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Plans �. NOTE GLULAM MEMBERS MARKED AS"EXPOSED ARCHITECTURAL GRADE"BY ARCH SHALL BE CONSTRUCTED TO MEET FIRE RESISTIVE REQUIREMENTS:ONE CORE LAMINATION SHALL BE REPLACED WITH A TENSION LAMINATION ADDED a s a TO THE OUTER TENSION ZONE. +/ m • • a • 2 / Catena s,6 A BEAM MAY BE W CONTINUOUS(24F- 8) SHIFTED SHORT WALL SOUTH T SO 'a CCO COLUMN C P 0+• THAT BEAM RUNS A STRAIGHT LINE /� tena 1.15-+6 " 6' s PARALLEL TO GRID 7. M •• TO BE DOCUMENTED IN V ARCHITECTURAL BULLETIN 210. SEE NOTES FOR WALL SHIFT BELOW- t^ - •SERA 111&2016 s V � to s •MO 1 • W A to I HI I TYPIIt AT J01 EXT SKEW CONN.LINO g g S S' SI BLUE CLOUD f $ $ $ $ $ $ DENOTESEXPOSED "' ba ARCHITECTURAL OC t GRADE GLULAM TYP VERIFY FTtAMI G- WAILS AND BEAM UGN IN STRAIGHT LINE,PEA sf •SERA,1/18/2016 full STRiJCT VS CJi STRUCT.ARCH TO PROVIDE REVISED LAYOUTS g $ $ $ bp t Catena 115+6MEIJI S; ft MCH TO VERIFY "m Ion e Jena +iS18 LL. It 4- 8 g g I N �FE35}ti:.. 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" Z 00110 "4x7413e0MSe30LC0L S i0 a :..t. �"�- w n sem 34ax11.7/820.4eLsC-M 12 21 292 L —I 1-1018 eh xa rrszeenILIS ~ xa rrs=.37n1.a 132. 132 w xa 5413x13-113111111111 1: . x12 x11040 u u D-U o m¢ 3 1, DO NOT NOTCH BCI JOIST FLANGES Q QQ J FOR ANY REASON,TYP. =G- <w 2.SHIFT BCI JOISTS UP TO 3'TOIL ¢o AVOID PLUMBING DROP,TYP � LU 3.REFER TO THE STRUCTURAL 2 m DRAWINGS FOR ALL NECESSARY DETAILS,TYP. Q , N LEGEND: Z� ADD=ADDITIONAL JOIST � 9 BBO=BEAM BY OTHERS ::) ED BK=BLOCKING PANELS(FIELD CUT) (.n C=COLUMN DB=DROPPED BEAM �f FB=FLUSH BEAM _`A H=HANGER �1O`_ OJ=QTYAND BCI JOIST \`vLGR=LEDGER r(L RM=RIM BOARD SS=STAIR STRINGER Job*:15-001594 Omxornm>~�O •` Q SPACE BCI JOISTS AT 24"OC F0� LION,TYPICAL. January 4,2016 \-\O FLOOR UNIFORM DESIGN LOADS: By:Ron Bull TFIF 11- F 40 PSF LL,25 PSF DL THESE PRODUCT PLACING PLANS WERE PRODUCED FROM Scale:1/8"=1' DRAWINGS B BLDG 2 - 4TH LEVEL PLACEMENT PLAN DATED 12/1512015,AB04 ENGINEERS Sheet 15/15