HomeMy WebLinkAboutFile Documents.232 E Main St.0078-2020-BCHO (93)MARK COLUMN
TC1 6 3/4"x9"
TIMBER COLUMN SCHEDULE -BY
OTHERS, FOR REFERENCE ONLY
TC2 6 3/4"x9"
TC3 6 3/4"x30"
TC4 6 3/4"x21 1/2"
TIMBER COLUMN
TOP OF PIER =
0' -0" TYP
SEE PLAN FOR
PIERS NOTED WITH
DIFFERENT T/PIER
ELEVATIONS
BE
T
W
E
E
N
P
L
A
T
E
S
6
7
/
8
"
C
L
E
A
R
9"1
1
/
2
"
1'
-
0
"
1
1
/
2
"
TC1 AND TC2
COLUMN
3/4" DIA. HILTI KWIK BOLT III
W/ 4 1/4" EMBEDMENT, TYPICAL
1" NON-SHRINK
5000psi GROUT
BED
1/2" BASE PLATE
3"
7
1
/
2
"
3"
3"
1/4" PLATE W/ (2)
3/4" DIA. BOLTS
1/4
1'
-
3
"
1
1
/
2
"
1'
-
0
"
1
1
/
2
"
2"2'-2"2"
TIMBER COLUMN
5"
1/4" PLATE W/ (4)
3/4" DIA. BOLTS
3
1
/
4
"
3"
3 1/2"1 3/4"
BE
T
W
E
E
N
P
L
A
T
E
S
6
7
/
8
"
C
L
E
A
R
6
3
/
4
"
2'-6"
TC3 COLUMN
1'
-
3
"
1
1
/
2
"
1'
-
0
"
1
1
/
2
"
2"1'-5 1/2"2"
BE
T
W
E
E
N
P
L
A
T
E
S
6
7
/
8
"
C
L
E
A
R
6
3
/
4
"
1'-9 1/2"
TC4 COLUMN
4
1
/
4
"
4
1
/
4
"
CONCRETE PIER REINF.
LAYOUT AND DIMENSIONS
#4 TIES @
12" O.C.
(6) #6 DOWELS
WITH STD. HOOKS
INTO FOOTING
1'
-
0
1
/
4
"
2'
-
0
"
1'-4"
P1
1'-0 3/4"
1'
-
0
1
/
4
"
2'
-
0
"
1'-10"
P2
(6) #6 DOWELS
WITH STD. HOOKS
INTO FOOTING
1'
-
1
0
"
1'-4"
P3
(4) #6 DOWELS
WITH STD. HOOKS
INTO FOOTING
1'-8"
2'
-
1
0
"
10"
11
"
8"
P4
(8) #6 DOWELS
WITH STD. HOOKS
INTO FOOTING
1'-8"
2'
-
9
"
10"
P5
(8) #6 DOWELS
WITH STD. HOOKS
INTO FOOTING
8
1
/
2
"
11
"
1'
-
1
1
/
2
"
1'
-
5
"
1'
-
5
"
SEE 1/S3.0 FOR PIER ELEVATIONS
FOOTING SCHEDULE (BEARING 4000PSF)
MARK SIZE REINFORCEMENT COMMENTS
F2 NOT USED
F1 3' - 9" X 3' - 9" X 12" (12) #3 EACH WAY, BOTTOM
F3 5' - 0" X 5' - 0" X 12" (8) #4 EACH WAY, BOTTOM
F4 5' - 0" X 3' - 6" X 12" (7) #4 EACH WAY, BOTTOM N-S WALL AND FOOTING
REBAR TO PASS THROUGH FTG
F5 3' - 0" X 3' - 0" X 12" (8) #3 EACH WAY, BOTTOM
F6 4' - 0" X 4' - 6" X 12" (6) #4 EACH WAY, BOTTOM E-S WALL FOOTING
REBAR TO PASS THROUGH FTG
F7 3' - 0" X 3' - 0" X 12" (8) #3 EACH WAY, BOTTOM N-S WALL AND FOOTING
REBAR TO PASS THROUGH FTG
F8 3' - 0" X 4' - 9" X 12" (5) #4 LONG WAY, BOTTOM
(7) #4 SHORT WAY, BOTTOM
LOOSE LINTEL SCHEDULE
MARK SIZE BEARING
REQ'D
COMMENTS
L1 (2)L3X3X1/4 4"
L2 W12X19 6" PROVIDE 1/4” BOTTOM PLATE AND 1/2" DIA. X 4" LONG HEADED STUDS @ 32" O.C.
