HomeMy WebLinkAbout202 S Lincoln Street (6) • O e 9 , t •
a ..
.} 'TGAsL 1 / _V4 ' r
n �♦(V t1A1LER GN 7oP C: :CCETC WALL ti
3 tL
J 3 g Z
v
� W B WNL = d
4 �
}_ r3
Ott 71
� -
t,
40
N � O
r o
2 tj R p
r
a
.3 O
F
Will __.
_ ra
N NN pONH_A J A _
4G 'd00L
4, — --- --
�-4%10 r•MDEi Coq',V._ - ,1 ; •q t1Pe (Llt'. `
v.`e .Aa 5CW. :
v a-,-,Aly EIA if _..
rt
SEC 0 N v_ -J F K .. - _ . - _ ._ �lN
'.
GENERAL NOTES
Stmctu gal design in accordwm with ** '.',Fotm Building -de
DESIGN LOADS TIMBER
r'utu.o Ronf LL a 25 psf Wind a 15 psf All lumber Do,glm fir per W.C.L A. Rule Boob No. 15. a
2nd FI,. LL a 50 Psf Allow.oil p,em. .4.000 pad (r . • all • timing i Judb,g tom wok eamo w: a
Roos(Future 3 d FW LL a SO psf Eaenquoke .Zan III (U.B.C.) f _ IWdJ asi/ Par. 123-8, 124-6, 125-6, "Corstmcrian"
Stain • 100 patRemining Walls -all pcf equ;v- fl. prat
All planks in 3" T r r. ,r+f and floor decking to trout two e0d nils er each bearing point.
REINFORCED CONCRETE
- All glued-lominwed atoms to M Combinotion B(b -2,100 psi.
Pc - 2,S00 psi ultimo*N,ength , 28 dco
Min. 5.5 sacks of cenlenr/cu. yd. of conn ere Provide shop d,awings of e0 glued-laminated mealMm to Stnumml Engine,to,approval pdo, to
Max. 6.75 gel of wager/sack of content fakAr,a•ion. Fabrication and•recta,shell he in occofdonce with nequiramnts of American Institute of
Lmber Construction and MorwfactumP shall be a mem:a, of the Imtibne.
is_ 20,DOO psi, A-15 intermediate grade.
GFNERAL COORDINATION
All reinforcing to a spliced 27 diameters min. except where no•d otbre-110, and demi led according -to A.C... Ma,•uol or Standard Pm,lice (ACI 315). All D;,fo,cing shell be held Firmly in place during Ceodinete all s'•uctuml drowino with the architectural, mechw,icoI ogd electrical dfewings.
cwo tote pou, cy moons of choin o,precast concrete blocks and adequate wire ;as. Thoroughly wet
all minfo,clnq s•eel just plot•o concrete pour. Cwntmcrian iantt shall have ,i,fo•c;ng stubbed LEGEND
through. Gout uli comt,,,tlon jo:nn just p,io go text pour. All can a.te slabs to be cured by keeping -- ,
them thoroughly wet and pmtecrd by sisalkraft pope,bo,at 1•w• 7 dap. At least three cylinde-s shall he 1.-'-- I Do„ed_in-place concrete
taken From each pour of 100 cu, yds. o, leo. Tea on cylinder , 7 dap and the she, two , 28 doys.
Provide shop druwtngs of all minforcing steel to Struc.,,al Engineer for air of p,lol to febfi cotio�.
CONCRETE COVER
Wall Faces -Woti-e • 1 - 1/2" Slobs on G•de ' i••
bt"itt. a 3/4" Footings •3" -
fool, �-2" -
MASONRY WALLS
Provide 05 r 32" o.c. vertically, exc pt as r,ke,wis• noted, and stod3,d ,infwcing 1"K" Web o
@Wall Beery other hofi:antol joint. Gout cells solid. Brick vent to be ancho.d with 08B. & S.
Owl Md drown rine for each 298 sq. in. a f wall surface. All concrete masonry units to be grade
B, half end holt blacks. All moiler, including grout, to be 2,000 psi 28 days.
STRl/C T'JRAL STEEL
•n
Is a22,000 psi (A6) `2` •, - we :�•—
-0
A!1 wWinO be•+alae by qualified widen. All Imn,16om to tie stando,d A,I,S.C. connections, 1 •. F�e"a
eISl ----- _ --
,,,,po a nosed ,n*nm;•. P,ovide d shop allowing, oil structural Nct
eel o St,uuml Enine,gfog
_ _--
sspplmuai prig to food cation.Fabficotien and emctionshallconformto neWi,elvents of Aamrican Institut• of Steel OFF ICae Vt�D tuq as //']�
•Aa C.NP 4 ' lue.'m -are
�.a• AuiY.e1 hrfstN tMKN J