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1.EMBEDDED <br /> RODS,NUTS,HARDENER WASHERS AND CO ANY OTHER <br /> UT ENCHORER RODS, <br /> ARE TO BE FURNISHEDWASHERS <br /> BY CONTRACTOR. <br /> HARDENED 2.ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE <br /> WASHER SHEAR AND TENSION PER AISC SPECInCATONS(FY-36KSI). <br /> 4 @ @ 4"602mm) gg (ASTM F1554 GRADE 36)ANCHOR ROD LENGTH,EFFECTS <br /> PROJECTION L OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD <br /> OF TRANSFERRING FORCES FROM ANCHOR RODS TO <br /> W1D1M VAD1H WIDTH VARIES FOOTINGS ARE TO BE DETERMINED BY OTHERS. <br /> S K' - b' - kk 3.UNLESS OTHERMSE SPECIFIED,ANCHOR RODS ARE DESIGNED <br /> - JE <br /> w BOTTOM OF COLUMN CO UMN OF "SNUG n HT'WNNEc CAST -PLACE•ANCHOR RODS WITH <br /> wBASE PLATE ELEV. BASE P4.FOUNDATION MUST BE LEVEL SQUARE AND SMOOTH. <br /> ZOD ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN <br /> -TOP OF FOUNDATION-CONSIDER ON THIS DRAYANG OR STEEL WILL NOT FIT.THE BUILDER <br /> } ANY SPACE BETWEEN THE FOUNDATION IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS <br /> m AND CIXAIMN BASE IN ANCHOR ROD L <br /> ROUT PD2 AISC CODE OF STANDARD PRACTICE,SEC 7.5 <br /> LENGTH REQUIREMENT VARIATIONS ARE SUMMARIZED BELOW;CENTERS OF ANY TWO AR'S%THIN A COLUMN BASE <br /> GAGE GAGE = 1/2"(13mm) GROUP;+-1/8' <br /> b.CENIERS OF ADJACENT AR GRQUPS;-Ile <br /> 2 1�2"JI�yI�IL2 1�2" I ITHE 4'S A SUGGESTED MIINIMUMV TOTHE ENSUREOAD OF THE EDUATE BAEP ROD FLUSH =0"(Dmm) c.TOPS OF AR'S;+-1/2' <br /> 4mm rE LENGTH.A DIFFERENT PROJECTION MAY DE REQUIRED ANCHOR THE d.ACCUMULATEDALONG DIM BE QUEEN NTERS PER O F AR NOT <br /> rL FOUNDATION DESIGNER. <br /> EXCEED 1"TOTAL <br /> 2 (411 1 2•D1,.GR36 A..—Eoae D3 (4)1 III"Dle.1 Anchor Rode D4 I{)1 1/2.01..6R36-.h-Rona THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IF e.DIM FROM CENTER OF ANY AR GROUP FROM COLUMN <br /> 1(4)1 1/4•D—M36 Anchor Rode e1et.W-1�-1•D-1�-1• Pl.e.a-1•-1.1'1•-1• plat.r-1•-o•D-1•-1• THERE S INTERFERENCE NTH OTHER PARTS. TYPICAL COLUMN LINE;+-1/4' <br /> 1.t.R_1•-1-D_1•-1- 1m: A-1�-o• Dw: A_1•-o• D1A: A-1•-o• BASE PLATE DETAIL 5.DESIGN LOADS ANO REACTIONS ARE FURNISHED IN THE <br /> !m: A-1'-D' ga-fi"Pitch-6•Edq.Dut-4" Gn—pitch-6•Edg.Mt-4- Gagr6•Pltah-6"Edg.0nt-4• SUGGESTED ANCHOR ROD PROJECTION REAcnaNs REPORT. <br /> 1...-1ao•-1• E1.v-100�-0• 1...-too•-r E1...-1oD•-1• <br /> 4 Q Q Q 4 4 4 4 Q <br /> t Y i <br /> iDl iDI ip1 D1 Dl Dl D2i 63 D6 <br /> o- <br /> o- I <br /> o- <br /> o- <br /> o- I <br /> 1 Dl <br /> 1 1 DI DI D2! 'D3 D4 <br /> x x x1 xKwMfSs <br /> 251_0. 2g,_D. 25,_p. 26,_DTI 24._0" k-L 25._D" 1. 28,_D"�{, <br /> �( 58 <br /> 1501-0" 61•-D" CIT' )F EVERt VFt <br /> TONAL`" <br /> i <br /> aD ANCHOR ROD PLAN REV'iEi 'D FOR PERMIT aD 04i09i201 s <br /> - <br /> Di1•_D- R1 mension Key Finished Floor Elevation-100'-0"(Unless Noted Otherwise) PERMIT SET-For Building Dept.Approval <br /> <'>THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE VP ENGINEER'S SEAL APPLIES ONLY TO THE THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. D VP Buildings <br /> WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE <br /> BAYS.COLUMN BASE REACTIONS,BASE PLATES AND ANCHOR RODS ARE PERFORMANCE REQUIREMENTS SPECIFIED BY ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE.IT SHALL NOT BE MODIFIED, 3200 Players Club Circle Memphis TN 38125 ANCHOR ROD PLAN <br /> AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT E RELOCATED VP.THE VP ENGINEER'S SEAL DOES NOT APPLY REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP _ <br /> WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEEER. REV DAB By D "IPTpL 6uILDEH CHO Builds ems,Inc. MBNO <br /> 8-0 <br /> TO THE PERFORMANCE OR DESIGN OF ANY BUILDINGS. 18-040735-01 <br /> OTHER PRODUCT OR COMPONENT FURNISHED THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD 01S1OA"Cadman DATE <br /> BY VP EXCEPT TO ANY DESIGN OR QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, <br /> PERFORMANCE REQUIREMENTS SPECIFIED BY DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND LOCATION Everett,Washington VP BUILDINGS DRAg�oE3C/K 019 <br /> VP. INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,INCLUDING THE CORRECT USE OF PROJECT Cadman Everett Bldg 2 vARco PRUDEN LND <br /> TEMPORARY BRACING. eullceas Pop A cvIatpM: 218.2by anE <br /> NITS 28103 vPc vERsmN: 2018.2b q <br /> 415/20119 10:56:24 Cadman 2 adNdano B eSmpa edml g.Nam A e a <br />