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REFERENCE NOTES: <br /> 1. ALL BOLTED AND WELDED JOINTS ARE DESIGNED FOR FORCES FROM CODES AND LOADS SPECIFIED BY CONTRACT AS SHOWN ON CODES AND LOADS PAGE OF THESE DRAWINGS (PAGE 2), <br /> 2, CONNECTION DETAILS SHOWN ARE REPRESENTATIVE OF TYPICAL CONNECTIONS. FOR CONNECTION SPECIFIC INFORMATION SEE FRAME CROSS SECTIONS FOR PLATE THICKNESS, AND NUMBER AND <br /> SIZE OF BOLTS, <br /> 3, SEE DETAIL 1 FOR MOMENT CONNECTION BOLT CONFIGURATIONS. NUMBERS INDICATE CDNFIGURATION ID NUMBER. SEE "BOLTED END—PLATE CONNECTIONS" TABLE IN THE DESIGN CALCULATIONS <br /> FOR MEMBER SPECIFIC PLATE ID NUMBERS CALLED FOR BY DESIGN FOR EACH CONNECTION. <br /> 4, ALL WELDING IS DONE WITH E70 LOW—HYDROGEN ELECTRODES IN ACCORDANCE WITH AWS AS—FILLER METAL SPECIFICATIONS AND CSA STANDARD W48—FILLER METALS AND ALLIED MATERIALS FOR <br /> METAL ARC WELDING, WELD PROCESSES USED IN BBNA SHOPS ARE GMAW HAND WELD AND SAW MACHINE WELDING, ALL SHOP WELDING IS DONE BY AWS OR CWB CERTIFIED WELDERS, <br /> 5. FILLER METALS MEET OR EXCEED REQUIREMENTS OF AISC-341 — SEISMIC PROVISIONS FOR DEMAND CRITICAL WELDS. MINIMUM CVN OF 20 FT—LBS ® 0 DEG F AND 40 FT—LBS Cam? +20 DEG F, <br /> 6, 3—PLATE FLANGES, WEBS, AND HISS SECTIONS MAY BE RANDOMLY SHOP SPLICED WITH CJP WELDS TO MAKE UP A FULL LENGTH SHIPPABLE MEMBER, <br /> GUSSETS WHEN REQUIRED BY DESIGN "k" GUSSETS WHEN REQUIRED BY DESIGN <br /> FLUSH — UNSTIFFENED <br /> STITCH <br /> 11IFFET <br /> M77T <br /> CJP TYp 1 1/2" — 3 (10 GA, WEB) <br /> 2 — 5 (3/15 & 1/4 WEB)tRAFTER <br /> 4 — B (5/16 — 1/2 WEB) <br /> EXTENDED — UNSTIFFENED _ ---_— --_ oU S ROWS <br /> — OUT <br /> o v o v v o ❑ o a o o a o ❑ o 0 0 o ALTERNATE <br /> BOLTING <br /> TIT . o 0 o a a o 0 0 0 0 0 0 o PLATE❑ o a o 0 0 <br /> a o 0 o STIFF, (S,W.) <br /> TYP <br /> ROWS <br /> 31 32 33 71 72 73 RON S ROWS IN <br /> EXTENDED — STIFFENED (GUSSET) ALTERNATETMT <br /> o a <br /> o 0ITT <br /> BOLTINGRIDGE <br /> ❑ D a o ORO P PLATE ONE OR <br /> CJP ` TWO SIDE <br /> ` FILLET <br /> STITCH � <br /> 41 42 43 81 82 83 1 1/2" — 3 (10 GA. WEB) ` " I DESIGN MEMBER DEPTH <br /> MINIMUM BOLT SPACING IS 3" U.N,O, 2 — 5 (3/16 & 1/4 WEB) CJP <br /> 4 — 8 (5/16 — 1/2 WEB) ` ` ALTERNATE <br /> SEE "BOLTED END—PLATE CONNECTION" SECTION OF * BOLTING <br /> DESIGN CALCULATION FOR PLATE ID PLATE <br /> DETAIL 1 MOMENT CONNECTION CONFIGURATIONS DETAIL 2 HAUNCH CONNECTION DETAIL 3 BOLTED RAFTER SPLICE CONNECTIONS DETAIL 4 FRAME CONNECTION AT INTERIOR COLUMN <br /> FACE BOLTED SHOWN-TOP BOLTED Sill TvnD s7a 'HELD srD. <br /> FLANGE PLATE GENERAL NOTES: <br /> THE FILLET WELD SHALL BE <br /> COLUMN (CX—) OR (ICX—) COLUMN (TCX—) OR (PCX—) CONTINUOUSLY SUBMERGED ARC <br /> WELDED ONE SIDE OF THE WEB TO <br /> I fWEB PLATE BOTH FLANGES AS ILLUSTRATED. THE <br /> f1(INIMUM FILLET WELD SIZE SHALL BE <br /> TAKEN FROM TABLE BELOW. <br /> fSS <br /> I I <br /> I <br /> ONE OR i TUBE OR PIPE COLUMN MIN, �~ <br /> TWO SIDE I con) <br /> Oj^ <br /> FILLET I <br /> I I <br /> I I MINIMUM FILLET WELD SIZES (USA, CANADA& MEXICD) (AWSD1,1-TABLE 5,B) <br /> I I <br /> I FLANGE THICKNESS <br /> TnI WEG OR LESS <br /> I/4" 5/w, 3/0, 1/2' 5/9.. 3'.. 1. 1 1/5' 1 1/4' 1OVER 92 <br /> ONE OR 10 GA I/u. ,/8" I/8" 1/8" 1/w 1/8' 1/8" 1/8' I/e" I/e'• ice" <br /> TWD SIDE I I <br /> FILLET BASE PLATE BASE PLATE 8 GA '".. Imo" 1/e'. �� 1/a" 1/9' 1/6" 1/6• ' ' ' <br /> OR CJP .. ,�.. ,,.. `rS/pNp�fl. <br /> 3/16" I/8" IAS 1/8" 1/8" 1/8" 1/8' 1/8' 1/8, 3/18 3/I6' 3/15' <br /> I/8'• 1/8" 1/8" 1/8' 1/6'• 3/1B' 3/1B' 3/IB• 3/16­ <br /> VIP* 9 <br /> 5/16'• 1/B" 1/E" 3/16" 3/16" 3/I6" 3/W 3/16" 3/16•' 3/1B' 3/16' 3/16•' <br /> 3/8" I/8" 1/B• 3/16" 3/16" 3/i6•• 3/16•' 3/16'• 3/1B' 3/16' 3/I6• 3/16" <br /> 1/2" 1/6" I/8" 3/16" 3/16" 3/16" 3/16•' 3/16" 3/16•' 3/16•' 3/IB' 3/16" PRIMARY FRAME CONNECTIONS <br /> I/e" 1/S" 3/16" 3/16" 3/10•' 1/4" 1/4" 1/4• 1/4" I/4•, 1/4'• BOLTED AND WELDED <br /> 2 3/4" I/e. 1/8'• 3/16•' 3/16" 3/1B•' 1/4" 1/4'• 5/16•' 5/16' 5/18" 5/16" oa.WM er cxEceED er GROUP NUMBER- <br /> RT B8 <br /> TYPICAL BASE PLATE CONNECTION TYPICAL BASE PLATE CONNECTION TYPICAL NOTES BBsr B[LEASE o4,F BEV SO D4,[ <br /> DETAIL 5 ME Pule 70 eou11/N WELD SM. DETAIL 6 SAW PLATE TO Ca N NELD 91a DETAIL 7 —CAL mcrON T u euL,- wi Eu6Ers 07/01/09 08/08/1 7 B R D 5 0 04 <br /> PERMIT SET-For Building Dept.Approval <br /> THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings <br /> TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 3200 Players Club Circe Memphis TN 38125 PRIMARY FRAME CONNECTIONS(MRD50) <br /> DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT <br /> REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS- REv DATE av DEscRpnoN BULDER CHG Building Systems,Inc. 18-040734 <br /> TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE G115TOA9ERCadman GATE <br /> ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS OCATIO" Everett,Washington VP BUILDINGS 4.5.2019 <br /> FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS R DRAWN,CHECK <br /> DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaeCT Cadman Everett Bldg 1 jac <br /> REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS BULOER's Pop 28103 vPcvERsioN 2018.2b PAGE28 <br /> 4/5/2019 11:54:41 FILEN,kME:Cadman 1 a dluislon of Biasoope Buildings North A-1a,ry <br />