HomeMy WebLinkAboutS411WELDED WIRE FABRIC SLAB "t"PER PLANVAPOR RETARDER/BARRIER
COMPACTED GRANULAR DRAINAGE FILL
PROOF-ROLLED & VERIFIED SUBGRADE
1. LOCATE WELDED WIRE FABRIC IN UPPER THIRD OF SLAB.
SUPPORT ON BOLSTERS, CHAIRS, OR CONCRETE BRICKS.
2. LAP WELDED WIRE FABRIC A MIN. OF ONE FULL MESH SPACING.
3. THE USE OF NYLON OR POLYPROPYLENE FIBER IN LIEU OF
WELDED WIRE FABRIC AS A SECONDARY REINFORCEMENT IS
PERMISSIBLE, UNLESS OTHERWISE NOTED. NOTE: FIBER MAY
NOT BE SUBSTITUTED FOR W.W.F. IN SUPPORTED SLABS.
4. SEE PLAN, NOTES, AND SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS SUCH AS FINISH, JOINTING, CURING, ETC.
CONTROL JOINTS SHALL BE SAWN NOT LATER THAN THE
FOLLOWING TABLE, OR 16 HOURS AFTER FINAL TROWELING
(WHICHEVER IS LESS), WHERE TEMP EQUALS THE AMBIENT
TEMPERATURE IN DEGREES FAHRENHEIT AT THEN TIME OF
FINAL TROWELING. SAWCUTTING SHALL BE SUSPENDED
ONLY IF THE LARGE AGGREGATE IS DISLODGED OR
LOOSENED. ALTERNATE: USE PRE-FORMED JOINT FORMER.
TEMP, DEG. F TIME, HOURS
40
50
60
70
80
90
<16
14
8 1/2
5 1/2
4
3 SLAB "t"PER PLAN1/8" W. X 1/4 SLAB "t" IN
UNEXPOSED AREAS WHERE
JOINTS WILL NOT BE FILLED.
1/4" W. X 1/4 SLAB "t"
WET SAWCUT -SEE TABLE
BELOW F.F. PER PLAN
TOOL OR CHASE w/
SAWCUT SIM. TO
CONTROL JOINT
SLAB "t"PERPLAN8"2 '-0"
FORMED KEYWAY W/ 3/4"
DIA. x 18" LONG SMOOTH
DOWELS @ 18" O.C.,
GREASE ONE END FOR
BOND BREAK
PROVIDE CONSTRUCTION JOINT IN LIEU OF CONTROL
JOINT AT TERMINATION OF POUR
2 '-0"
3/4" CHAMFER,
TYPICAL
HOUSEKEEPING PAD -SIZE,
LOCATION & HT. PER MEP
DRAWINGS
#4 @ 12" O.C.
EACH WAY
#4 w/ 6" HORIZ. LEGS @ 4'-0" O.C.
(MIN. 1 PER CORNER)
CNTR'D UNDER MAS. WALL
(2) #5 x CONTINUOUS 8" CONCRETE SLAB ON GRADE
PER PLAN
INTERIOR NON-LOAD BEARING WALL,
THICKNESS & LOCATION PER THE
ARCHITECTURAL FLOOR PLANS.
(TYPICAL @ ALL CMU WALLS WITHOUT
FOOTINGS)
NOTE: PROVIDE 2'-6" DOWELS ANCHORED
INTO CONCRETE SLAB w/HILTI HIT-HY 200
ADHESIVE SYSTEM OR APPROVED EQ.
(6" MIN. EMBEDMENT). DOWEL SIZE &
SPACING TO MATCH SCHEDULED
VERTICAL REINF. IF NOT INDICATED ON
PLAN OR SCHEDULE, USE #5 DOWELS @
32" O.C.
CONCRETE SLAB ON GRADE
PER PLAN
REINF. PER PLAN & SCHEDULE
SLAB CONSTRUCTION JOINT
SEE TYPICAL DETAIL
8"3' -0" TYPICAL U.N.O.
CNTR'D UNDER MAS. WALL
3' -0" TYPICAL U.N.O.
BASE PLATE BY
STAIR MANUF.
STAIR STRINGER BY
STAIR MANUF.
ANCHORAGE BY
STAIR MANUF.
W.W.F.
(3) -#4 EACH
WAY BOTTOM
2' -6"1'-0"(3) -#4 EACH
WAY BOTTOM
STAIR POST BY
STAIR MANUF.
