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ACAUC,A, tN Ph
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J lesig of continuous and individual foatings is based on a maximum
N allowahle bearIng pressure of 4100 pwf �
A na, Ano, Car, K Design of valls in based on an active invera ! on ; pressure of K ncf
feoulvaleat f!" id pressurp of freely dratneO coarso-grained nand and
gravel ) ,
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C � Refor to Sollm Report No. 13 ,j85 by Chen and Associates , inc . and 0","
their letter of December 30, 1976.
0A
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All c i ' design to hised on the "fullding Code Revolrements for
ReinfoTeed Concrete" , (ACT 318-71) .
-4� ao 1 X!
we 005 —
h . All pouredoln-place concrete *hall have a minimum ?3-day compressive
M it 011,
atrength of 1110 nsl .
2Z;- 3/;z 2
bXr,5 co All detallIng, fabricatts", and olacement of relnforc ing s, eel shai i
,Y) he In atcordance with M 44aual of StandaQ f racy
"A RelAfarced (A—c"t PUT-
I AM whAT"01111m to ASTM Specif fr4tion N615-74 and
�3'7:-v --d
sha3l he Arade 6n, qxcept ties, field-bent barn or baro which are-
IvOT ",i,4,c)iiiV,/1 to be welded wh1ch shall he Grade 40, All reinforcing bars shall
he deformed bats, unless noted othervise.
4t splLces Imp bars 36 diameters. At corners, make horizontal bars
4%
coottruous or provtde corner hars Around openings In walls And
slabs, provide ?05, extending V-1 beyond edge of , opening ,
147
K/3
f . Provide conttnueum shear keyi at all cold joints and elsewhere as
mav be shown on the drawings,
Welded wire fahrle shall confor* to ASTM Specification A-1115 ,
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3x6
Provide AW", W1 A x W1 . 4 velded wire t abr Jc In bonded ropping
And concrete woor surface slabs,
h. M anchor bolts for beam and column bearing plates nhall be placed
C,
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PUCAST &NO PRESTRESSED CONCRETE:
2
All' 61916 TDZIL� pk()604� VIAT 11"Alcast 000cre'Fe x7"17 have a minimum 28-day compressive strength
2 MY of 5100 psi .
r b . All precast members sholl be designed to support their own weight ,
(4
dead loads indicatod oa the dravIngs, plus the live
loads Ustod aWove. LIve loads, except at roofs , may he reduced in
RAkv 4,
W-* 111F: accer4ance with provisions of the 1976 edition of the Uniform Building
Code*
44' C * Shop and erection drawings, plus calculations for gravity loads , shall
'k he submitted bv the Suppller to the Structural Engineer for review
prior co fahrication of members.
2-*,5 CWT,7-OP,�C-0
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:3 000 OP 12'1 SA. F4C;'--
of precan moofers,
SA, AXif
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IL
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A. Selow *recast watl panols provide sand , porrIand cement grout ,
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an approved enual .
013
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