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— <br /> NMI <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 /> P. <br /> :"\-- -1- wASy q lY ;, <br /> �� d,' ' <br /> •� Ad(-- <br /> „,, ,,,,o,,, 23024 ��<v <br /> "�� Oslo A��E�� <br /> l <br /> PROJECT <br /> C6 <br /> Q <br /> C6 <br /> O ., <br /> T <br /> T <br /> T <br /> T <br /> T <br /> T <br /> TT <br /> coT <br /> Lt_1,) <br /> Z C)OWN I I I 0 <br /> O -I - - -f - - 1- 1 --r 4- -I �- - —T T -1 I - o -r I_ -I 1 --- i --r 4. -`-1 I - - - - I - I - I - - - I - - 1111 <br /> 1 <br /> \ -,.. <br /> I #5 ~ r3 I - "" . <br /> SHEAR DOWELS N �„ (3) #6M CONT 5/24Tx 0 <br /> I ® 12"oc, TYP UNO CHORD STL,TYP I <br /> I I I J- I I _� ��� - I I I I <br /> 15/24Tx6'-0"" r I PREVISIONS <br /> + 7ii,I <br /> NO. DATE <br /> I I I I — — — — � I R1 �� 6„x4-0"SQ LS8TXU , 1 _OP , 7/01/19 PERMITREVISIONS <br /> - - - I) - - I - - - I - - <br /> ii) - <br /> IS — ? , 0 o o <br /> 13/5T J 13�7T J 13/7T 13/5T 10'-Oo o b `I <br /> A 9/17/19 PERMIT REVISIONS <br /> 1/S3.5 12" PT SLAB #4 @ 12"oc .i F- r I_ _-I- - � <br /> v I I I ,�, I I I F"c = 6000 si I EW BOT, TYP I X I I -� <br /> j 5/24Tx6'-0" P S s N "' ° 4/12Tx8-0 <br /> \ II 1- <br /> II EL +131.0' 5/18Tx11 -O \ of 4 12Tx8'-0" <br /> � D' I I I "I "/�� ° � (3) #8/T CONT - <br /> I o I I I I x 11 0 - - -� -6 t <br /> 0 -. \ - - h- <br /> — — <br /> o� 5 36Tx68'-O" CD <br /> 5/24Bx12'-0" 5/6Tx16'-0"" <br /> 5/6E1(16'11' km-___---- up (i) • <br /> o - B _ � - SR1 - - - - - 4- - �0 I I , 110/7T 107`IT— -N - 16�7T�� - Ln11 T 11� ��1 Ill 10 5T I „ I I M I< �° 16�5T O <br /> A MITYP <br /> 4/12Tx8-0 12/S3.2 10/7T 10 5T 12 7T / o/13Tx46-0 / Lo <br /> j./ <br /> n <br /> �/'', I o o o I ) 6-0 / °5/12T CONT <br /> I --� 1 I <br /> r— ID <br /> 1 I ( :- t o I I o CO <br /> I I I I I �I 5/30B CONT II <br /> ,_ <br /> c., <br /> 5/6Tx18`-0" 5/12TX12'-0"9 " 1 0 5/6Tx12'-0" 5/6Tx15'-0" I <br /> r- -«V-ID <br /> ° r - - -r T T- T - T— —T — —� °)( 5 6Bx12'-0" 5/66x12" 0 — — <br /> 1 T17 - 1- - T- T - T -T -T -' T - T- -1 1 - - - I 1- 1 I T T T T T T T 17, VI <br /> I- - -1- -41) I \ I \ I \ I I I (4) #8/B CONT © 5/28/19 19-042 <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 /> C11) El) J (11) ICI_D G Cl.) (11) DO C 01 <br /> NOTES: LEGEND <br /> 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. NOTE: REINFORCING OVER COLUMNS <br /> 2 SEE DRAWING S3.1 FOR TYPICAL DETAILS. 10/5T <br /> 3. SEE S3.2 Sc S3.3 FOR TYPICAL PT DETAILS. <br /> 4. EL +X.XX <br /> j INDICATES TOP OF CONCRETE ELEVATION. V‘ ._._''---TOP (B=BOTTOM) co6 , BANDEDSIZE <br /> I <br /> 5. INDICATES CONCRETE COLUMNS BELOW THIS LEVEL NO. BARS 1 a o DIRECTION ON <br /> s <br /> SHEET TITLE <br /> \ BOTTOMT=TOP, <br /> x - CJ- - SLAB CONSTRUCTION JOINT <br /> BAR LENGTH <br /> SPACING <br /> SIZE STUD RAILS REQUIRED 0 COLUMN. MILD REINF L2 <br /> SEE DETAILS 10/S4.2 <br /> I - PLAN <br /> —\ i TYPICAL CORNER REINFTYPICAL RE-ENTRANT CORNER <br /> �I PER 11/S4.2 �� REINF PER 10/S4.2 <br /> ID SHEET NO. <br /> 1 S2 . 2-2 <br /> MILD REINFORCING L2 PLAN 3�32"-1'-0' <br /> . <br />