ANCHORAGE BY
STAIR MANUF.
W.W.F.
2' -6"1'-0" 1'-0" MIN. 1'-0" MIN.
1'-0" MIN. 1'-0" MIN.
1'-0" MIN.8" 8"F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
F.F. PER PLAN
DEPTH OF RECESS/STEP
OR DEPRESSION
DEPTH OF RECESS/STEP
OR DEPRESSION
DEPTH OF RECESS/STEP
OR DEPRESSION + SLAB
THICKNESS
FORMED KEYWAY
CONCRETE SLAB ON GRADE
PER PLAN
FORMED KEYWAY
CONCRETE SLAB ON GRADE
PER PLAN
CONCRETE SLAB ON GRADE
PER PLAN
2" MAX.W.W.F. TO BE DEPRESSED OR
LAPPED AT DEPRESSIONS
REFER TO ARCH. PLANS & ROOM FINISH
SCHEDULES FOR LOCATION & DEPTH OF
RECESSED SLABS.
COLUMN OR WALL
FOOTING 1'-6"
REFER TO M.E.P. DRAWINGS & SPECIFICATIONS
FOR INFO. RELATING TO TRENCH EXCAVATION,
BEDDING, AND BACKFILL
FOR ANY EXCAVATION THAT MUST EXTEND
BEYOND THIS LINE, SHORING MUST BE
PROVIDED TO KEEP THE EXCAVATION
FROM UNDERMINING THE FOUNDATIONS.
1V
1.5H
NOTE: ANY SHORING SCHEME REQUIRED
MUST BE SUBMITTED TO THE ENGINEER
FOR REVIEW, PRIOR TO EXCAVATION.
PROTECTED
ZONE
SECOND POUR FIRST POUR
36 BAR DIA. LAP FORMED KEYWAY 1/3 1/3 1/3FTG. DEPTHPER SECTIONS(2) #5 x 3'-0" LONG
AT JOINT
1'-6" 3"
REINF. IN SAME SIZE &
NO. AS FOOTING. LAP
36 BAR DIA. w/ FTG.
REINF.
SLOPE STEPPED CUT
IF REQUIRED BY SOIL
CONDITIONS
T/F EL. -REF. PLAN
"L"
MIN.
"D""H""D" "H""D""D"1. "H" DENOTES HEIGHT OF STEP AS SHOWN ON PLAN.
2. "L" DENOTES LENGTH BETWEEN STEPS. LAYOUT TO
MAINTAIN SLOPE OF 1 VERTICAL TO 2 HORIZONTAL
UNLESS NOTED OTHERWISE.
3. "D" DENOTES FOOTING DEPTH, REFER TO PLANS,
SECTIONS & SCHEDULES.
NOTES:
1.01.5 MAX.12" HORIZ.
LEG TYPICAL
CONTINUOUS FTG.
REINF. PER SECTIONS
FTG. DEPTHPER SECTIONSMAINTAIN MIN. 6" OF
CONCRETE COVER ALL
AROUND
BARS TO MATCH FTG. REINF.
W/ (4) #4 TRANSVERSE BARS x
FOOTING WIDTH -6"
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
NOTES:
1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL
UNDERGROUND PIPING.
2. PROVIDE THIS DETAIL WHERE A PENETRATION THROUGH A WALL
FOOTING IS UNAVOIDABLE.
3. NO SLEEVES IN COLUMN FOOTINGS ARE PERMITTED WITHOUT
PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.
LC
CONC. SLAB PER
PLAN
F.F. PER PLAN
COLUMN BASE PLATE &
ANCHOR BOLTSSTEEL COLUMN PER PLAN
SEE SCHEDULE FOR SIZE & REINF.VARIESREFERENCE COLUMN ISOLATION
JOINT DETAILS
EQUAL EQUALSEE FOOTINGSCHEDULE
EXTEND FOOTING DEPTH AS REQUIRED
TO MAINTAIN MIN. 3" COVER AROUND
BOTTOM OF ANCHOR BOLTS WHEN
FOOTING DEPTH IS LESS THAN ANCHOR
BOLT EMBEDMENT
PAINT ALL STEEL BELOW GRADE w/
2 COATS OF ASPHALTUM OR
ENCASE IN MIN. 4" CONC.
