HomeMy WebLinkAboutS-1639 Map 7KCJ (KEYED CONSTRUCTION JOINT)
LOCATED BY CONTRACTOR
INDICATES REMOVABLE CAP.
REMOVE CAP AFTER CONCRETE IS
CURED FOR MINIMUM OF 56 DAYS
AND FILL VOID W/MM-80 SEMI -RIGID
EPDXY AT CONCRETE EXPOSED TO VIEW.
CAP TO REMAIN IN PLACE AT OTHER LOCATIONS.
3,000 PSI CONCRETE (TYP.)
W.W.F. 6X6-W2.9XW2.9
FLAT SHEETS ONLY
1 2" ON CHAIRS ® 4'-0"
O.C. BOTH WAYS OR BEAM
BOLSTERS W/ CONTI LLS RUNNERS
SAW CUT MIN. 1 " DEEP AT LOCATIONS
INDICATED ON THE SLAB PLAN
FILL JOINT W/ NON -SHRINK
GROUT OR POLYURETHANE TYPE FILLER
A MIN. 56 DAYS AFTER
CONCRETE IS PLACED INSIDE BUILDING.
CUT EVERY OTHER FABRIC
WIRE THAT CROSSES A
CONTROL JOINT
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GALV. STEEL EDGE FORM W/
REMOVABLE
A W/ DIMENBOTH SIONS
\\� \ \�� TYPICAL UNDER SLABAS
W/FORM OIL-W/24" LONG �� —CRUSHED
MIL VAPOR BARRIER
METAL SUPPORT STAKES2" OAT \� ORGRAVEROCK
COMPACTED STRUCTURAL FILL
NOTE: KEYED JOINT MAY BE REPLACED WITH #4 DOWEL CEN ED IN SLAB NOTE: SAW CUT TO BE MADE WITHIN 24
X32" LONG. EMBED 16" INTO INITIAL CONC. PLACEMENT AND GREASE AND HRS. OF CONCRETE PLACEMENT.
SLEEVE EXPOSED END. DOWELS TO BE PLACED AT 24" O.C. MAXIMUM.
A KCJ (KEYED CONTROL JOINT) B CJ (CONTROL JOINT)
SCALE 1" =1'-0"
COLUMN
FLOOR DRAIN @ SLOPED SLAB
`J SCALE : 1" =1'-0"
TYPICAL SLAB ON GRADE REINF. & KEYED CONTROL JOINT (KCJ), CONTROL JOINT
SCALE : 1" =1'-0"
10'-0"
EXTERIOR OR
INTERIOR FOOTING 11
BOTTOM OF TRENCH
EXCAVATION SHALL NOT
EXTEND BELOW THIS LINE
i NOTE:
THE CONTRACTOR SHALL COORDINATE
ALL EXCAVATION OPERATIONS WITH
BUILDING FOUNDATION REQUIREMENTS
).C.
30# FELT
GREATER THAN
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1) #4 X 2'-0"
MERE O.D. OR GROUPING OF a
;EVERAL PIPES IS GREATER THAN 4"
:ONCRETE FLOOR SLAB
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;EE DETAIL
SLAB -ON -GRADE PENETRATION
SCALE : 1" =1'-O"
FLOOR DRAIN, & SLAB PENETRATION DETAILS
WALL OR COLUMN
FOR PIPES THAT WOULD "HIT" SIDE OF
FOOTING LOWER FOOTING SO THAT PIPES
PASS THROUGH ALL ABOVE FOOTING
FILL WITH
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PEDESTAL
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GROUT a
SEALANT--�-�
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AT PIPE IN TRENCH
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FORCING ACROSS WIDTH OF FOOTING °
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STEELSLE PIPE ° ° a e OR USE CORNER BARS W/60 BAR 0 LAP
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TRENCH o SEALANT i a�
EXCAVATION
q 3-#4'S CONT. IN BOTTOM I I--
NOTE: "D 6 "D" OF SLEEVE
SLOPE TO BE A FUNCTION
OF ANGLE OF INTERNAL FOR PIPES 3'-0" OF LESS BELOW FOOTINGS PROVIDE i.
FRICTION OF SOIL AN'D SLEEVE AND CONCRETE AS SHOWN, IF MORE THEN 3'-0" 4 TIES ® 24" O.C. a
TO BE DETERMINED HY USE STEPPED FOOTING TO STAY WITHIN 3'-0" LIMIT NOTE: VERTICAL SLEEVE SIMILAR #
CONTRACTOR
SECTION ELEVATION TYP. SLEEVE DETAIL* --
VARIES
NOT TO SCALE
TRENCH EXCAVATION AT VICINITY
OF INTERIOR & EXTERIOR FOOTINGS
SCALE : 1/8" =1'-0"
EXTERIOR
SEE
W-24
TRENCH EXCAVATION PERPENDICULAR
TO EXTERIOR FOOTINGS
NOT TO SCALE
SCALE : 1/2" =1'-O"
NOTE: VERTICAL BARS NOT SHOWN FOR CLARITY
CENTER LINE OF COLUMN & FOOTING
—BY PRE-ENGINEERED METAL BUILDING
BY PRE-ENGINEERED METAL
BUILDING
ON PRE-ENGINEERED METAL BUILDING
ON PRE-ENGINEERED METAL
BUILDING
PRE-ENGINEERED METAL BUILDING &
SUPPUER DRAWINGS.
SUPPLIER DRAWINGS.
COLUMN LOCATE ON SLAB AS SHOWN
ON PRE-ENGINEERED METAL BUILDING
SUPPLIER DRAWINGS.
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ANCHOR BOLT DIA. BY METAL BLDG. SUPPLIER
LENGTH TO BE 2'-0" W/ 3"XYX Y4" PLATE
IN BOTTOM W/ TWO HW HEX NUTS.
EXTERIOR GRADE—
(1) #4 CONT.
SEE CIVIL
(4) #4 DOWELS W/ 6" HOOKS
SLAB, SEE DETAIL 1 THIS SHEET
#5 HAIRPIN—B'—O" LEG
SLAB, SEE DETAIL 1
THIS SHEET
^--_—_
1
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TURNDOWN BEYOND
#4 DOWEL � 36" O.C.
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CONT. FOOTING BEYOND
I
#3 TIES ® 36" O.C.
_ (3)#4'S CONT.
--— —�-----
- - ------�----
IN BOTTOM
'
ON 2 1/2" CHAIRS
TYPICAL W-24 EXTERIOR FOOTING
SCALE : 1" =1'—O" & TURN DOWN SLAB
F-60 1'-4" 2'-4" 1'-4"
10" 2'-4" 10" #5's ® 6" O.C. EA. WAY
F-48
1 TYPICAL F-46 & F-60 COLUMN FOOTING
0 SCALE : 1" =1'-C" NOTE: SEE FOUNDATION & SLAB PLAN-SHT. S-2.0
SEE SCHEDULE NEXT PLACEMENT
FOR REINFORCEMENT 0-BA DIA LAP SPLICE
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�STAGGE
LAPS ( P.)
FORMED 1/2" X 7 1/4"
KEY ACROSS WIDTH
OF FOOTING
CONTINUOUS FOOTING
UUNSTRUCTION JOINT
(SECTION)
SCALE : 1/2" =1'-O"
NOTE: VERTICAL DOWELS NOT SHOWN FOR CLARITY
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ND-FDATE REVISION
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SHEET TITLE:
FOUNDATION & SLAB
ON GRADE DETAILS
PROJECT
NUMBER:
HW9-36❑
PROJECT
DATE:
JUNE
2009
SHEET NUMBER:
S-3.0