HomeMy WebLinkAboutstruct hanger details2x BOT. PLATE
(2)-16d NAILS @ BLKG.
2x NON-LOAD BEARING WALL, SEE ARCH.
DRAWINGS FOR ADD'L INFO.
TJI FLOOR JOIST, TYP.,
SEE FRAMING PLAN FOR
ADD'L INFO.
TJI BLKG. @ 24" O.C. w/
ITS HANGERS, TYP.
WALL PARALLEL TO FLOOR JOISTS
(2)-16d NAILS @ EA. JOIST2x BOT. PLATE
2x NON-LOAD BEARING WALL, SEE ARCH.
DRAWINGS FOR ADD'L INFO.
TJI FLOOR JOIST, TYP.,
SEE FRAMING PLAN FOR
ADD'L INFO.
WALL PERPENDICULAR TO FLOOR JOISTS
16d NAILS @ 3" O.C.
(STAGGERED), MIN (3)
2x KING STUD, SEE TYP. KING
STUD SCHED. FOR ADD'L
INFO, SEE NOTE 2
DOUBLE TOP Р
HEADER, SEE FRAMING
PLAN FOR ADD'L INFO.
2x TRIMMER (JACK STUD),
SEE NOTE 1
NOTES:
1. USE (2)-2x FOR OPENINGS LARGER THAN 4'-0", U.N.O.
2. KING STUD TO RECIEVE EDGE NAILING, SEE FRAMING PLAN
AND SHEAR WALL SCHED. FOR ADD'L INFO.
KING STUD SCHEDULE 1,2,3,4
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.)
TOP PLATE CONFIGURATION MAY VARY.
IF TOP PLATE IS INTERRUPTED BY BEAM,
PROVIDE SIMPSON MST37 TIE STRAP
DOUBLE TOP PLATE
16d NAILS @ 3" O.C.,
STAGGERED, MIN (3)
WOOD OR GLU-LAM BEAM, SEE
FRAMING PLAN FOR ADD'L INFO.
(2)-2x TRIMMERS, MIN., REFER
TO PLANS FOR ADD'L INFO
BEAM PARALLEL TO WALL
BEAM PERPENDICULAR TO WALL
16d NAILS @ 12" O.C. ,
STAGGERED 2x BUILT-UP WOOD POST,
PROVIDE PLYWOOD SPACER AS
REQ'D TO MATCH BEAM WIDTH
2x EA. SIDE OF COL., TYP.
WOOD OR GLU-LAM BEAM, SEE
FRAMING PLAN FOR ADD'L INFO.
16d NAILS @ 3" O.C.,
STAGGERED, MIN (3)
EA SIDE OF BEAM
TOP PLATE CONFIGURATION MAY VARY.
IF TOP PLATE IS INTERRUPTED BY BEAM,
PROVIDE SIMPSON MST37 TIE STRAP
(2) 2x WOOD
TOP Р
(12) 16d COMMON
NAILS EA. SIDE OF
SPLICE, TYP.
16d NAILS @ 16"
O.C., TYP.
С
SPLICE
С
SPLICE 4'-0" MIN. LAP
SHEATHING, SEE FRAMING
PLAN AND DIAPH. SCHED.
FOR ADD'L INFO.
(2)-2x STUDS
EDGE NAILING, TYP.
SEE PLANS FOR ADD'L INFO.
2x SOLID BLKG. @ ALL
PANEL EDGES
FIELD NAILING @ INTERMEDIATE
SUPPORTS
SEE SECTIONS
SILL BOLTS
9" MAX.
5" MIN.
NOTES:
1.MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8".
2. MIN. SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0".
3. NAILS SHALL NOT BE OVERDRIVEN.
4. NAILS SHALL BE COMMON WIRE TYPE (OR APPROVED EQUAL).
5.MIN (2) ANCHOR BOLTS PER WALL SEGMENT
TOP
FACE
JOIST
NAILING SCHEDULE
RECOMMENDATIONS FOR UPLIFT
ANCHORAGE OF TJI JOISTS
SIMPSON MTS TWIST
STRAP EA. JOIST
FOR CONCRETE TIE-BEAMS OR LINTELS, THE USE OF SIMPSON
ETA EMBEDDED TRUSS ANCHORS (OR EQUAL) IS RECOMMENDED.
IF SLOPE IS LESS THAN 2/12, MAX. ALLOWABLE
UPLIFT ON JOIST IS 1250#. HOWEVER, IF THE
SLOPE IS GREATER THAN 2/12, MAX. UPLIFT IS 500#.
H2.5 ANCHOR IS NOT RECOMMENDED
A
NAILS
NAILS
SIMP. HANGER, SEE
HANGER SCHED. FOR
ADD'L INFO.
