3003 W CASINO RD BLDG 45-63 2019-07-16

U E < WIDTH f NUT 1.ANCHOR RODS,NUTS,HARDENED WASHERS AND ANY OTHER " ,E + + —°-- HARDENED EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR ilii /p— B WASHER 2.ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE _ 4"(102mm) SHEAR AND TENSION PER AISC SPECIFICATIONS(FY=36KSI). (ASTM F15.54 GRADE 36)ANCHOR ROD LENGTH, 1 p PROJECTION B OF EMBEDDEDANCHOR ROD EDGE DIMENSIONS DCMETHOD VARIES OF TRANSFERRING FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. o BOTTOM OF 3.UNLESS OTHERWISE SPECIFIED,ANCHOR RODS ARE DESIGNED = D: BOTTOM OF COLUMN COLUMN AND DETAILED AS'CAST-IN-PLACE"ANCHOR RODS WITH —� MI z o BASE PLATE ELEV. BASE PLATE 'SNUG TIGHT'CONNECTIONS. L 4.FOUNDATION MUST BE LEVEL SQUARE AND SMOOTH. Dim.E 7 L I Dim.E -I m TOP OF FOUNDATION-CONSIDER ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN TTT 1 t ON THIS DRAWING OR STEEL WILL NOT FIT.THE BUILDER C m>' ANY SPACE BETWEEN THE FOUNDATION AND COLUMN BASE IN ANCHOR ROD IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS LENGTH REQUIREMENT PER RISC CODEIONSARE OF STANDARDSUMMARIZED PRACTICBELOW;E.SEC 7.5 VARIAT D1 (6)1" Dia. C3236 Anchor Pods STD=1/2"(13mm) a GR UPRS OBF ANY TWO AR'S WITHIN A COLUMN BASE Plate F1=l'-0" L=2'-1" THE 4"PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE FLUSH=0"(0mm) b.CENTERS OF ADJACENT AR GROUPS;+-1/4" ISA SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD c.TOPS OF AR'S;+-1/7 Dim: A= 3 1/2" LENGTH.A DIFFERENT PROJECTION MAY BE REQUIRED BY THE d.ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS FOUNDATION DESIGNER. ALONG COLUMN LINE;+-114'PER 100FT..NOT TO Dim: C= 1 5/8" THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF EXCEED 1"TOTAL. THERE IS INTERFERENCE WITH OTHER PARTS. TYPICAL COLUMN e.DIM FROM CENTER OF ANY AR GROUP FROM COLUMN r=1 7/8" `E=4" LINE:+-1/4' SUGGESTED ANCHOR ROD PROJECTION BASE PLATE DETAIL 5.DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE E1eV•=100'-6" REACTIONS REPORT. O O I I I I I I I I iD � I I r I I I i ALLEN Di D1' �F W A s— -9 CI m- , 1- i k. -- r ,, `~ 0 00 1:e © 18'-0" I �O 4F�$7 •9 tp '' f0 T 20'-0" 7 L,' IO NA 1-f BL SL L 2/26/2016 l 1 0" ANCHOR ROD PLAN Dimension Key Finished Floor Elevation=100'-0"(Unless Noted Otherwise) FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF BAYS. COLUMN BASE REACTIONS,BASE PLATES AND ANCHOR RODS AREVP Buildings AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED ANCHOR ROD PLAN _ - DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 _ o WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY VP.THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP VP ENGINEER'S SEAL DOES NOT APPLY BUB DINGS REV DATE By DESCRIPTION BORDER Commercial Design Consultants 'JOB V7-1 15 022921-01 -ix TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 2/12/2016 DW vl PERMIT DRAWINGS CUST°MERBoeing Shared ServicesDATE - ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS we T'o" Everett,Washington BUILDINGS 2/18/2016 o FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS auWN ac s DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Glycol Load!Unload Canopy DWM COP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. ABCVERSIO Stet 2015.2c // NTS BUILDERS PC* 15-1208 VPC VERSION PADE�'7i � FRt"AME. CM/ision\Building Files115-022921-011P4 ARD PLN Boeing Glycol Load and Unload Canopy ANCHOR ROD PLAN.dwg SAVE DATE 2/18/2016 SAVE TINE:09:37:18 LAST SAVED SY; morgd ad o o s,oSwpeBWGogs Ha5Aroece.los. �/t-- --