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. R <br /> MIMI <br /> OMNI <br /> ® FOSSATTI PAWLAK <br /> STRUCTURAL ENGINEERS <br /> 1735 Westlake Ave N,Ste 205 , <br /> Seattle,WA 98109 <br /> Phone:206.456.3071 <br /> Fax:206.456.3076 <br /> www.fossatti.com <br /> fiiii;'* <br /> z �j , <br /> ..;,v\-T,t, 23024 41 w <br /> ''',4 �f 1LRA L E O%,`�. <br /> ZONAL � <br /> PROJECT <br /> CO <br /> Q <br /> ai <br /> 0 DO .. <br /> 5- A <br /> L T <br /> TTTT! TT <br /> t) <br /> ► I ► I p <br /> M <br /> O MO O <br /> O - -1 - - -t - - I- ----1--- -f czi <br /> -I . - _ r _ r -I T - �- T � -I T - -r- T `�� -I - __ I - - - I - I - - I - - - I - - O <br /> 1 1 1 I <br /> N rJ �N , 1 I I I I I REVISIONSP <br /> w <br /> csi NO. DATE <br /> MO I LAO MO CD <br /> I O I- -I I I O I O L _ HI • Ir -� I I <br /> - <br /> _ 10.�16.0 -�I - 10.5/16.5 -"1 8.0 8.0 I I 7/01/19 PERMIT REVISIONS <br /> 0 - - C•7- -3.-5 f al I - - I C•� f• - C•� , - - - -ram_ - 18.4 k/fl - - - - 41)- - <br /> - - - - - -� - - -�-641:11 4.253.75 5.2� <br /> us <br /> L_J 4.75 L_J 2.5 8.0 r 6.0 <br /> L A 9/17/19 PERMIT REVISIONS <br /> I I I I I I I I I I - �k � --1 I <br /> In c �, I I <br /> •N I N •N N N p l.C� •c.i •I� •p I <br /> �t CV N N I _I.C) O <br /> co <br /> cp <br /> II <br /> I I I I I I I I U M U 1- - - N� - - -L _ I <br /> . 1 <br /> ut_m_4=,s r_ 0 <br /> - - cr 7.0 . . 0 3 I 10.0/16.0E i <br /> -O6.0 I ' <br /> - 2.75 - 61315,1i �_.25� 6.75 -3 <br /> c o <br /> II I - 3.75 - _ �? - � 5 <br /> I a' 1 <br /> L _J -1--------------- - n.0 " - <br /> I 3.5 co _ <br /> 2.5 8. - va'' <br /> .. . <br /> 55 8. d - <br /> 2_.5 -8 0 -Lii5 a; 6.UI � �J1U.0 <br /> . •I 7.2 i `c'- <br /> ,2.-7 <br /> 5 - <br /> F=1018.4 k/ft <br /> - 0 <br /> - I <br /> 16.0 <br /> p O <br /> Ln In In •p <br /> I 4 I I I I I I I M I I CV °rC I I <br /> J . <br /> O p I <br /> I''� �cD= T cD <br /> 1 1 I (f T T T T T T T T 7 r•- <br /> O I GInA <br /> 41) <br /> - - L - 1 T J us - .�. -T = i- - T - T- T - T - T - T- T - T- -1 1 - - - - 60IC I -.� I T T- T T -1" T T � - - 6.0 I I - +- 6.0 <br /> - 5/28/19 19'�fZ a) O I CD I O I O CDO I p O O <br /> DATE JOB# <br /> TCB FPP <br /> DESIGN CHECKED <br /> I I I I I I I I I I I I BDS AS NOTED <br /> DRAWN SCALE <br /> (-_[_) <br /> K (lb CID G (ii7) E DO C 0 (1-Di <br /> LEGEND <br /> NOTES: TOP OF PT SLAB <br /> 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. <br /> 2 SEE DRAWING S3.1 FOR TYPICAL DETAILS. PT TENDONS <br /> 3. SEE S3.2 & S3.3 FOR TYPICAL PT DETAILS. <br /> 4. EL +X.XX' INDICATES TOP OF CONCRETE ELEVATION. <br /> 5. ED INDICATES CONCRETE COLUMNS BELOW THIS LEVEL <br /> X <br /> x <br /> 6. SEE S2.2-2 FOR MILD REINFORCING <br /> TOP OF PT SLAB <br /> PT TENDONS SHEET TITLE <br /> LIGV <br /> COL PT SLAB L2 <br /> CALLOUT TYPE "XX/YY" WHERE PT SLAB THICKNESS VARIES PLAN , <br /> 0 <br /> m z BANDED I <br /> TENDONS 110 <br /> 5 Z o DIRECTION SHEET NO. <br /> A <br /> S2 . 2- 1 <br /> PT SLAB L2 PLAN 3/32„-1'-0 3 <br />