REV1 APPROVED BLD BLD2023-0401+Structural_Plan+10.27.2023_1.33.41_PM+3866506HV
LEGEND
PANEL EDGE NAILING PER SPAN
PLAN (8d @ Coc U.N.O.)
< > EXTENT
BLOCK FULL -DEPTH X
(VENT PER ARCH'L.) X 4 SECTION DETAIL
TRIM RAFTER TAILS (FB) FLUSH BEAM
AS REQUIRED (SEE
ARCH'L. FOR DIMS.) (PT) PRESSURE —TREATED
COLUMN ABOVE
r
B
COLUMN BELOW
NEW STRUCTURAL WALL
RAFTERS
PER PLAN
EXISTING STRUCTURAL WALL
A35 PER
SW SCHEDULE
NEW CONCRETE WALL
PANEL EDGE NAILING
(@ 48"oc
ELSEWHERE)
PER SW SCHEDULE TO
EXISTING CONCRETE WALL
TOP PLATE (8d @ Coc
U.N.O.)
SHEARWALL PER PLAN
►
MOMENT CONNECTION
O
ALL —THREAD WN AT
SHEARWALL ABOVE
END OFSHE
STRAP HOLDOWN AT
END OF SHEARWALL ABOVE
8d @ Coc -
TO BLOCKING
RAFTERS
PER PLAT`
SHEARWA
8d @ Coc
TO BEAM
RAFTERS PER PLAN
SHEARWALL PER PLAN
/ZN ICA AT DI nOl/
BEAM PER PLAN ALIGNED
OVER SHEARWALL
(3) 16d
AT BLOCK
BLOCK ONE RAFTER
BAY @ 48"oc EA. SIDE
A35 PER SW SCHEDULE
(@ 48"oc ELSEWHERE)
3/4" = 1'-0"
FRAMING PLAN NOTES
1. SW__ INDICATES SHEARWALL TYPE PER
SCHEDULE 8/S4.0. REFER TO DETAILS FOR
TYPICAL SHEARWALL CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
WALL INFORMATION.
2. REFER TO GENERAL STRUCTURAL NOTES FOR
FLOOR OR ROOF SHEATHING TYPE, THICKNESS,
AND NAILING.
3. COLUMNS SHALL BE DOUBLE STUD MINIMUM,
UNLESS NOTED OTHERWISE. SEE 11/S4.0.
4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP
PLATES AND SPLICE PER 12/S4.0.
5. CS__ INDICATES COILED STRAP TYPE PER
SCHEDULE 6/S4.0. REFER TO DETAILS FOR
TYPICAL STRAP ASSEMBLY.
6. POSTS 0, INCLUDING ENDS OF WALL OPENINGS,
SHALL BE (2)2x6 UNLESS NOTED OTHERWISE.
HANGER SCHEDULE
MEMBER
(FLAT ONLY)
HANGER
FACE NAILING
CAPACITY
(Cd = 1.0)
2x12
LUS210
10d COMMON
1335 lb
2x12
LUC2101
10d COMMON
1410 lb
(2)2x12
LUS210-2
10d COMMON
1335 lb
(2)2x12
HUC210-21
16d COMMON
2385 lb
1. CONCEALED FLANGE HANGERS ONLY NEED TO BE USED WHERE
THE TYPICAL HANGERS CANNOT BE INSTALLED.
ALL WORK SUBJECT
REVISED PLAN APPROVED
TO FIELD
CITY OF EDMONDS BUILDING DIVISION
INSPECTION FOR
4 a7 L
CODE COMPLIANCE
BUILDING OFFICIAL
APPROVED
Nov 09 2023
PLANS MUST BE
ON JOB SITE
APPROVED DATE
----------------------------
Revision is the reduction of eve from 3' to 2' 1
I '
I
i Revised sheets are:
I
Site 1 1
I A4 i
A5 i
A6
A9 I
and i
I Structural sheet S2.2----------------------------
'
I
•------------—
Reviewed by
City of Edmonds ;
Planning Division
'---------------
............................................
! The following documentation shall be available on.
site for the building inspector:
: ® COE APPROVED ARCHITECTURAL PLAN SET
® COE APPROVED STRUCTURAL PLAN SET
COE REVIEWED CALCULATION PACKET
: ENERGY CREDIT WORKSHEET
❑ SITE PLAN
i CIVIL PLAN
L . . . . . . . . . ii i Oi iDi O iDii iIiDiNi DiPiiTiiiTi. ...........
I1
ROOF FRAMING PLAN (UPPER FLOOR WALLS,
scale: 1/4" = V-0°
MEMBER
(SLOPED ONLY)
HANGER
FACE NAILING
CAPACITY
(Cd = 1.15)
2x12
LRU21OZ
10d COMMON
1295 lb
Harriott Valentine Engineers Inc.
1932 First Avenue, Suite 720
Seattle, Washington 98101-2447
tel 206 624 4760 fax 206 447 6971
www.harriottvalentine.com
'www" " 10127123
Project Contact
Henry Nuckles
tel 206 413 6664
hnuckles@harriottvalentine.com
Project Architect
Patricia Brennan Architects
4515C Bagley Ave N
Seattle. WA 98103
Project
Shen Federman
23310 Humber Lane
Edmonds, WA 98020
Issue Date Issue Description
03/23/2023 Permit Submittal
10/27/2023 Post -Permit Revisions
Building Department Approval
REVISION
Oct 27 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0401
Drawing Title
ROOF
FRAMING PLAN
Drawing Number
S21
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