GL-RIDGE BEAM, SEE FRAMING
PLANS FOR ADD'L INFO.
EDGE NAILING, TYP.
ROOF SHEATHING, SEE ROOF
FRAMING PLANS & DIAPH.
SCHED. FOR ADD'L INFO.
LVL RAFTER, SEE
ROOF FRAMING PLANS
FOR ADD'L INFO.
TJI FLOOR JOIST, SEE FRAMING
PLANS FOR ADD'L INFO., TYP.
SIMP. HANGER, TYP., SEE FRAMING
PLANS FOR ADD'L INFO.
3/4" PLYWOOD SHEATHING,
SEE FRAMING PLANS & DIAPH.
SCHED. FOR ADD'L INFO.
2x6 @ 16" O.C. U.N.O., AS
APPLICABLE, SEE FRAMING PLANS &
SHEAR WALL SCHED. FOR ADD'L NFO.
GL-BEAM, SEE FLOOR
FRAMING PLANS FOR ADD'L
INFO.
PLYWOOD WEB STIFFENER AS
REQ'D
d/4dd/3
d/6L
NO NOTCHING
ALLOWED
NOTCHING OF ROOF OR FLOOR JOIST
HOLE BORING OF ROOF OR FLOOR JOISTMIN.2"MAX.d/31 1/2" MIN. BEARINGMIN.2"d/3 MAX.NO HOLES OR NOTCHES ALLOWEDd/3d/4
NOTCHING & HOLE
BORING OF EXT. OR
BEARING WALL STUDS
WALL STUD
DOUBLE TOP Р
d/3
dMEMBER SIZE d/3 d/4 d/6
SIZE SCHEDULE
2x4
2x6
2x8
2x10
2x12
1 1/8 7/8 5/8
7/81 3/81 3/4
2 5/8 1 3/4 1 1/8
1 1/82 1/43
3 5/8 2 3/4 1 7/8
NOTE:
1. HOLES AND NOTCHES IN BEAMS ARE NOT ALLOWED
UNLESS OTHERWISE APPROVED IN WRITING BY
ENGINEER 8" M IN .HH/3H/3H/3EQ EQ EQ
2x62x6
SIMP. LUS26, TYP.
PRE-ENGINEERED TRUSS, SEE
FRAMING PLANS FOR ADD'L
INFO.
OUTLOOKERS, SEE FRAMING
PLANS FOR ADD'L INFO.(2)-2x62x62x6BACKSPAN2'-0" MIN2x6
2x6
FRAMED WALL (BELOW)
SIMP SUL/R26-2 w/ 0.148x1 1/2"
FACE NAILS
SIMP LS50, TYP.
SIMP SUL/R26 w/ 0.148x1
1/2" FACE NAILS, TYP.2x6SIMP. LUS26
B.U. WOOD POST, SEE HOLD
DOWN SCHEDULE FOR ADD'L INFO.
SIMPSON HOLDOWN, INSTALL
PER MANUFACTURER INFO.
SILL PLATE
ANCHOR BOLT, SEE PLANS
AND HOLD DOWN SCHEDULE
FOR ADD'L INFO.
CONC. FND WALL, SEE
FOUNDATION PLANS FOR
ADD'L INFO.
T.O. CONC.
SEE PLANS
3/4" = 1'-0"5 TYP. WD. HEADER DTL.
3/4" = 1'-0"1 TYP. DBL. TOP PLATE LAP SPLICE - NAILS
3/4" = 1'-0"6 TYP. BEAM TO BUILT-UP COL. DTL.
3/4" = 1'-0"7 TYP. SHEAR WALL DTL.
3/4" = 1'-0"9 ALLOWABLE PENETRATION IN LIGHT FRAMED 2x LUMBER
3/4" = 1'-0"4 TYP. NON-LOAD BEARING PARTITION WALL DTL.
3/4" = 1'-0"8 TJI JOIST UPLIFT ANCHOR
1 1/2" = 1'-0"2 TYP. RIDGE BEAM DTL. (FLUSH GLU-LAM)
1 1/2" = 1'-0"3 TYP. FLOOR DTL. - WD. FLUSH BM. (TYPE B)
3/4" = 1'-0"11 TYP. HOLD DOWN DTL.
1/2" = 1'-0"10 TYP. CORNER FRAMING DTL.
ISSUE DATE:910 Brooks Street, Suite 203Missoula, MT 59801406.542.2849www.aeg.designPROJECT NO:2/7/2024 3:40:57 PMIssue Date
S0.4
TYP. DETAILS305 SOUTH 5th STREETBOZEMAN, MT. 59715NEW GARAGE / ADUPERMIT SET23-040
REVISIONS
DATE DESCRIPTION