APPROVED BLD-Carpenter S2.1 rev12nd Floor & Lower Roof Framing Plan
SCALE: 1/4" = V-0"
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
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BUILDING OFFICIAL
Oct 19 2020
APPROVED DATE
1
S3.0
Upper Roof Framing Plan
SCALE: 1/4" = V-0"
GENERAL FRAMING NOTES:
FLOOR FRAMING NOTES:
ROOF FRAMING NOTES:
1. ALL LVL BEAMS SHALL BE FLUSH AND ALL HEADERS
5.
STUD WALLS SHALL BE 2x HF STUDS @ 16"oc, UNO. SEE
1. FLOOR SHEATHING SHALL BE MIN .2%2" APA RATED SHEATHING
1. ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING
DROPPED, UNO.
SHEAR WALL, HOLDOWN AND STRAP SCHEDULES ON S1.1
(48/24). NAIL @ ALL PANEL EDGES AND OVER ALL SHEAR WALLS
(32/16). NAIL @ ALL FRAMED PANEL EDGES AND OVER ALL
FOR ADDITIONAL REQUIREMENTS AT SHEAR WALL FRAMING.
w/0.113"O @ 6"oc AND 12"oc TO ALL INTERMEDIATE FRAMING.
SHEAR WALLS w/0.131"O @ 6"oc AND 12"oc TO ALL
2. TYP. HEADERS SHALL BE 4x6 DF#2, TYP. UNO. SEE
PLACE LONG DIRECTION OF PLYWOOD PERPENDICULAR TO
INTERMEDIATE FRAMING. PLACE LONG DIRECTION OF
4/S3.0 FOR INSTALLATION AT 4x AND GLB HEADERS.
6.
AT BREAKS IN DOUBLE TOP PLATE OF ALL EXTERIOR WALLS
JOISTS DIRECTION, STAGGER PANEL JOINTS.
PLYWOOD PERPENDICULAR TO JOISTS DIRECTION, STAGGER
AND ALL SHEAR WALLS SEE DETAIL 3/S3.1.
PANEL JOINTS.
3. PROVIDE (2) BEARING STUDS UNDER EACH END OF ALL
2. TYPICAL FLOOR FRAMING SHALL BE 2x10 HF #2 @ 16 oc,
BEAMS AND (1) 2x TRIMMER (BEARING) STUD AND (1) 2x
7.
SW-X INDICATES SHEAR WALL PER SCHEDULE 2/S1.1. SEE
DIRECTION PER PLAN. HANGERS SHALL BE SIMPSON LUS210,
2• TYPICAL ROOF FRAMING SHALL BE PRE -MANUFACTURED
KING (FULL -HEIGHT) STUD AT EACH END OF ALL 4x6/4x8
ARCHITECTURAL DRAWINGS FOR ADD'L INFORMATION. ALL
UNO.
MENDING PLATE TRUSSES @ 24"oc UNO.
HEADERS, UNO. PROVIDE PT (2)2x TRIMMER STUDS AE
NEW, EXTERIOR WALLS SHALL BE SHEATHED PER SW6, UNO
49
3. CONTRACTOR COPY OF
EACH END OF EACH GLB HEADER, TYP, UNO. NAIL
3. - INDICATES HOLDOWN LOCATED AT END OF SHEAR WALL
TO SUBMIT FINAL TRUSS DESIGN
STUDS TOGETHER PER GENERAL STRUCTURAL NOTES.
8.
REFER TO ARCHITECTURAL DRAWINGS FOR DIM'S NOT
ABOVE, SEE SCHEDULE ON 3/S1.1.
SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR
SHOWN.
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APPROVAL PRIOR TO FABRICATION.
4. PROVIDE SOLID BEARING BELOW ALL POINT LOADS
4. - INDICATES STRAP AT END OF SHEAR WALL ABOVE, SEE
ABOVE.
9.
REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL
SCHEDULE ON 1/S1.1.
REQUIREMENTS.
ANNEEENGINEERINGRA, STRUCTUL
C
1801 18th Avenue South
Seattle, WA 98144
phone: 206.658.5169
mike@anneestructural.com
1-1 7-2019
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Revision Issue Date Drawing Set
7/17/2019 Permit Set
Al 8/26/2020 Revisions to Permit
REVISION
Oct 07 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2nd Floor &Roof
Framing Plans
S11