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L. .r•�o•:err y;,. j es I • ,40....YlsMa i^ 1 O .--3 u • e•.a,J eco u.. 1.dit rt..,i • 2'.'0 9L.b 1 {X6gP' i 0 I " ,,n �11 _. V • to �x..pmx,•pG �•, s• o< • I .,.o — ..t _ _ u1, 11 .-• -t— 'e x�ue r'ln• ) r..1/ G\ L brY i Z `v'" LJ I ''';"; i , 1, _ • IObi.rlaac'.IWrI bc-b `Lci'•b eA. CKO r;• •v i 1 t! .. { ( L , L 3b L l`r u+� b E 3 c• o2G �Gj �.I nP /\ Y il� — — °' `v• G Dr� n 9a. G LLc �i o. t . 1 �C CZ cI 1 K r7 1/ c JI A1C" � r i0i- i4....- 7�' ` t a, -•-C 6E EMl W?ES 7 1 cI All INFO Steel snt11 be deforued Dor 451°11615-68.Grade 40:002 - Irr-,p.ppD rel)'. up unnnlous nlnro.clny ban w bar e+rter.1'T T Mi I _ � ATI-Construction sne'•I con nit with the 1976 Uniform Wilding Cont w+,lrl unl oeMmse ndtea. Cons.bars,1'r bomb en M r,d'111. ; - -- T(-���1�L Ealsr6 TED for all nerILMtel reinforcement. Octal' steer In neon:tut,with the I ,•ua.•y e,arL IEYE MOS •I 'UI lineal of Soudan'Practice of 0eta'11n9 Reinforced COworete Structures.' . V � 'S pip(W 65r foul l y I 22. e • INeeuenine 2SGS/ ('60 rS/ZWIL) invade concrete cover for re1nfon'of steel Wind Load ori.I•nv 11•-., �-'-a'�1.wL•r.ln. HISNc ma.(loon t) Y D.14 u )inches ~ _v'o uSL'eo Molls exposed M antler 14 In ; a I o i0"4Ki Lat.ret forth hmfine 30 PSP Era Molls exposed to earth 14 In. (I5 ban a 00.11.,) Mills inside fate 1 �L�� L } iint�$ flab On Arad. i"(.100,9Md.I '1c_C_'. f ; 0011 Y02..tge o-n.isterh45 soil of 2.000 PSC colt bearing cdnacl/r. - �Ys o16 2 "Of Minus of taloned footings 45.11 be t'P*Won.below outside finnan' MISct,O.i OUS 011CC -a I 1 grade. .Riau TTiMNs steel snail tauten to As^I.L76. time cors snail be A5-n rare A9AY y 0s ••wt.•a;..S�^--' C0 053. Welds net spec•fied shill be continuous 1,1101 miniY. All welds /w/•L. 04° YwD� j t-�`9�,�b,V Oc ,'t.o.m PSI inspected fee 411 t1fb on red.and foundation. to be by cert+fieo solders. Us.fresh.70 electrodes. C� 1,-4.0..7 n y.0 �Le Y V /Saw 4LG.w J I._ �I� P'11.101 StrPSIength inspected UR It pu er contralto. ;fastened 10yf hangers pp be Snildn approved non. All nag rl to 6! 6J o.L.2If f -1.2.-411,2=‘,/ U d.11.strength design method used. Nixing and Dieting of all Concrete iscellofastened be0 4Oda with prcheper Mils. A11 Mete shalt be 1111.•. cnin approved vaL Te F' and iSts o on of Wtt to C 4ha11 be In accordance.1th tee L.B.C. Arc- bolts to be M307. Annie bolts Into concrete war he en-abates or approved � . Fabricator on increase Pine 00Tb `Le.••.er Ionia.*of aggregate to cement Shell ne such as to produce t dente Kr.' ....i:Ninon M IMtt prfr Ills wit..all train concerned and 0401 mb ^=_ ••1kC., • MIe Ho .s f•Mrlaut. Ft Ritts can be pieced without segregation or • rue grit nd he 1. none fele Sereno meter. For adnidtures refer to specs. One Ulf inn I 11 11 iMmts 111 ell,Ou edges.11 400 indicated atMnlif on archltKoryl • ATTTurer to be N -Fir, ..,s Ali I�Jew('Ir, 74 •I'''. y „`y 1.-„ e.YMele. WftM luring mall be used. I graded Joists.Mor Mrs to Ig d1 tM WMt ing, late. J ..+ ,.\./ 7 V� IntpKtlw Wrnu: Mo.l'Iter enrafters and light orrinq,plates. r+ V n..<,nq,Dear,psis.•M timbers. Construction reale for studs. sham • La•.r•e^ `Z 1.1 green dhoti a dsn to'VOA b aringeg ry1es woo Western Umber-d9pi lasteon.` t 01 heeds and nuts bearing egelntt wood shot'be provided 012. I Ce eJ -� - fonpaH cut esiMre. All nod In SWUM nth Gowwnte AMII W LrestM."' AM 1 A1W .-0000._.. .._ 000_0