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<br />SEC DETAIL 4L 31
<br />flBOVE 4
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<br />1,v 16 1 1 - - ou cm
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<br />EL 137.25 MC8xc35 V1 Z% - 1, SEE DETAIL 10 (ABOVIE) CRANE
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<br />40.dwI4x 3 W14 it. 34
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<br />SEE TYP DETAIL x
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<br />PROVIDE BOLTED SEE DETAIL 2
<br />_ §6� 7 W. T. S.
<br />EAST ELEVATION CONNECTIONS TO (CON-TT-TYP
<br />PERMANENT FRAMING WEST ELEVAT.10N.
<br />FRAME (G) JrA
<br />A Cow s-T-COE-TI00 ISLE D.
<br />C-5'r1,AA,6TM
<br />I - (oft.e. $155 0 1-
<br />[ISSUE REVISION
<br />. -U-14J
<br />ATE-
<br />Fs--y-lissur
<br />REVISION
<br />DESIGNED
<br />H AZ
<br />DRAY4141
<br />1C H EC K E 1) Wd,,JS"
<br />APPROVIED-A -A - 9i
<br />RTNER
<br />2 ex'14" E!jQ P
<br />NOTES:
<br />EA. SIDE
<br />J, P012 ST92UCMJPAL 4.Tee L NOTES, SCE DWG. 5 - 9049
<br />2; 011AGUNAL BRACING CONNECTIONS SHALL BE',
<br />DESIGNED FOR REACTIONS INDICATED
<br />8 0 TENSION
<br />I GROUT HOLE
<br />25.0 (-JI x COMPRESSION
<br />-MINIMUM CONNECTIONS FOR ALL BRACING SHALL", "•'.
<br />130' 2 3/4"0 H.S. BOLTS.
<br />SCOTT PAPER COMPANY
<br />4 AND SAWYER
<br />EVERr" NORTHWEST OPERATIONS WASHINGTON
<br />ENGINEERS
<br />ORA" CHPCKID
<br />DATI BLOWEQ BUILDIWCo
<br />STIZUCT02AL STIM-
<br />60 LEXINGTON AVF.
<br />SCALI PLAOS A4JO C-1_C-VAT10W'5
<br />YORK, NEW YORK 10017
<br />1
<br />EV. PHSE 11 SSL & SEC. TREAT. B-19066 A.
<br />SPCo• Div. Engr. No. - D76-341 8o - A, So 5 43
<br />11�1111211 �i lilt, 11114 11LIlk jlj►jljqIIft illl 1;11
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