L3 W8X10 6" PROVIDE 1/4” BOTTOM PLATE AND 1/2" DIA. X 4" LONG HEADED STUDS @ 32" O.C.
MASONRY WALL SCHEDULE (STRUCTURAL)
MARK BLOCK SIZE LEVELSVERTICAL REINFORCMENT COMMENTS
M1 8" CMU #4 @ 32" O.C. (TYPICAL) GROUND TO PARAPET
#4 @ 8" O.C. (FOR 2' - 0" EACH SIDE OF OPENINGS) OR ROOF
ADDITIONAL MASONRY NOTES:
1. PROVIDE DOWELS, EITHER #4 X 48" OR #5 X 60" LONG TO MATCHING SIZE AND SPACING OF VERTICAL MASONRY REINFORCING INTO
FOUNDATION WALL. DOWELS SHALL EXTEND HALFWAY INTO FOUNDATION WALL AND TIED TO FOUNDATION VERTICAL REINFORCING. HOOKED
DOWELS (12” MIN.) ARE TO BE PROVIDED AT FOOTINGS.
2. ALL VERTICAL BARS TO BE CONTACT LAP SPLICED AS THE LENGTHS PROVIDED IN THE MASONRY NOTES ON SHEET S1.0.
3. ALL MASONRY TO HAVE f'm = 2000 PSI. REFER TO MASONRY NOTES ON SHEET S1.0.
4. ALL WALLS TO HAVE MASONRY BOND BEAM COURSES AS FOLLOWS (UNLESS NOTED OTHERWISE IN SCHEDULE):
PROVIDE BOND BEAMS AT ROOF/FLOOR LINES (BELOW JOIST BEARING) SEE WALL SECTIONS AND AT TOP OF PARAPET.
5. ALL MASONRY WALLS TO BE PROVIDED WITH 8 GAGE GALVANIZED TRUSS TYPE JOINT REINFORCEMENT SPACED AT 16" O.C. VERTICALLY. REFER
TO MASONRY NOTES ON SHEET S1.0.
6. WALL REINFORCEMENT SPECIFIED TO CONTINUE ABOVE MASONRY OPENINGS.
7. ALL MASONRY REINFORCEMENT INDICATED ABOVE TO BE CENTERED IN CORE,
8. IN NO INSTANCE SHALL MORTAR BE USED AS A SUBSTITUTE FOR GROUT. ALL REINFORCING, WHETHER VERTICAL OR HORIZONTAL, SHALL BE
EMBEDDED IN GROUTED CELLS.
M3 NOT USED
M2 10" CMU #5 @ 8" O.C. (TYPICAL) GROUND TO ROOF
OR SECOND FLOOR
M4 6" CMU #4 @ 32" O.C. GROUND TO ROOF
M5 10" CMU #4 @ 32" O.C. GROUND TO ROOF GROUT WALL SOLID
VERTICAL WALL
REINFORCING -SEE
SCHEDULE FOR SIZE AND
SPACING
MASONRY WALL -
SEE SCHEDULE
TYPICAL WALL
REINFORCING
CENTERED ON
CELLS
TYPICAL REINFORCEMENT PLACEMENT
TYPICAL REINFORCEMENT
PLACEMENT AT END WALL CONDITION
(2) VERTICAL BARS SPACED
8" O.C. BAR SIZE TO MATCH
TYPICAL WALL
REINFORCING.
