HomeMy WebLinkAboutT-269266NN
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Z
CV
(4'X6')
TOP OF BARRIER
DRAINAGE CHANNEL
A4 @ 1'tl' mm, EA WAY
LTYP. TOP & BOTTOMI-
ILLUMINATION PLANE FOR
CONDUIT AND WIRE SIZE
1
TO GROUND ROD
SEE STD. PLAN JM
CLAMP BARE MS COPPER
WIRE TO REBAR
i
LEVEL CABINET
REAR
I y I
I
........... �! CABINET
PLAN
CABINET FOUL RATION DETAIL
STA. TBS -NB405 SBN1
NTS
TOP OF SLAB
ELEV = X 2
IWO DRAIN
TUBE (TYP)
-W DW
SUMP
(TYP )
'A:I ILIPI
L BAWMN
DESIGN
TASK LEAD'.
0. NORFORD
PACKAGE:
RFI #148
SLAB
94' 5
ARIES
M4 ]E@ 5Y
E4 FACE
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SEE SHEET PVDO-OT FOR
DRANAGE CHANNEL DETAILS
I
CONSTRUCTION JOINT
6.. DIA q m ME) 1'-0" MAX EA. FACE
SUMP
I1YP)
2'a
#A 1'-0"MAX. PLACE CONCRETE PAP
TRAFFIC EA. YYAY (TYP. INTEGRAL WITH FOUNDATION
BARMIER TOP 8 BOTTOM).
O4 14 Suuc. (TYP)
SECTION A
HIS
NOTES:
1. ALL CONDUITS SHALL BE CLUSTERED TCNVARD REAR OF THE
CABINETS,
2. SLOPE FOUNDATION 114 "IFT.TO THE EDGE_
3. SLOPE PADS IWIFT. TO THE SUMP IN CENTER:
4. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WTH THE SURFACE
OF THE FOUNDATION AND A NIPPLE THAT EXTENDS T UP.
5. ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC.
6. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD,
2, BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS
SHALL BE SOP DM BY G" WEDGE ANCHORS.
& CONCRETE SHALL BE CLASS WW.
B. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED,
ALTERNATE STAINLESS STEEL CINCH BOLTS PER MANUFACTURER'S
RECOMMENDATION. BOLT SHALL EXTEND A MIK 1W MOVE THE
CONCRETE PAD.
16. SEE SHEETS TS404 THROUGH TSO47 FOR NEE NOTES.
It CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SLAB SHALL
BE WAND 2.OTHERAISE.
{ r 1 U. FACE (IYR)
— TOP OF CONCRETE
L SLAB
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