HomeMy WebLinkAbout44-01 Plans March 22 2001 Foundation Slab PlanANCHOR BOLT SCHEDULE
DIAMETER (D)
*MINIMUM
EMBEDMENT (E)
a
a
a T CONC
11/4"xYxY WASHER
W/ DBLE STD NUT
ASTM A36 STEEL
3000 PSI CONC
Cl
TS6x6x1 /4
5/8"
8"
3/4"
3/4 "x10 %10 ", (4) 3/4" A36 A.B.'S
7/8"
12"
1 "
14"
1 1/8"
16"
1 1/4"
18"
CONT.x4'- 0 "x1' -2"
(4) #5 CONT. BOTTOM
#5 @16" 0/C LATERAL CENTERED IN FTG
DIAMETER OF BOLT PER COL. SCHEDULE
NOTES:
1. DEVELOPS FULL TENSILE CAPACITY OF SINGLE BOLT.
2. SEE COL. SCHEDULE FOR ADD'L ANCHOR BOLT INFO.
COLUMN - SEE PLAN
AND SCHEDULE
POURABLE GROUT
POUR GROUT UP - r
ON BASE PLATE
LEVELING NUTS
1/4 "x3"x3" WASHER
W/ DBLE STD NUTS
SCALE: 1" = 1' -0"
2 _g• WALL SEE PLAN
BASE PL - SEE SCHEDULE
DOUBLE NUTS AND
WASHERS, SEE
ANCHOR BOLT TYPES
TOP OF PILE CAP OR FOOTING
6" PROJECTION TYP,
CONTRACTOR & STL
FABRICATOR TO VERIFY
REQUIRED PROJECTION
TO ACCOMMODATE BASE PL'S
41 EMBEDMENT LENGTH SEE SCHEDULE
i
7
CONTROL JOINT
FLOOR SLAB
ISOLATION JOINT — 1/2"
ISOLATION JOINT 1/2" PREFORMED JOINT MATERIAL CONTRACTOR
PREFORMED JOINT MATERIAL OPTION
A SIMILAR
IB SIMILAR \:FLOORSLAB
CORNER COLUMN
WOOD HEADER
FLOOR 'DILATION Rio CONTROL JOINT
SlAO "DIAMOND"
CONCRETE I
INTERIOR COLUMN
_IfI
1/Y PREFORMED
n -! _
b „* JOINT MATERIAL
ATTACH TO SLAB
FOOTING
1 SECTION
431$ S�DD SCALE: NTS CONCO006
w
C>
0
0
Li
w
V)
U)
a
W
V)
or
HANDRAIL DESIGN AND ATTACHMENTS BY
CONTRACTOR
EQ. TREADS SEE PLAN
#3 x STAIR WIDTH
`l �0
=.J.
SEE PLAN FOR DIM
#4 @ 12” O.C.
2' -0"
0
I
N l
--� N- #3 @ 12 O.C.
J EA, WAY
�. COMPACTED OR GRANULAR FILL
— #3 @ 12" O.C.
#3 @ 12" O.C.
A
r
WALL SEE PLAN
A SIMILAR
B SIMILAR
PERIMETER COLUMN
FLOOR
SLAB
�lmill v1 Ti 1
6 "t
FOOTING
rrA"
SEE PLAN FOR WALL
CONSTRUCTION
CONC. FLOOR SLAB
T /SLAB EL..�.
X X 'ter SEE PLAN
RECESS SLAB INTO BRICK
LEDGE CAVITY, LOCATE
JOIST @ CENTER OF
THRESHOLD.
SEE PLAN FOR WALL
SECTIONS
SCALE: 1/2" = 1' - 0" CONCO061
A 6' -4" NEW 11"
BRICK LEDGE
3
Pr C4 EMBEDDED IN BLOCK
r TO FOOTING T
E
SEE CIVIL FOR 1. I I 82' -0 I
RFT_ WAI I I �- FACE OF BRICK
FOUNDATION NOTES:
1 • UNCONTROLLED FILL EXISTS IN SEVERAL AREAS AT THIS SITE
BELOW EXISTING GRADE, SEE 5/S301 FOR FOOTING ON UNSUITABLE SOIL.
2. ELEVATIONS:
T /WALL FTG.= +87' -0" UNO.
T /COL FTG.= +87' -4" UNO,
T /CONCRETE WALL = +99' -7" UNO.
T /CMU WALL = +99' -2" UNO. (SEE S201)
T /SLAB BASEMENT FLOOR= +88' -0" UNO.
T /SLAB FIRST FLOOR= +100' -0" UNO (SEE CIVIL FOR ACTUAL)
3. SLAB ON GRADE:
TYPICAL: 4" WITH EITHER 6x6xW1.4xW1.4 WWF, OR FIBERMESH (1 -1/2 LB /CUYD)
THICKENED: 6" WITH 6x6xW2.9xW2.9 WWF
ALL SLABS ON 6" DRAINABLE COMPACTED FILL ON 6 MIL VAPOR BARRIER.
4. CMU WALLS ARE REINFORCED AS FOLLOWS:
8" NORMAL WEIGHT WITH #5 BARS @ 40" O/C IN GROUTED CELLS
(16" O.C. ABOVE LINTELS)
12" NORMAL WEIGHT WITH (2) #6 BARS @ 40" 0/C IN GROUTED CELLS.
5. SJ - SAW CUT JOINT
CJ - CONSTRUCTION JOINT
CONTRACTOR MAY RECONFIGURE CONSTRUCTION
JOINT LOCATIONS AS REQ'D
FOUNDATION /SLAB PLAN
SCALE: 1/81, = 1' -0"
COLUMN SCHEDULE
MARK
SIZE
BASE PLATE
Cl
TS6x6x1 /4
3/4 "OON10 ", (4) 3/4" A36 A.B.'S
C2
TS6x6x3 /8
3/4 "x10 %10 ", (4) 3/4" A36 A.B.'S
C3
TS4x4x3/16
5/8"6%11", (4) 3/4" A36 A.B.'S
C4
TS5x4x3/16
OR R3(4) x3 /4"x4 "'. EMBED /EPO Y6 ANCHORS
0 0
0 0
C1, C2
1112" TYP.
0 1112" TYP. n
C3
ASE PLATES
1 112" TYP,
C4
NORTH
T /EXISTTNG BRICK LEDGE
EL= 87' -4"
1
1.3
2
2.7
3
3.3
4
5
FOUNDATION SCHEDULE
MARK
SIZE (L x W x D)
REINFORCING
REMARKS
5.5
5'- 6 "x5'- 6 "x1' -2"
(6) #5 EW BOTTOM
6.5
6'- 6 "x6'- 6 "x1' -4"
(6) #6 EW BOTTOM
WF2.25
CONT.x2'- 3"x1' -0"
(3) #5 CONT. BOTTOM
WF4.0
CONT.x4'- 0 "x1' -2"
(4) #5 CONT. BOTTOM
#5 @16" 0/C LATERAL CENTERED IN FTG
FOUNDATION DESIGN
INFORMATION:
NET ALLOWABLE SOIL BEARING PRESSURE = 3,000 PSF
PER SOILS REPORT PREPARED BY: EARTH EXPLORATION,
DESIGNATED REPORT #1-5752, DATED: 11/15/1999
INC.