HomeMy WebLinkAboutS100-SLAB-PLAN-Rev.0J
a b b a
A
a
d
ad
a a
a FI I
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City d Camel
�VM�tanld(WA�
DATE: 10/16/19
T 03"
d
a
a
E
d
c
a
Q
a
a
7;
SLAB ON GRADE PLAN
SCALE: 1/4'=1'-0' 5100
EXISTING SLAB
ON GRADE
KEY NOTES:
O - EXISTING 4' THICK SUB ON GRADE. VERIFY IN FIELD.
O - NEW 6" THICK SLAB ON GRADE REINFORCED WITH FIBERMESH
300, OVER 15 MIL POLY VAPOR BARRIER OVER 4' GRAVEL BASE.
SEE TYPICAL DETAIL 3/S100.
O3 - NEW 18" THICK SLAB ON GRADE UNDER MRI UNIT. SUB SHALL
BE REINFORCED WITH FRP REBAR AS SHOWN IN DETAIL 2/5100.
THIS SUB SHALL MEET THE MRI UNIT FLATNESS REQUIREMENTS.
COORDINATE WITH FINAL MRI UNIT MANUFACTURERS REQUIREMENTS.
®- PROVIDE I' WIDE EXPANSION JOINT BEWEEN THE 18' THICK MRI
SLAB AND ADJACENT 6' THICK SUB. SEE 4/S100.
SLAB ON GRADE NOTES:
1.1 ALL REINFORCING BARS USED IN THE SLABS SHALL BE
FIBERGLASS REINFORCED POLYMER (ERR) REBAR.
1.2 PROVIDE ADD'L 1 ® SLAB RE-ENTRANT CORNERS PER
TYPICAL DETAIL 5/S100.
1.3 CONTRACTOR TO PROVIDE SLAB CONTROL JOINTS AT 15'-0'
MAXIMUM JOINT SPACING. JOINTS MUST BE IN AN
APPROXIMATELY SQUARE PATTERN WITH A MAXIMUM LENGTH
TO WIDTH RATIO OF 1.5 : 1.0. SEE 4/S100.
1.4 CONCRETE 28 DAY STRENGTH SHALL BE 3500 PSI (MIN.)
LEGEND:
NEW SLAB
ON GRADE
EXISTING 4' SUB ON GRADE
NEW 6' SLAB ON GRADE
NEW 18" SUB ON GRADE
UNDER MRI UNIT.
EXISTING SUB
ON GRADE
VAPOR RETARDING -
MEMBRANE: 15 MIL
POLYETHYLENE
SHEET
GRANULAR SSE
(3' MIN.) 1
® 12' c/c, I T.&B. REINFORCING
/ I SHALL BE FRP REBAR (TYR)
6' SLAB ON GRADE EXPANSION JOINT - SEE DETAIL 4/S100
OVER EXCAVATE BY 12". FILL WTIH ENGINEERED FILL OR
GRANULAR MATERIAL IN NO MORE THAN 6" UFTS. COMPACT
AND DENSIFY SUCH THAT 95% COMPACTION IS
APROXIMATED.
SECTION 2
SCALE: 1/2'=1'-O' 5100
LEVELING CI
(I" MAX.) 2
NOTES:
O1 - COMPACTED GRANULAR BASE COURSE MATERIAL AND DEPTH TO BE IN ACCORDANCE WITH
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. PROVIDE #57 STONE IF GEOTECH.
ENGINEER NOT ENGAGED ON THIS PROJECT, UNLESS NOTED OTHERWISE.
O2 - CHOKE SURFACE OF COARSE GRANULAR BASE WITH FINE AGGREGATE MATERIAL SUCH AS
D.G.A. FINISHED SURFACE SHALL BE COMPACTED SMOOTH AND LEVEL TO SUPPORT VAPOR
RETARDING MEMBRANE WITHOUT PUNCTURING.
- CONCRETE FLOOR SUB -ON -GRADE CONSTRUCTION TO BE IN ACCORDANCE WITH
RECOMMENDATIONS OF ACI 302.1. REFER TO ARCH. PLANS FOR UNDERSUB AND
EDGE INSULATION REQUIREMENTS.
®- REFER TO MECH./EIEC. PUNS FOR IN -SLAB HEATING PIPE DETAILS THAT MAY BE REQUIRED
ON THIS PROJECT.