CL
CONC. SLAB PER PLAN
F.F. PER PLAN
SEE SCHEDULE FOR SIZE & REINF.
COLUMN BASE
PLATE & ANCHOR
BOLTS
STEEL COLUMN PER PLAN
8" TYP.1/2" ISOLATION MATERIAL PAINT ALL STEEL BELOW GRADE w/
2 COATS OF ASPHALTUM OR
ENCASE IN MIN. 4" CONC.VARIES
HOLD 1 1/2"
FIRST (5) TIES
SPACED 3" OC
MAX. 4"
REF. PIER SCHEDULE
FOR REINF. SIZE & TIE
SPACING
BALANCE AT
FULL SPACE
EQUAL EQUALSEE FOOTINGSCHEDULE
NOTE: ANCHOR ROD DETAIL
SIM. FOR PRECAST COLUMNS.
PIPE SLEEVE 3" LARGER
THAN PIPE DIAMETER
LOOSE INSULATION
SEE STEPPED FOOTING
DETAIL
CONTIN. FOOTING
REINF. PER
SECTIONS/SCHEDULE
NOTES:
1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATOIN OF ALL
UNDERGROUND PIPING.
2. STEP FOOTING FOR PIPE PENETRATION THROUGH FOUNDATION WALL UNLESS
WRITTEN PERMISSION IS OBTAINED FROM THE MEP ENGINEER.
3. PROVIDE PRECAST OR BOND BEAM LINTEL FOR MULTIPLE PENETRATIONS OR
OPENINGS GREATER THAN 24" IN WIDTH.
NOTES:
WHERE VERTICAL REINFORCING IS INTERRUPTED BY THE OPENING,
HALF OF THE INTERRUPTED STEEL SHALL BE ADDED EACH SIDE OF THE
OPENING. USE FULL LENGTH BARS. IF BARS CANNOT BE PLACED AS
DETAILED, REPLACE THE 1'-6" EXTENSION WITH 6" AND A STANDARD
HOOK.
COORDINATE FINAL LOCATION OF MECHANICAL PENETRATIONS WITH
MECHANICAL CONTRACTOR BEFORE INSTALLATION OF THE
REINFORCING.
THIS DETAIL APPLIES TO ALL SQUARE AND RECTANGULAR OPENINGS IN
CONCRETE WALLS UNLESS OTHERWISE NOTED ON THE PLANS.
2 -#5 (1 EACH FACE)
AT BOTTOM OF
OPENING
2'-0" TYPICAL OR PROVIDE A
STANDARD 90 HOOKo
2 -#7 (1 EACH FACE)
AT TOP OF OPENING
COORDINATE SLEEVES
WITH MECHANICAL
OPENING
OPENING2 -#5 (1 EACH FACE)
TYPICAL AT JAMBS2 -#5 x 4'-0"
(1 EACH FACE)1'-6"1'-6" 2" CL.2 -#5 x LENGTH VARIES
(1 EACH FACE)
45o
COORDINATE SLEEVES
WITH MECHANICAL.
PROVIDE LINK-SEAL FOR
ALL PENETRATIONS
THRU BASEMENT WALLSNOTES:
WHERE VERTICAL REINFORCING IS INTERRUPTED BY THE OPENING, HALF
OF THE INTERRUPTED STEEL SHALL BE ADDED EACH SIDE OF THE
OPENING. USE FULL LENGTH BARS. IF BARS CANNOT BE PLACED AS
DETAILED, REPLACE THE 1'-6" EXTENSION WITH 6" AND A STANDARD
HOOK.
COORDINATE FINAL LOCATION OF PIPE PENETRATIONS WITH
MECHANICAL CONTRACTOR BEFORE INSTALLATION OF THE
REINFORCING.
THIS DETAIL APPLIES TO ALL ROUND AND ELLIPTICAL OPENINGS IN
CONCRETE WALLS, UNLESS OTHERWISE NOTED ONTHE PLANS.
EXTERIOR FACE
INTERIOR FACE
36 DIA.36 DIA.#5 @ 12" O.C.
NOTE: AT "TEES" PROVIDE
TWO HOOKED BARS
NOTE: PROVIDE SIMILAR
CORNER BARS FOR CONC.
WALLS WITH ONE LAYER OF
REINFORCEMENT. LOCATE
ON OUTSIDE FACE & PROVIDE
(3) #4 VERT'S FOR SUPPORT
36 DIA.36 DIA. 36 DIA.
SLAB CONTROL JOINTS -SEE
GENERAL NOTES, DTL. THIS
SHEET, & FDN. PLAN FOR
LOC'N.
