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S. F <br /> of WAS0 `$)' <br /> ilitk'\ A. <br /> sfa40 At <br /> a // yf ��� 5FA Design Group.uc <br /> In ` s`rl$ all utux.wa6apmm <br /> s IorrnL �� <br /> (E) CHIMNEY I- <br /> 1 EXPIRES: 12/24/24 EC <br /> .._ ....__ 1 j o O <br /> ill- ,- I - n <br /> a ; (E) CONC CHIMNEY FOOTING /MECHANICAL TUBING Q p <br /> a t <br /> d' •a +— — <br /> • W E. <br /> e a d a � 33 <br /> I II Z z < SS <br /> ` 0 CO < <br /> la d °l-I <br /> p zY � <br /> II I III STEEL BEAM PER PLAN II Q W O W <br /> ,, - III— H SAFEBASE BEAM CRADLE PER • I Z o o ct <br /> — I <br /> 11LU <br /> 111= PLAN & GENERAL NOTES Z N > <br /> III—I_I d:! 11 O 1-1-1w <br /> 1 1-11I— I THREADED ROD PER PLANcl. • • , Z <br /> _ AND GENERAL NOTES (MAX a a ' ° <br /> I 1 I I=I . 0'-3" UNBRACED LENGTH) . °° a UJ <br /> THREADED CAP PER PLAN • ° a'' <br /> 11 .. : � w <br /> 11 I—I I 'l \ AND GENERAL NOTES ° d ° MM <br /> e °d .a d a °. CCW <br /> 11I—: MAIN TUBE PER PLAN AND a w <br /> _ Q <br /> 1-11 GENERAL NOTES (CUT TO t k==_=-1 — <br /> I —1 l— LENGTH (4'-0" MAX)) ` <br /> 1 I- <br /> 1 I MI I LIGHTFOOT XL PER PLAN STEEL BEAM PER PLAN 7 <br /> 11 —I AND GENERAL NOTES STABIUZER <br /> 1 1=111- <br /> 11=11 (E) INTERIOR GRADE 1'-0" _ DETAILS <br /> I I-1 ! 1 - REVISIONS <br /> 1 1-11 <br /> 11E11— <br /> , 111-11 . <br /> -' 11=111-1 I 'Ill'hI 111= 11 111 I ,1 , <br /> 11,;,1 1,;,1 —III— I=111=111,1 1,;,11 <br /> STEEL BEAM END CONDITION PROJECT NO: <br /> MFR22-280 <br /> (E) COMPETENT NATIVE SOIL _ DESIGNED BY: <br /> BE <br /> CITY O �� ��"E `ITT RA <br /> DRAWN BY: <br /> NOTES: NOTE: <br /> E e E ; E- FOR CHEC <br /> DAKEDcvR BY <br /> ATETE: <br /> 1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S 02.24.202s <br /> REF 1/S4.4 FOR CALLOUTS IN COMMON <br /> 2. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY SHORING (N) STABILIZER W/ SUPPLEMENTAL BEAM SHEET NO: <br /> 0(N) STABILIZER TO (E) CHIMNEY DETAIL S4.4 <br /> SCALE: 1"=1'-0" SCALE: 1"=1'-0" <br />