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<br />DW 8 -9091 NOTES. LOO'S 30X�4
<br />1. FOR STRU.CTURAL STE-F-L KOTF.6 SEE DWG. 9049 11 TYP.1 WEST ELEVATIOW
<br />EA5T ELEVATt-OW 2 DIAGONAL BRACING COMNSCTIOt4S SHALL BE MSIGNED WP.ST ELEVA71 0 M PECEIVED
<br />FOR REACTIONS INDICATEI) .1. (PARTIAL)
<br />(5ECTIOI-JAL) - J
<br />53.0 (t) =TENSION i NOTE- 0 C' T 4 1978,
<br />49.0(-) =COMPRE.SSION 4. PROVIDE 3/4"0 HOLES (M 2e,"OJC FOR 5/6"0 EXP BOLTS FOR LOCATION OF CLOSURES 3cu r r PAPEN LO.
<br />5. MINIMUM CONNECTION$ FOR ALL,RRAC-1114G�SIHAL'L'SC ON ALL LOOSE L3x3 AT FLOOR LEVELS WHERE SEE ARCH. DWG 8-9091 xT I
<br />2-3/4" 0 ".G. BOLTS SIJOWN ON ELEVATIONS SCOTT PAPER COMPANY I
<br />-)'-d W,%s W=-A.100eb AOLD IQ_z0--?8 'Te L NORTHWEST OPERATIONS
<br />INDICA7F-D CL-05UP-E ONJ 15LEV 9 _Z1.7 FPC J.P. L I C. I44�. 17 S 14 EVERETT
<br />DESIGNED- HAZEN ANDSAWYER
<br />4.1N RELOCATED FI?AMlh* FOR D00JZ AND L0UVER9-V-78 FPC
<br />7- PC SLUDGE DEWATEQ1145 15LJ1LD1WCv
<br />COW51-9,uc�ylom 15gue 17-78 DRAWN i.8-rw-a
<br />ENGINEERS
<br />5T12UCTU 12AL
<br />D E 5-2-7a EH
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<br />L
<br />sue APP
<br />ROvr:D < D2 LA NEWYORK, NEWYORK 10011
<br />ISSUE REVISION ISSUE REVISION DATE- BY PAR �ER EV. PHSE 11 SSL & SEC. TREAT.
<br />B-
<br />SPCO Div. Enor. No. - D76-341- ao - A 130 50
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<br />110 6
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