COLUMN BLOCKOUT
SECONDARY POUR2 '-0" OR ASREQ 'D.WRAP BASE OF COLUMN w/
1/2" ISOLATION JOINT
MATERIAL & CAULK
ISOLATION JOINT -1/2"
PREFORMED JOINT MATERIAL
OUTLINE OF BASE
PLATE BELOW
IN AREAS SUBJECT TO HIGH MOISTURE
CONDITIONS, SUCH AS BELOW GRADE
APPLICATIONS, THICKEN SLAB TO 8" MIN.
SUBSTITUTE A COLD-JOINT WATERSTOP
FOR THE 1/2" ISOLATION MATERIAL.
1. TUBE COLUMN SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. WIDE FLANGES, PIPES,
AND OTHER STEEL SHAPES ARE SIMILAR.
2. ADJUST 2'-0" DIMENSION AS REQUIRED TO ACCOMMODATE COLUMN BASE PLATES AND
GROUTING PROCEDURES.
3. WHERE THIN-SET EPOXY TERRAZZO OR VINYL SHEET GOODS ARE THE SCHEDULED
FLOOR FINISH, ELIMINATE THE DIAMOND-SHAPED ISOLATION JOINT AND EXTEND
THE CONTROL JOINTS TO THE COLUMN.
WRAP BASE OF COLUMN w/
1/2" ISOLATION JOINT MATERIAL
& CAULK
OUTLINE OF BASE
PLATE BELOW
IN AREAS SUBJECT TO HIGH MOISTURE
CONDITIONS, SUCH AS BELOW GRADE
APPLICATIONS, THICKEN SLAB TO 8" MIN.
SUBSTITUTE A COLD-JOINT WATERSTOP
FOR THE 1/2" ISOLATION MATERIAL.
NOTE: THIS DETAIL SHOULD BE USED IN LIEU OF A DIAMOND OR ROUND
ISOLATION JOINT TO PREVENT TELEGRAPHING THROUGH FINISH
FLOOR MATERIALS SUCH AS THIN-SET TERRAZZO, CERAMIC TILE, VINYL
TILE, ETC. SOME MINOR RANDOM SHRINKAGE CRACKS SHOULD BE
ANTICIPATED.
DETAIL IS SIMILAR AT WIDE-FLANGE COLUMNS.
SLAB CONTROL JOINTS -SEE
GENERAL NOTES, DTL. THIS
SHEET, & FDN. PLAN FOR
LOC'N.ARCHITECTCLIENT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS ENGINEERTHE SIGNATURECARMELCARMEL, INTYPICAL DETAILS -FOUNDATIONS20010
4/23/2021
PERMIT SET
S411
NOT TO SCALE
1 SLAB ON GRADE CONSTRUCTION
NOT TO SCALE2SLAB CONTROL/CONTRACTION JOINT
NOT TO SCALE3SLAB CONSTRUCTION JOINT
NOT TO SCALE4MECHANICAL EQUIPMENT PAD DETAIL NOT TO SCALE
5 THICKENED SLAB DETAILS
NOT TO SCALE6THICKENED SLAB AT STAIR POSTS
NOT TO SCALE
8 RECESSED SLAB DETAIL
NOT TO SCALE7EXCAVATION LIMITS DETAILS
NOT TO SCALE9 WALL FOOTING CONSTRUCTION JOINT
NOT TO SCALE10STEPPED FOOTING DETAIL
NOT TO SCALE11WALL FOOTING SLEEVE DETAIL
NOT TO SCALE
12 TYPICAL INTERIOR COLUMN FOOTING
NOT TO SCALE
13 INTERIOR COLUMN FOOTING W/ PIER
NOT TO SCALE14 CMU FOUNDATION WALL PIPE SLEEVE DETAIL
NOT TO SCALE15C.I.P. WALL RECTANGULAR OPENING
NOT TO SCALE16 C.I.P. WALL ROUND OPENING
NOT TO SCALE
17 C.I.P. WALL CORNER REINFORCING
NOT TO SCALE
18 COLUMN ISOLATION JOINT DETAIL
NOT TO SCALE19 COLUMN ISOLATION JOINT DETAIL
10/12/21