TYPICAL DETAILS OF SLAB -ON -
GRADE FLOOR SLABS - U.N.O. 3
NOT To SCALE sloo
NOTED OTHERWISE,
(3) ADD'L. 85 BARS
1 ® TOP
NOTES:
1. ADDITIONAL REINFORCEMENT TO BE PLACED AT ALL INSIDE (RE-ENTRANT) CORNERS
IN SLABS WHERE CRACK CONTROL JOINTS ARE NOT POSITIONED TO INTERSECT THE
CORNER; THIS INCLUDES CORNERS AT DOORWAYS, PIERS, WALLS, ETC.
2. POSITION BARS TO HAVE 1 1/2' MIN. TO 2' MAX. CONCRETE COVER FROM TOP
OF SLAB.
3. REINFORCING SHALL BE FRP REBAR.
REINF. DETAIL ® SLAB RE-ENTRANT CORNER 5
NOT TO SCALE 5100
FILL & SEAL JOINTS IF REQ'D.
SAWN CONTROL JOIM BY SPECS. OR NOTED ON PLANS
1.4 (TYP.) Luc
Y
N
— � KEYED COLD JOINT
_. �1:10(MIN.) Nao
FCJ1 CONTROL JOINT LOCATED AT CONSTRUCTION JOINT
FILL & SEAL JOINTS
CONTROL
1 8' IF REQ'D BY SPECS.
OR NOTED ON P5J S
gEp1 1 4'
SEAL (U.N.O.
PREFORMED
COMPRESSIBLE
JOIM
EXP. JNT. MAT.
e
SCJ
SAWN CONTROL JOINT
EJ EXPANSION
JOINT
NOTES (U.N.O.):
1. CRACK CONTROL JOINTS IN SLABS ON GRADE SHALL BE
LOCATED PER THE ARCHITECT & AS SHOWN ON THE DRAWINGS.
2. ALL JOINTS SHALL BE LAID OUT IN APPROX. SQUARE PATTERN.
3. CONTROL JOINTS IN SIDEWALKS AND DRIVEWAYS ARE TO BE
SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE WALK OR
DRIVEWAY (1 Of ox. MAX.).
4. EXPANSION JOINTS IN EXTERIOR SLABS ON GRADE SHALL BE
LOCATED 60' c/c (±) MAX. E.W.
5. WHEREVER POSSIBLE, CONTROL JOINTS AND CONSTRUCTION
JOINTS SHALL BE COINCIDENT.
6. CONTROL JOINTS MAY BE EITHER SAWN (WITHIN 4-12 HOURS OF
FINAL SET) OR FORMED WITH PROPRIETARY INSERTS OR BULKHEAD
STRIPS, SUBJECT TO APPROVAL OF ARCHITECT. DO NOT DELAY SAWING.
7. SAWN JOINTS SHALL BE 1/8' WIDE AND EXTEND TO 25% THE DEPTH OF THE SUB (I" MIN.)
B. CONTROL JOINTS IN EXTERIOR SUBS WITH REINFORCEMENT SHALL HAVE SEALANT.
9. CONTROL JOINTS IN WASH -DOWN' AREAS SHALL HAVE SEALANT.
10. USE THESE TYP. SUB CONTROL JOINTS IN BLDG. AND EXTERIOR SUBS ON GRADE.
11. POUR SEPARATE 'SLAB POUR' AREAS IN ALTERNATING STRIP SEQUENCE
12. SUBMIT JOINT LAYOUTS TO ARCHITECT FOR APPROVAL
13. COORDINATE POUR AREAS AND JOINT LAYOUTS WITH OTHER TRADES.
SLAB -ON -GRADE CRACK CONTROL AND
EXPANSION JOINT DETAILS U.N.O 4
NOT TO SCALE s1DD
FAI
ENGINEERING
R_
N
y
.Ci
CZ
O
N
>'
�7
CT
Y
N
CZ
Eli
�
3
y
M
CERTIFIED BY
r>w1m
G
'
T
N
OV
E
f6
6yJ
`
(1)111
O
C
M
TO
TO
U
LL
ip
G
o
r�
rn
o
v
C
a
0
V
�r�
W
o
V I
~
0
SHEET NO.
S IM
co