MASONRY WALL -
SEE SCHEDULE
T/
3
3" TO VERT. BAR
36 BAR DIA.T/4
T
NOTE: LOCATE CMU CONTROL JOINTS @ 24'-0" O.C. MAX.
VERTICAL JOINT CONT. FROM TOP OF FOOTING TO TOP OF
PARAPET. PACK JOINT W/DUR-O-WALL EXPANSION.
JOINT FILLER AND
CAULK EACH
SIDE.
2-#5 VERT. IN CELL @
EACH SIDE OF JOINT.
HORIZ. REBAR ACROSS JOINT (#5 @
96" O.C. TO BE CONTINUOUS
ACROSS JOINT WRAP BAR WITH
SCHED. 125 PVC PIPE FOR FIRST 30"
EACH SIDE OF CMU CONTROL
JOINTS.)
WATERSTOP BELOW GRADE
TYPICAL
TY
P
I
C
A
L
OR 1'-6" MIN.
24"
CORNER BARS
#5 CORNER BARS, TYPICAL
4
S3.0
TYPICAL WALL
CONSTRUCTION JOINT
5
S3.0
TYPICAL CORNER & INTERSECTION
MASONRY WALL DETAILS
6
S3.0
TYPICAL MASONRY
CONTROL JOINT
1'-0"
8"
1'-0"
1/
4
T
SAW CUT
CONTROL
JOINT
SLAB ON GRADE
W.W.F.
CONTROL JOINT FILLER
NOTE:SAW CUT SLAB WITHIN 12
HOURS AFTER SLAB HAS BEEN PLACED.
T = SLAB THICKNESS
CONTROL
JOINT
FILLER
SAWCUT
SLAB ON GRADE
NOTE: ANY MATERIALS USED
IN FORMING KEY JOINT MUST
BE REMOVED
2X4 KEY
CONSTRUCTION JOINT
1/
2
T
(M
I
N
.
)
T
CONTROL JOINT
4
1
1
4
1
2
7
S3.0
TYPICAL SLAB
JOINT DETAILS
SLAB-ON-GRADE JOINTS SHALL BE SPACED
IN TWO ORTHAGONAL DIRECTIONS AT NOT
MORE THAN 15 FT O.C. FOR A 5" THICK
SLAB AND NOT MORE THAN 12 FT O.C. FOR
A 4" THICK SLAB.
2 "H" MIN.
"H
"
D
I
M
.
SE
E
PL
A
N
"D
"
"D"
"D
"
CONT. FOOTINGBARS TO MATCH
CONT. FOOTING
REINF.
CONT. FOOTING
MIN.
1 1/2 MIN.
1
8
S3.0
TYPICAL STEPPED
FOOTING DETAIL
www.kengsc.com
Project number
Date
Drawn by
Checked by
SEAL:
COPYRIGHT 2020 K.ENG LLC
SHEET
NUMBER:
TITLE:
FIRM ILLINOIS LICENSE NO. 184-004153
KDK
KDK
S3.0
SCHEDULES AND
TYPICAL DETAILS
18-1015
232 E MAIN ST.
ASPEN, CO
CORE AND SHELL
BUILDING
6-14-2018
3/4" = 1'-0"S3.0
1 TYPICAL BASE PLATE DETAIL
3/4" = 1'-0"S3.0
2 PIER DETAILS
1" = 1'-0"S3.0
3 NOT USED
EXP 10-31-21
No. Description Date
1 PERMIT 9-25-2018
2 ISSUE FOR BID 11-28-2018
4 PERMIT CORRECTION 12-18-2019
5 CONSTRUCTION 5-27-2020
6 FOUNDATION REVIEW 7-24-2020
7 FOUNDATION - TIMBER COOR. 8-7-2020
8 FOUNDATION - TIMBER FINAL 8-13-2020
13 PERMIT REVISION 9-4-2020
14 WESTERN WOOD COORD. 9-18-2020
17 CONSTRUCTION REVISIONS 10-15-2020
20 PERMIT CORRECTIONS 2-9-2021