HomeMy WebLinkAboutstruct foundation detailsTRUE STRAIGHT LINE SAWN
WITHIN 24 HOURS AFTER POUR
TRUE STRAIGHT LINE
1x2 CONTINUOUS KEY OR "BURKE KEYED
KOLD JOINT" OR EQUAL
X X X X X
NOTE:
1.CONTRACTOR'S OPTION, SAW CUT OR POUR STOP
POUR STOP
X X X X X
SAW CUT 'd''d'd/2d/23/4"DEEPNAILS NOT REQUIRED
IN CLEAR SPAN
PROVIDE MIN. 1 5/8"
END DISTANCE FOR CS
AND CMST STRAPS
EQUAL NUMBER OF
SPECIFIED NAILS IN
EACH ENDEND LENGTHCLEAR SPANEND LENGTHCUT LENGTHTOP РLATE CONFIGURATION MAY
VARY. IF NOT CONTINUOUS,
PROVIDE SIMPSON MST37 STRAP
TIE ACROSS BEAM
STL. TIE PLATE (A36) 1/4" x AS
DIMENSIONED w/ (4)-SDS25300
SCREWS
BUILT-UP 2x POST TO
MATCH BEAM WIDTH
PLYWOOD FILLER AS
REQ'D
5"1" 4" 4"
1"3"1"
3/16
TYP.
DBL. KING STUD, NS/FS
1
1
DOWELS: #4 @ 36" O.C.
#4 NOSE BAR CONT.
CONCRETE WALL,
SEE FOUNDATION PLAN
FOR ADD'L INFO.
2'-0"2'-0"T.O. SLAB
SEE PLAN
SLAB ON GRADE, PER
SLAB PLAN
8" (MIN.)CONCRETE WALL, SEE
FOUNDATION PLANS FOR
ADD'L INFO.
1/2" EXPANSION JOINT
T.O. WALL
SEE PLAN
SLAB ON GRADE,
SEE SLAB PLANS
FOR ADD'L INFO.
POST BASE,
SEE PLANS FOR
ADD'L INFO.S.O.G., SEE FOUNDATION
PLAN FOR ADD'L INFO
WOOD POST, SEE PLAN
CONC. THICKENED SLAB FTG.,
SEE SLAB PLANS AND FTG.
SCHED. FOR ADD'L INFO.
С POST
& FOOTING
SAW CUTSAW CUT
С
WALL
SLAB, SEE FOUNDATION
PLAN FOR ADD'L INFO.
P.T. SILL Р w/ 1/2"Ø x
2 1/4" EMBED HILTI KB-TZ @
24" O.C., TYP. U.N.O
PLYWOOD SHEATHING, SEE
SHEATHING PLAN FOR ADD'L INFOSTUD WALL, SEE FRAMING
PLAN FOR ADD'L INFO.
x x x x x x x x x
SEE PLANS'L'
SAME SIZE AND SPACING AS HORIZONTAL BARS
'L'
'L'
'L''L'
VERTICAL
BARS, TYP.
PLAN VIEW
NOTES:
1. L=24x(BAR ⌀) FOR CONCRETE, 1'-6" MIN.
2. L=30x(BAR ⌀) FOR MASONRY, 1'-6" MIN.
CONCRETE
WALL, TYP.
CONCRETE FOOTING, SEE
FOUNDATION PLAN FOR SIZE
AND REINFORCEMENT
HOOKED DOWEL (STANDARD
HOOK), SEE FOOTING
SCHEDULE FOR ADD'L INFO.
ALTERNATE HOOK DIRECTION,
U.N.O.
CONCRETE WALL, SEE FND.
PLAN & FND WALL SCHED.
FOR ADD'L INFO.SPACING (MAX)1/2 HORIZ. BAR48dB LAP LENGTH3" COVER
3" COVERHORIZ. REINF., SEE FND
WALL SCHEDULE FOR ADD'L
INFO.
VERT REINF., SEE FND WALL
SCHEDULE FOR ADD'L INFO.
SCHED.
PER WALL
3" MAX.180° STANDARD (STD.) HOOK12d
90° STANDARD (STD.) HOOK
4d (2 1/2" MIN.)
90° OR 135° STIRRUP/TIE HOOK
6d (3" MIN.)6d (3" MIN.)NOTES:
1. 'd' -INDICATES BAR DIAMETER
2. 'D' -INDICATES FINISHED INSIDE BEND DIAMETER (INCLUDES SPRINGBACK)
3. FOR #3 TO #8 BARS, D = 6d
4. FOR #9 TO #11 BARS, D = 8d
5. FOR #14, #18 BARS, D = 10d
3/4" = 1'-0"3 TYP. SLAB JOINT
3/4" = 1'-0"8 TYP. WALL REINFORCING -INTERSECTIONS & CORNERS
3/4" = 1'-0"2 TYP. NON-LOAD BEARING WALL @ SLAB DTL.
3/4" = 1'-0"9 TYP. CONCRETE WALL REINFORCEMENT DTL.
3/4" = 1'-0"4 TYP. SLAB @ FND. WALL DTL. -EXPANSION JOINT
3/4" = 1'-0"7 TYP. THICKENED SLAB SPREAD FOOTING DTL.
12" = 1'-0"10 TYP. REBAR PLACEMENT DTL.
ISSUE DATE:910 Brooks Street, Suite 203Missoula, MT 59801406.542.2849www.aeg.designPROJECT NO:2/7/2024 3:40:56 PMIssue Date
S0.3
TYP. DETAILS305 SOUTH 5th STREETBOZEMAN, MT. 59715NEW GARAGE / ADUPERMIT SET23-040
3/4" = 1'-0"5 LATERAL COIL STRAP @ FLOOR DTL.
3/4" = 1'-0"6 TYP. STL. BEAM BEARING @ BUILT-UP POST DTL.
1 1/2" = 1'-0"1 TYP. SLAB @ FND. WALL DTL. -THICKENED SLAB
REVISIONS
DATE DESCRIPTION