Text · page 8 of 34
This document was a scan. Its text was produced by character recognition and may contain errors; check the original for exact wording.
fe t GENERAL NOTES
SPPUCSBLE CODE:
at NRCMCNRG NATOWAL FAR BUILDING CODE OF CANADA
Lanois canomons:
SCRIZONTAL LOAD — Tapat AT TRE TOP OF THE WALL
BERENSNG To Sopet AT HE
‘TRACTOR LORD 5126 ths APPURD 2'-a" nowt FROK
‘THE TOP APPLED ON A 24524" AREA
PAGKFLL HECHT ~ 7°-0" MOLTO 10'=0" WAX,
4 FEARING MATER TO BE DRY, WELL, COMPACTEN, a0
NOTE: THE 'T’ WALL HAS BEEN DESIGNED CAPABLEOF SUPEORTNG 2000nst, "VATER TABLE TO BE
|/- 79 ROLE FoR ui | ' FOR SPECIFIC LOAD CONDITIONS AS NOTED. TOCATED BELOW BEARING STRATA
‘STUBBE'S PRECAST IS NOT RESPONSIBLE CONCRETE:
0 i FOR WALLS LOADED OTHER THAN THE = THE VOMATE 25 AY COMPRESSIVE STRENGTH fe"
tt INTENDED LOADS NOTED. OVER ALL SILL NOT BE LESS THAN 6000 Psi,
STABILTY OF THE WALL AGAINST SUDING = THE STRIPPING CONPRESSNE STRENGTH SHALL NOT BE
SILO SIDE i AND OVERTURNING IS THE REPONSIBILITY OF ESS THN 1000 PSL.
= THE CONCRETE OURABLITY SHALL BE CLASS EXPOSURE
ii THE OWNER. PLEASE CONTACT STUBBE’S 2
PRECAST FOR OTHER LOAD CONDITIONS. — TRE CONCRETE SHALL HAVE A URL. ACRRECITE STE
ii wr
= THE CONCRETE SHALL HE Sa AR—OMTRANUENT,
ae i (= THE CONCRETE SHALL WAVE A WAX. WC RATIO OF 6.45
NOTE: THE 'T’ WALL MUST BE PINNED OR THE CONCRETE 70. eD.
= THE REAFORCG SLL BE BILLET
BACKFILLED TO PREVENT SLIDING AND
z ys ‘OVERTURNING,
Fa il SHALL CONFORM TO AZS.,
. 1
|
Yom
— AL CONCRETE SHALL COWPORY 7D 493.1, 425.2,
2033 WD ADA.
“THE DRANG GUT NOT LESS Thay
.
“+ MOU COVER OR REBAR SHALL BE AS SHOHN OM
» i — TIERAMES TO AZA4-08 CLALSE 12.
23 ii
al
& 1
I
2 '1
zc i SILO SIDE
: i" 10M @ 12° 0.6 DRILLED
=
i}
INTO T-WALL AND CAST
INTO BUNKER FLOOR:
- (4) 17 HOLES FOR PINNING i {FOOTING AND EMBEDMENT
278 HOLE FOR LIFTING
i DESIGNED BY OTHERS}
7 Ho i
{ | ste *
. =~ yx
i 4 ®
—_
EXAMPLE
PRODUCTION
pace om
INFORMATION
vou
3)
wot
Bs)
T
| sat 7
| SUPPORTED
BY SLAB a
REVISIONS ~ DRAWING ISSUE
z 7
DATE
SUED
FOR PRORUCTON
ELEVATION
SCALE: f'=1'-0"
SLO SIDE
4—20H BARS W/ 4x4x$" PLATE WELOED a
TO TOP, EPOXIED INTO FOOTING. L HONE? (515) 242183
(FOOTING ANO ENBEDMENT
DESIGNED BY OTHERS)
DRAWING TITLE:
12) T-WALL
EXAMPLE PROIECT CODE QUANTI
SECTION _"A’ (MALE END) SECTION ’B’ (FEMALE END) PINNED CONNECTION
SCALE: 1°=1'-0 SCALE: 1"=1'-0" DRAW SCALE: VARIES
CHECKER 772 ALE TWA
PROFEGY Naz BRAIINGNaz
TW1260