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,_ <br /> � <br /> C <br /> ' � A. AT.L RF.1.I�FQRCI':G S'1'EF.L $HAI.T. SE ACCURATET.Y AND SLCURELY PLACED. , <br /> B, KE1S'rpRCI":G SN�LL NO'P BE llE1T OR DISPLACF.D FOR TIIE COYVENIFNCE OF OTH}iR j <br /> - � 'IRADIiS li\I.tiSS APPROVh:D HY 'IHF. STRUC7'URAL FTGINLER. �, <br /> C. 5PI.AY RF.I\FORCI\G S7'LEL AROli:CD OPI'.`�PdGS idl'PH 1" in 10" SPLAY URt.tiSS ! <br /> OTHk:R1i15ti S1101:N. � <br /> D. M1NIh1U`f COVIiR FROlf COSCRF.TE SURFACES TO REIIFORCI'�G STEEL SNALL AE: i <br /> 3" + 1 J2" TO B07"LOl1 OF F00'P1�G I <br /> 2" + 1/4" 'CO EAR'1'H FACG OF 12A1.L <br /> 1" f- 1/4" TO IA�SIDti FACF. Oti I:AI.L <br /> Ci�'.�i�FF Or 57.:155 0\ CRADF, i <br /> E. I.AP AI,L 6.5RS A `fINTPiI"•1 OF 3G DIA?f'r.7'FRS F:XCEYT AS OIHI:Rld1SE NO'I'ED. 'i <br /> F. liT.tiCLRICAL COSllUl'P SNAi,i. SE PI,ACED SF_AR Cti1TER OF SLAB. 1 <br /> I,7C:H'P ;�I}:PAL YI.:1'I'E COS\EC7'ED I�OOD "IRL'SSES I <br /> l . '�nGStiES 5NA1.T. COi1PLY W17'H U.B.C. ST.4.ADARD NO 25-17-7G AND ALL PROVISIONS OF TNE � <br /> i)i:57G\ SP];Clk'1C:1710SS FOR L1CHT PtI�:TAL PLA'fE COSSEC'lI3D 1d00D 'LRUSSIiS OF TNti '.FUSS <br /> PLA'I'E INSTI'IUTE TP1-70 BXCGPT .'�S 0'1�11:F.4:IS6 1�0'LI:D. . <br /> 2, AI.L 'PFUSS AND CO?iPRESSiVL•' MGPIGL'R STAY RRACING AND WNNECTIONS Si1ALL IIE MA,�UFAC'LURED <br /> HY TUAI.ATIN VAT.LhI' BUILUCRS SUPYLY OR APPROVED. <br /> "3. }fi-.',�16ERS SHAI.L N07' EXCI:IiD A L1VE LOAD ll}:FLECITON OF T./360 OR 120RKING S7'RF.SS1iS <br /> POR 7'HE APPROi'ItIA"I'E `IA'PP:RIAL lJ�lliiR A 'CO'CAI. LOAD OF �i0 T.AS FOR RUOF ?1F�1111iR <br /> 4. TFUSS hfAiCUFAC'fUFtiR SNALL PUNAISH CO`iPl.l TE liNGINEIiRING SHOP DFu.{dI.nCS 17I7'H <br /> ;;pr,75'Ct;RF.D PROFF.SSIO\AI. IiNGI\cCR'S SEAL. SIIOP URA12IrGS SHALL SHOW CLI:ARLY <br /> P:I:���I'ION PI.AN AnU ALL STAY BRACING FOR TRUSS CO?iPRLSSNE PiG'1BERS AND REQUIhGD <br /> ClC:3ECTI0A5. <br /> 5. AI L CO;CSi'Ci IJ.�' 7'L:1'I'1:S SNALL DIiV}�:I,UP Tllti FUt.i. STh1:SS IN ?11:A1RER h`1'I'H A `1117AfU:1 <br /> i �,'�':;�1'GF: ,CC ',>:F :i�'•iRl'R OF 2000 I.BS. AND P'INI^tU21 SI7,F. OF Pl.fi'1'l;S OP 3" x 5". <br /> 6. 7HE 7HI�S5 A1:1:UF,1C'PUR6R 511ALL SUBfIl'1' CI'.RTIPIC:1Th:S 7'RO?i AN I\Ui;l'7:NUEN'C '1'P.S'f1NG <br /> Ct�tqPAKl' 7'IlA'; N.L 7'IiUSSES UELIVEItED TO JOBS1'i'E COXFOR*1 TO APPR01'EU SHOP <br /> DF;d�!]14GS. COS'C OF ALL 'LEST CF.RTIFICA'PIiS SHA1.T. BE BOF�F, BY 7'HE 'PRUSS PiANUPACTURF.R. <br /> 7. G1S'�}".CT AI.T. 'IRI;SSF:S 7'0 SUPPOR'fTRG A1f�l1iP12S IJI'1'll 1-STAtPSON N1 CO'dNECTION !U\D 3-lOd I <br /> 71i8 S.1]],S PS� 1:55 O'ilfl[�l;Ltip: tillUl2N. <br /> Pni�P111�G I.L'?1BER �. <br /> 1. A1.L FRAh1ING LUAIGER SHA7.L liE UOUGI.AS FIR OR 1.ARCH G}tADED TO 1976 STANDARD <br /> GRADING RUT.1>S 1�16 FOR Id�S'f COAST LU?16tiR <br /> A. l:R'PI:R70R l2AT.L S'I'UDS � <br /> CO:S7'RUC'CION--------------1'b = 1050 �� <br /> I3. IS7'1'.F7.OR h'AT.i. STUllS � <br /> S'PUUS---------------�-----1'b = 800 i <br /> C. JOIS'PS <br /> n0. 2----------------------lb - 1250 ! <br /> D. 131:�'ti9S <br /> 120. 1------------- ------lb - 1350 <br /> I:. 1'OS'1'S <br /> r0. 1--------------------Iti = 1200 <br /> F. BLOCKING, PT.ATGS AND 13RIllGING ! <br /> S'1'AVD:IRD-------------------Ib = 600 <br /> 2. Al,l. A1L�1G}:RS 3X OR I.ESS (I,F.AST Di*tI,�5I0\) SNA1.L BP•. KII.N-llFll?D � <br /> 3. 1':�OVIUE SOL7D ]3LOCK7>iG (SA>tE llGP'ill Ol' }llii•1PF.R) A'C AT.L PO1N'f5 OF RF::IRTNG AtJD <br /> 1 x 4 6R1DGP.:G @ 8�-0" O.C. PfAXP.qU?i, . <br /> !i, Al,l, PI.A'CIS5 A.\D I.I�:DGi:RS IN CON'fACf 111TH CO\CRETF. OR ;L150:dRY SNALI. BE PF3?SSURE <br /> '1'REATED. I.F:UGI:P.S ?tAl' I3E SF:PARA7'h:D F,tO?t COSCR1iTE OR 14AS01RY 1dI1� 30 i.R. ASI'He\L'I'IC <br /> I'EI.T. - <br /> � - S. D�1L'Ri.fi AI.T. JOISTS tISllF.R AL[. PAR.4I.I.F.L PAIt'fl'I'10::5. <br /> (�. Filli \:11LISC Slili SCIIFIIULIi A`:D UP.AIJIVGS. <br /> � � <br />