HomeMy WebLinkAbout134 W 8th Street (6) _ aaaw�.._.+:..ase a®ora�•�.�
CVD ! NFORMAT !oN
ST 4UCTURAL NO1F5 { ?SIJ 11_13I1464 COOL —
rTY
ROIetQMONS! C50-C)
LFOL�,LgWI NOTES APPLY EXCER 'M 1E5:10'=SE
II CONRTRJCTI ON TYn
C
S;M
' RiRCn ZONE F-`
�
Unifonn 8ulbing Cad. - 1�EdNIe,s bulL0114% OGtd'AfkjCT m•AR K I N G — ExItri
EOADs-'-- Roo--------25 pet Stain 6 Cenidars--__----100 prl i J{(l'� Ib 4I L p I t4G, A R>,t A :
Wind------25 pef Floor- 50ioj+: psi (ametltlmr) � ,
4 EXISTING IPbIJILOIhl6s 1,950
w40ATIONS--+wwnd footings to Firm udNurbed sWi wIM 4000 psi bsarme wins. 3 T9Y• , yo FIRST r LGo Q AO f31T ION 1,010
Ederis faMirtgs to be 18'minimum 6eFow finished pods.
SALSfi M riNT r*17h IT10/J ego
Notify i..ehINct after enco+ation bat prim to Forming faatings wodmio y of oil may bewri Fred, �v
T4:STAL •ARtcA 3,630 = to
QaCefTEA11 reinforcinp steel to bs k"pscted and approved prim w c.awri'g bl Architect and building Deparhnent.
Lv0
Concrete as
te n, be 2000 psi -5 Wks of cement w
i .yd.-S'scamp.
on
Stake an grade to be 4" thick with 6"e6. 10/10 WWF-5 woks of ce•tenl per cu yd. - 3• to 4" sly. y{. .y
Reinforcing steel tobe'"mm"diale gredp steel fV-40 kit. I - /'�v
Lap all rah fmciny ban 30 dlemte
sn at splices.
_ Cmfen all exposed comer of beamwmms
s and k 3/4'. r;r
ho
Concnns toter an reinforcing steel: I •1�i�
Welk(earth
Colurrew 8 beams---1-1/`2" (to the") 'Nolk('"sodser lace)._^--`___1_Ih•
Wath onside focal__..__^—____I•
Conc:ate walls to haw 05"a, 15" o.c. H 8,V w111,2 -if In footings. { O A
At openings, in ,,nIk provide 2-45 a:no fon at fop,b."orm and side enw-;kv 30 dknwbn bs yyid em- I
nen and I - f7 Or 4' dlgaol at each tester.
.'.t sorters and intersections eMend hmligneal Nall Weel 6 2" from ouhide face Nerd lop wlKs elbow ban _
(18" E-W-)of ams Lin and spaclag• place.in catskle face only. I !
W`One footings are pawed rpmafe !nm walk paMich xall rtnrbs 18" Imq,tense Jac and apxhq as ier- I
t .A Reel; nulls without afrtkul reinforcing Jail haw 04 Or V-6"ski,It 18" o-c.
STRUCTURAL-- rc.r;r .tion and ersGion✓loll for eWal to the best orectics in modem dwctural thug.
hooter°al shall be ASTM A-36 fb`72,000 Fel Mr rolled✓hopes;ASTM AR3 Fir" 35,000 Pei for pipe cokmv%. -------
Welding to las perfsmsd by certified ootden. I --
Welds to be 3/16" -Athens fillet Wolds all contact whit". COM G. S r5lwlkL K
Shop details to w oppnwd by AmIshact prim to fubricclim.
Erection of structural%Ml shall be Wc%,ed from callapring with tempmmy bracing until fernswnt stiffening I e ROPG4"N
is installed. lnNt
ST%*VE4ETR---TMs shall 6e carrsion resistant.
n
Moxm%Oe area per tie of 2 sq-ft. t
Me:bnasn horionlol spacing of 24"oz.
Tim to crncrete wolh and a ry wells shall he#1111 k S page who. .
TMs to wood ferning shall be Z2 gape cw nvood mole)tin.
LMGER----- Stn %.[ timber to IN: Doug' s fir m kiln d.ied W.C.Iwrleck Par WCLA Rule Bork fly No WWPA rales. I
rnomin g lumber to be 120OF.
jMnts spanning won 8'shall haw bridging at mldWo n.
Double joists v c m pwtltWm and tem folding dean. _
Nailers to steel to be"inched wNh IA*M8 @ 36"oz.
PrWide waher, wider belt end nut heads bearingNoakes wood
Sill plans shall be pew tkv trealed, set on 15 .;1sh kN•th;p and boiled to eaxnte vatle with i
5/8" M8 a 10" a 4' mo.Mum o-c. - + - - ---- r K,ST an &4'n"i CoNC. IeA'V kjrA - -- - - - -- -
GW-tAM_----Shaw grade sorbin" s n blow: "8• -220OF 7
k1ElMERS Colinas -Combination 'G� IWX i
-- Dstal:s and specifications to be approved by Architect prim to fabrication• f
inspection repart to be wbmltled b Achiect prim M erectus. E Ii f
NOMY Arehltect whorl mA"lal arrMes on 1e6 prior to erection
^reside temporary wppwts and bracing far merriment mill por arrnl appals ore lewolled.
! 1
O .KIKIS CAP" Cid gill
SeF.1EtJULE OF _ DRAWIN4S
• � l � .�>� <� �iA a'�' <ax > �T o,�. � 3.(. 'T" £�a _ ° I ---ILonITnN4 -- I `P
r� I
A- I SITE PLAN S7RUCT. NOT&S
A4 Fi.00R i' L.ANS
hT EKTERIUR e.LEVATIONS
A4 %WILOINq sracTIvNS M ^" h dJkw 4p51TtOtf dp I hb
A3 wA, r Lr S ECT I O WS I a . ' > v£ r 3 �5},L rittSTIn J
ti iFv' �R'<a 1ItASkMtNT Z_*.. SI_ . 141.1 I e
.
SSTj .} �� s�'..r•.:�' � Q., }F �, '
M-2 FLUOR PLAID - FIRST FLOURow
I (��
M-3 FLOOR PLAN - r3ASE VENT
E- I FLooR PLANS _ ._ _ __
_0�4 � to M1LoGK
t `— -----
�n2S1 TcawNSMI P
tETi��_o ( iXitTle IrL..natG- 4" N!W_1�f;!f�lTrufJ 1!_i� y,_ K .r t/ I"O47 AIV<.tLES
13 z/i T
j I 14
i - - - - • , Tv
_
s ,glT � ✓LAID
SC �
w4—t: Ile
R.6�rxEU -_-..1CD{T ION4 ' Tc� ?e1611a T1e1 �Tf�fskT 1�R•A►NCk-I "p"'�"
N,TFfT �- ""' ARCHITECTS DURHAM ANDERSON FREED COMPANY P.S. ,e� Us{R471" NATIONAL `ANK • r00tT 1.NciLE4
f' `lAsww
rgala 41Tb- -PL&W SW& T %CW§0UL k I MUtT NOT&C&
FA{RAea FAfT wArRe wwsswwro"terse rlrnr lAde pr .
awn a"an•w:-�. eaweT L westwsa raw Mina s. iae AIA AAea"terse MA esc"ARD v.POUn MA "Aeae s.Nle a of
r
...... ..,n