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5N -B �\ -B I .- NUT 1.ANCHOR RODS,NUTS,HARDENED WASHERS AND ANY OTHER <br /> "f i7T7"{ HARDENED EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. <br /> + +x—} +x—� WASHER 2.ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE " <br /> C7 _ E E - —4"(102mm) SHEAR AND TENSION PER AISC SPECIFICATIONS(FY=36KSI). <br /> z Pn E z E BL (ASTM F1554 GRADE 36)ANCHOR ROD LENGTH,EFFECTS <br /> 4- w F. , w PROJECTION <br /> �a ---''',2 OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD <br /> VARIES OF TRANSFERRING FORCES FROM ANCHOR RODS TO <br /> FOOTINGS ARE TO BE DETERMINED BY OTHERS. <br /> - - BOTTOM OF 3.UNLESS OTHERWISE SPECIFIED,ANCHOR RODS ARE DESIGNED <br /> WIDTH WIDTH z W BOTTOM OF COLUMN COLUMN AND DETAILED AS"CAST-IN-PLACE"ANCHOR RODS WITH <br /> 2 v2" I jr, �2 112" 2 112" I 12 1/2^ Z o BASE PLATE ELEV. BASE PLATE "SNUG TIGHT'CONNECTIONS. <br /> T" , T 4.FOUNDATION MUST BE LEVEL,SQUARE AND SMOOTH. <br /> 64mm 64mm 64mm 64mm - m ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN <br /> C C -TOP OF FOUNDATION-CONSIDER <br /> >- ANY SPACE BETWEEN THE FOUNDATION 1 ON THIS DRAWING OR STEEL WILL NOT FIT.THE BUILDER <br /> CO AND COLUMN BASE IN ANCHOR ROD ( di <br /> STD=112"(13mm) IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS <br /> LENGTH REQUIREMENT PER AISC CODE OF STANDARD PRACTICE,SEC 7.5 <br /> VARIATIONS ARE SUMMARIZED BELOW; <br /> GROUP;CAM" <br /> a.CENTERS OF ANY TWO ARS WITHIN A COLUMN BASE <br /> THE 4"PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE FLUSH=0"(0mm) b.CENTERS OF ADJACENT AR GROUPS;--714" <br /> IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD - C.TOPS OF ARS;4.1/2" <br /> Dl (4)3/4" Dia. GRt36 Anchor Rods 133 (4)3/4" Dia. Gii36 Anchor Rpds LENGTH.A DIFFERENT PROJECTION MAY BE REQUIRED BY THE d.ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS <br /> FOUNDATION DESIGNER. - ALONG COLUMN LINE;4-1/4"PER 100Fr.,NOT TO <br /> Plate W9" L=1'-5" Plate W=10" L=1'-5" THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF EXCEED 1"TOTAL. <br /> THERE IS INTERFERENCE WITH OTHER PARTS. TYPICAL COLUMN e.DIM FROM CENTER OF ANY AR GROUP FROM COLUMN <br /> LINE;4-1/4" <br /> Dim? Pro" TOA° <br /> BASE PLATE DETAIL 5.DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE <br /> rev.=loo'-6" Ele rev.=loo'-6" SUGGESTED ANCHOR ROD PROJECTION REACTIONS REPORT. <br /> 0 0 <br /> D1 D3 D1 <br /> I II <br /> 1 1 <br /> I <br /> 1 1 <br /> CO ZO <br /> I 1-1 <br /> 1 <br /> I <br /> 4 00 ` --I----- �_ ______-- I \ <br /> N <br /> M <br /> I 1 I <br /> 1 <br /> I <br /> 1 1 1 <br /> o{ li■ <br /> * WAS 1 <br /> rc, N� <br /> tl D3DI <br /> -.4© <br /> 26'-6" 26 "'_6 �� 40 <br /> � ..4.4. F,4 <br /> or <br /> . 55'-0" / <br /> IONAI^ <br /> BL Bt, <br /> - 2/25/2016 <br /> 1 1'-0" Alm RCD PLAN <br /> ❑ Dimension Key Finished Floor Elevation=100'-0"(Unless Noted Otherwise) FOR CONSTRUCTION <br /> it <`>THE BUILDING IS DEIGN U WI I H BRACING DIAGONALS IN I HE1J .6 GNA i)=U THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF <br /> BAYS. COLUMN BASE REACTIONS,BASE PLATES AND ANCHOR RODS ARE TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings ANCHOR ROD PLAN <br /> AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 <br /> WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY VP.THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP <br /> o VP ENGINEER'S SEAL DOES NOT APPLY BUll DINGS REV DATE BY DESCRIPTION BUILDER Commercial Design Consultants iJOB# <br /> 15-023031 <br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 02/16/2016 SHV FINAL DRAWINGS CUSTOMER <br /> Boeing Commercial Airplane Group DATE <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION Everett,Washington VP BUILDINGS 3/28/2015 <br /> S FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWN/CHECK <br /> $ DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT Boeing Skydrol Mule Storage 4fR0OPp1DEN SHV <br /> A BIBeSooSteel Company <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BUILDER5 PO" <br /> 15-1208 VPC VERSION 2015.2 PAO- <br /> L FLUME' C:\Vision\Building Files\15-023031\BoeingSkydrol Mule Storage ANCHOR ROD PLAN.dwg SAVE DATE:2/22/2016 SAVE TIME:08:59:50 LAST SAVED BY: Vargs aa-SnofBlveS eBww NwnAme�,mc. <br />