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REGISTERED
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D aP, ELI)
M1CKEN
E OF WASHINGTON
14 6116
G. STREET
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S27L 1..".
F' G:-..: . -AL:. '- TES .
. • . • . .
: . 'Verify direns' ons . at. Site:: -Use details marked- n tyridaT" - -7herever,errIc=
th.npes:, .. or' sub st_ituti dna: are" not permitted without written
::::::i 7 7 , 7 1.,tett and tbe Structural En rineer. Refer to written .. ,
. . - srecifications for - e'' redulrements
r . .
' . . . .
.
Srnw Toed. .. *30 r h.•.. n 1 c w e ' 20.t.s.f.1 seiinic loads'
7n.l.f Bul.:'.. C7de .fo 11. See-ri.ns fcr .. cd al Ybch.nicel Unit.- ,-
. - j d: : ::: I: Cfrrrs .nd st.irs . 12p r.s me7: floor . 75' p
_ tcel floor. live .lond -,.. '40 P.S.f: '
. .
.
. -.
- .. :
• . ...
el low soil bear1nb rressure f„ 3000 r.s.f . otton of ell 'fcat
.
J.ni7s- to bear on I. uncLs; :rbed s7.!1:1 below eils'ting '
1 . "'''d"'. FIt f' fx fOringA ..I'-C nIn1. --- -:.T. finished gr=de.
_ ,,,I. T7 . \_.a.s...--,m-:rar- sncr1-.7 t 7 : - , f.7ent of walls, if
IS
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rtR
lny cxcar t
clan F,re as
ce. : ., re shall be 5%
, .1- 7 -;'' F : ..4 b s on rrade. No
.5 . 7-. : r:7.7. ntp I slope above
sr' on the foundation
nd may Pry due to site
c ondi t ions, •
CONCRETE:
•
'MASONRY: • ' . . , .
.. _ slabs ind footings, 4 for walla: Ire-cast: 4000 p.a.!. • 28. days...
_ of :5 . cks o
saf cement er 'cubic ysrd Of concrete. Allownble slummo: 3 for
Attain i r.inimum strenzth of 3000 r.s - P t 23 days with
. • .
DnitS:. A:S.T.K• C90,. Grade N. Mortar: A .S :7' .Y. C270 - Tyhe- M (2000 r.'s.i.)
. ,
., Grout: A.S.T.M .C476 with a : stren.:-th of 2000.p.s.i. ..
Fill cells- contilning'reinforcing with .grout in lifts not .exceeding 4'-0 in
:h
, . eight. "Pill"' ether cells with' grout as indicated on drnwings. Contractor
.. • shall provide temrornry brncing for mnstnry wells, es required, until 'Con,- '
nection to roof dinphrngm hns been commleted.
REINFORCING STEEL: • • .
t . Deformed bfirs: A.S.T.M. A615, Grade i00, except ns roted Otherwise. -. SeturelY
•
•
. .
, tie in 'pante with double 'annenled' 16 gp. Iron wire or rroved clips. Sur...tort
' -
reinforcing bnrs in . slabs' nnd bens on 'well cured boncrete blocks alc arrr:.ved
metal' chairs. Provide reinforcing bars with clear .emdedment as 111144
..- Concrste age iriSt Roil c 3", formed concrete against_ Soil =. 2, ills exd
[ to-weather - = 31 , Welli not exposed to wen ther ' m 3/4 slabs on grade =lic.
. 2 MI1C TUR41, 8 T EEL: -
Submit shot drawings of reinforcing steel for approval by the Architect, ...-.-,
.
SteeI'sections and rates: A.S,T.M. A36, P - 2 , 36,000 r.s.i...=. Structural -_ I
tubing: - A.S.T.M. A501, Rj - a 36,000 p.s.A. Bolts: A.S.T.M. .T.M. A as. , . I t . r . : s 1:S . TM43: ci l .i : ; . .1 , i ? 0 , ; , , 4 ,,, Erection . end fnbrication in accordance With i
sT :::e1 0.0 1 1 ':uidings". Submit . efg
by the" Architect.: ::. - .7L- : !-r • .. ' ' : :
, ...4 41 = 5: 74 t ==.41 'e :; 4*.
. • =1;,,t.:1
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• .
, - St e; el JoiSts . by the Ztee1 Joist Institute. Submdt shop' drnwingsf or.
1 4 1 1 1 ;
. . . • • •
. . . . .
Conform to ' Srecifientions for Open. Web Steel Joists &- Longsren - .
. WELDING:
_ u Steel for Builings!'.. . - --
' abbrOval; by the Architect. ,., 7 • n ' Erect and fnbricnte in nccordnnce With: :i
"Specificntions for, Design, 178brid'ation and Erection StrUbtUral •:1
• • • .
- i _ by ertified-±ielders . - - . -
Belding to be in accordance 1, 1.th American Welding D
g Spciety!s Standard I:'..1-72
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I bef7re flcbr system is, in J1.
MndIfied) of nll bnckfill soil
11 bear gne.r than ,s 1 vertical. to 1
ex! stine or rTanned Elevations s
sumed elevations of tors of footings
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N. 2020 ARGONNE. RD. SPOKANE , WA
A. *HURT CONSTRUCTION CO.
1827 AGNES MISSOULA, MT. 59801. 406 -549 7192
DRFTG, EWA DATEPQC
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CHECK. APPROV
SHEET NO. 0
SPOKANE WASH. 992-011 509.328.7628 o
NO. 8126
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