HomeMy WebLinkAboutstruct wall post roof schedulesSHEAR WALL SCHEDULE 1,3,5
MARK SHEATHING
7 ANCHOR BOLTS2,8NAILS
(MIN. PEN.)9
NOTES:
1. PROVIDE 2x BLOCKING AT ALL PANEL EDGES FOR EDGE NAILING
2. ALL ANCHOR BOLT WASHERS SHALL BE 1/4" x 3" SQ. PLATE WASHERS
3. ALL HOLDOWNS SHALL BE LOCATED IN CENTER OF FRAMED WALL. HOLDOWNS SHALL BE LOCATED WITHIN +/- 4" OF LOCATION SHOWN ON PLANS
4. PANEL EDGES OF INTERIOR SHEATHING TO FALL ON DIFFERENT EDGE NAILED MEMBERS THAN EXTERIOR SHEATHING
5. WALL MARK SHALL APPLY FOR ENTIRE WALL LINE
6. EDGE NAILED MEMBERS MAY INCLUDE: PANEL EDGE BLOCKING, SILL/SOLE PLATE, TOP PLATE, STUDS @ PANEL EDGES
7. PANELS SHALL BE RATED SHEATHING UNLESS NOTED OTHERWISE
8. ANCHOR BOLTS ONLY APPLY AT FOUNDATION LEVEL - SEE PLANS FOR ADD'L INFO
9. VALUE IN PARENTHESIS INDICATES MINIMUM FASTENER PENETRATION INTO FRAMING MEMBER
10. AT LOCATIONS WHERE 3x SILL PLATES ARE REQUIRED, DETAIL 4/S0.05 MAY BE USED IN LIEU OF 3x SILL.
11. IN LIEU OF 3x FRAMING - PROVIDE (2)-2x SISTERED w/ SIMPSON SDWS22300DB @ 6" O.C. (STAGGERED)
12. IN LIEU OF 3x FRAMING - PROVIDE (2)-2x SISTERED w/ SIMPSON SDWS22300DB @ 3" O.C. (STAGGERED)
NAILING
EDGE FIELD
MIN. FRAMING @ EDGE6
NAILED MEMBERS COMMENTS
1.2 15/32" PLYWOOD OR OSB SHEATHING 5/8"⌀@ 32" O.C.10d COMMON
0.148⌀(1 1/2")2" O.C. 12" O.C. 3x FRAMING SEE NOTES 10, 11
1.1 7/16" PLYWOOD OR OSB SHEATHING
8d COMMON
0.131⌀(1 3/8")6" O.C. 12" O.C. 2x FRAMING 5/8"⌀@ 48" O.C.---
FLOOR DIAPHRAGM SCHEDULE 3
NOTES:
1. NAIL SPACING SHALL BE APPLIED TO ALL CONTINUOUS PANEL EDGES.
2. FLOOR SHEATHING SHALL BE GLUED & NAILED.
3. SEE FRAMING PLANS FOR SPAN DIRECTION OF LONG DIMENSION OF SHEATHING. STAGGERED PANEL EDGES PER CASE 1 FOR WOOD STRUCTURAL PANEL DIAPHRAGMS OF TABLE 2306.2.1
OF THE IBC.
4. VALUE IN PARENTHESIS INDICATES MINIMUM FASTENER PENETRATION INTO FRAMING MEMBER.
5. LAYER 2 COLD ROOF SHEATHING SHALL BE 23/32" PLYWOOD/OSB. SEE COLD ROOF DETAILS FOR ADD'L INFO.
ROOF DIAPHRAGM SCHEDULE 3
MARK SHEATHING BOUNDARY
1 EDGE FIELD BLOCKED DIAPHRAGM
1 19/32" PLYWOOOD OR OSB 6" O.C. 6" O.C. NO12" O.C.
