/17/23 CORRECTIONS
4. 12/8/23 STAIR REVISIONS
5.
Print Date
12/8/23
Drawing Title
MAIN FLOOR FRAMING
PLAN
Drawing Number
S2ml