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HomeMy WebLinkAbout69vvumr\ rvnv i _I I +132'-1 1/4° - CATW ALK+ 131 '-2 1/4" B/GRATING (I ..LB/STEEL COLUMN, SEE PLAN COPYRIGHT Aspen Group, Inc. © 2009 I I 8'-6" (2) EQUAL SPACES I I &W41C7:l6I61IONII SEE FLAN JOIST, SEE PLAN SEAT FAB'D FROM 1/2" PLATE W/ (2) 3/4" DIA BOLTS & (2) 3/8" STIFF PLATES COLUMN, SEE PLAN 124'- 3 7/8" (23) EQUAL SPACES 1. WEB PROFILE REQUIRED TO ACCOMMADATE CATWALK PASS THROUGH. 2. JOIST GIRDER DEAD LOAD NOT INCLUDED IN INDICATED LOADS. I I 12'-2" (3) EQ SPACES I I I I I I "BG" JOIST GIRDER PROFILE - SCALE: 3/16" = V-0" SEE PLAN T/STEEL 9 3/4" PRECAST WORK POINT WALL PANEL I \\\\\\\\0Ili 11////// No. 870268 STATE QE r� �.. L: I 00 � J I L O Z W o METAL DECK, ROOFING, BEAM, r , cu Z SEE PLAN SEE ARCH SEE ARCH V c Q .� Q -j w '0 J �xY I SEE ARCH LL o F- T/PARAPET ., ...... _ SEE PLAN T/STEEL -r- W WORK POINT n� (� METAL DECK, ROOF, W CD SEE PLAN SEE ARCH cn m N O 3:U) U v, (.0 0 I I I JOIST, SEE PLAN JOIST, � SEE PLAN HALFEN "RESTRAINT ANCHOR" EACH SIDE BY PRECASTER 9 3/4" t WALL PANELST STABILIZER PLATE (VERIFY THICKNESS REQUIRED WITH JOIST GIRDER SUPPLIER). DO NOT WELD JOIST GIRDER TO STABILIZER PLATE. "BG" JOIST GIRDER DETAIL 2 SCALE: 1/2" = 1'-0" COLUMN, SEE PLAN 3/16 3/16 COLUMN, SEE PLAN DETAIL SCALE: 1/2" = 1'-0" ROOFING, SEE ARCH METAL DECK, SEE PLAN N co O � O > a Z U \AA C: X N Lu E O co � U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-502 LEI PROJECT #: 0954 W O'o W�� WcrQa W W cl U 2 Q 7 U � F- L < Q N W n � LL 2 U -0 Z m O_ E a Z C� a U O o w U) c I) > Lu m O LLI co Q v C) 10Z \\\\\\\\0Ili 11////// No. 870268 STATE QE r� �.. L: I 00 � J I L O Z W o METAL DECK, ROOFING, BEAM, r , cu Z SEE PLAN SEE ARCH SEE ARCH V c Q .� Q -j w '0 J �xY I SEE ARCH LL o F- T/PARAPET ., ...... _ SEE PLAN T/STEEL -r- W WORK POINT n� (� METAL DECK, ROOF, W CD SEE PLAN SEE ARCH cn m N O 3:U) U v, (.0 0 I I I JOIST, SEE PLAN JOIST, � SEE PLAN HALFEN "RESTRAINT ANCHOR" EACH SIDE BY PRECASTER 9 3/4" t WALL PANELST STABILIZER PLATE (VERIFY THICKNESS REQUIRED WITH JOIST GIRDER SUPPLIER). DO NOT WELD JOIST GIRDER TO STABILIZER PLATE. "BG" JOIST GIRDER DETAIL 2 SCALE: 1/2" = 1'-0" COLUMN, SEE PLAN 3/16 3/16 COLUMN, SEE PLAN DETAIL SCALE: 1/2" = 1'-0" ROOFING, SEE ARCH METAL DECK, SEE PLAN N co O � O > a Z U \AA C: X N Lu E O co � U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-502 LEI PROJECT #: 0954 W O'o W�� WcrQa W W cl U 2 Q 7 U � F- L < Q N W n � LL \\\\\\\\0Ili 11////// No. 870268 STATE QE r� �.. L: I 00 � J I L O Z W o METAL DECK, ROOFING, BEAM, r , cu Z SEE PLAN SEE ARCH SEE ARCH V c Q .� Q -j w '0 J �xY I SEE ARCH LL o F- T/PARAPET ., ...... _ SEE PLAN T/STEEL -r- W WORK POINT n� (� METAL DECK, ROOF, W CD SEE PLAN SEE ARCH cn m N O 3:U) U v, (.0 0 I I I JOIST, SEE PLAN JOIST, � SEE PLAN HALFEN "RESTRAINT ANCHOR" EACH SIDE BY PRECASTER 9 3/4" t WALL PANELST STABILIZER PLATE (VERIFY THICKNESS REQUIRED WITH JOIST GIRDER SUPPLIER). DO NOT WELD JOIST GIRDER TO STABILIZER PLATE. "BG" JOIST GIRDER DETAIL 2 SCALE: 1/2" = 1'-0" COLUMN, SEE PLAN 3/16 3/16 COLUMN, SEE PLAN DETAIL SCALE: 1/2" = 1'-0" ROOFING, SEE ARCH METAL DECK, SEE PLAN N co O � O > a Z U \AA C: X N Lu E O co � U FILE NAME: DATE: 4-13-10 DRAWN BY: DH SHEET: S-502 LEI PROJECT #: 0954