NAIL SPACING
NAILS (MIN. PEN.) 4
10d COMMON 0.148⌀(1 1/2")
MARK SHEATHING BOUNDARY
1 EDGE FIELD BLOCKED DIAPHRAGM
NAIL SPACING
NAILS (MIN. PEN.) 4
A 23/32" T&G PLYWOOD 6" O.C. 6" O.C. NO12" O.C.10d COMMON 0.148⌀(1 1/2")
MINIMUM NAILING SCHEDULE
REINFORCEMENT
ROOFBLOCKING BETWEEN RAFTERS OR CEILING JOISTS TO TOP PLATE
NAILING
10d @ 8" O.C., TOE NAIL
CEILING JOISTS TO TOP PLATE (3) 8d PER JOIST, TOE NAIL
CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER
PARTITION 16d @ 16" O.C. FACE NAIL
RAFTER OR ROOF TRUSS PLATE, TOE NAIL (3) 10d, (2) TOE NAILS ON ONE SIDE & (1) TO NAIL ON THE OTHER
STUD TO STUD & ABUTTING STUDS @ INTERSECTING WALL
CORNERS (AT BRACED WALL PANELS)16d @ 16" O.C. FACE NAIL
CONTINUOUS HEADER TO TRIMMER (4) 8d, TOE NAIL
TOP PLATE TO TOP PLATE 16d @ 16" O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING
(NOT AT BRACED WALL PANELS)16d @ 16" O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING
(AT BRACED WALL PANELS)(2) 16d @ 16" O.C. FACE NAIL
TOP OR BOTTOM PLATE TO STUD (4) 8d TO NAIL OR (2) 16d END NAILWALL
TOP PLATE, LAPS AT CORNERS AND INTERSECTIONS (2) 16d FACE NAIL
JOIST TO SILL, TOP PLATE OR GIRDER (3) 8d TOE NAIL
RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP
(APPLIES @ ROOF ALSO)10d @ 8" O.C. TOE NAIL & A35 @ 48" O.C.
BAND OR RIM JOIST TO JOIST (3) 16d END NAIL
BUILT-UP GIRDERS AND BEAMS, 2x FRAMING (SEE NOTE 2)
NAIL EA. LAYER AS FOLLOWS:
(20d (4"x0.192") @ 32" O.C. @ TOP AND BOT. STAGGERED
AND (2) 20d AT ENDS AND AT EA. SPLICE.
BUILT-UP GIRDERS AND BEAMS, LVL FRAMING (SEE NOTE 2)
BUILT-UP -1 3/4"
2-PLY: 2 ROWS OF SDW22338 SCREWS @ 24" O.C.
3-PLY: 2 ROWS OF SDW22338 SCREWS @ 24" O.C., BOTH SIDESFLOOR
NOTES:
1. COMMON NAILS TO BE USED, U.N.O.
2. APPLIES TO TOP LOADED BEAMS/GIRDERS ONLY. ALL SIDE LOADED BUILT-UP BEAMS (i.e. BUILT-UP BEAMS SUPPORTING FACE-MOUNT
OR TOP-FLANGE HANGERS) TO BE VERIFIED WITH E.O.R.2 1/2"6" TYP.1"
END OF COL.
(TOP OR BOT.)3 1/2"8"TYP.30d NAILS,
THIS FACE
(2) 2x WD. COL.(3) 2x WD. COL.
END OF COL.
(TOP OR BOT.)
10d NAILS,
OPPOSITE FACE
1 1/2"
1 1/2"
30d NAILS,
OPPOSITE FACE
10d NAILS,
THIS FACE
NOTES:
1. ALL NAILS TO BE COMMON NAILS U.N.O.
BUILT-UP POST
SCHEDULE
BEAM
WIDTH
NO. OF 2x
STUDS
PLYWOOD
SPACER
3 1/8"2 1/8"
3 1/2"2 1/2"
5 1/8"3 5/8"
5 1/4"3 3/4"
5 1/2"3 1"
6"4 ---
6 1/4"4 1/4"
6 1/2"4 1/2"
6 3/4"4 3/4"
8"5 1/2"
9"6 ---
10"6 1"
KING STUD SCHEDULE 1,2,3
WALL HEIGHT R.O. WIDTH KING STUD SIZE
≤4' 2x4
(INTERIOR) 2x4 WALL FRAMING
(2) 2x4
(3) 2x4
≤4' - 10'
≤10' - 15'
WALL HEIGHT R.O. WIDTH KING STUD SIZE
≤16' 2x6
(INTERIOR) 2x6 WALL FRAMING
WALL HEIGHT R.O. WIDTH KING STUD SIZE
(EXTERIOR) 2x6 WALL FRAMING
≤4' 2x6
(2) 2x6
(3) 2x6
4' - 8'
8' - 14'
6x6≤10' 14' - 16'
≤10'
≤10'
≤10'
≤10'
≤10'
≤10'
≤10'
NOTES:
1. B.U. STUD FASTENING SHALL BE PER "TYP. BUILT-UP COLUMN NAILING DTL."
2. SEE FRAMING PLANS AND SHEAR WALL SCHEDULE FOR LATERAL FRAMING
REQUIRMENTS.
3. CONTACT E.O.R. FOR TALLER WALLS OR WIDER ROUGH OPENINGS (R.O.)
ISSUE DATE:910 Brooks Street, Suite 203Missoula, MT 59801406.542.2849www.aeg.designPROJECT NO:2/7/2024 3:40:57 PMIssue Date
S0.5
FRAMING
SCHEDULES305 SOUTH 5th STREETBOZEMAN, MT. 59715NEW GARAGE / ADUPERMIT SET23-040
REVISIONS
DATE DESCRIPTION