REV. REVISION CHANGES ECN Stewart Connector AO | AS DRAWN = IMMA 11118 Susquehanna Trail South Glen Rock, PA 17327-9199 http: //www.stewartconnector.com (717) 235-7512 Fax: (717) 235-7954 PART NO. SS6488SAPG4BARMK4 (30QuIN GOLD) PART NO. SS-6488SA-PG4BARMK450 (50ulN GOLD) EMI-RFI ONE PIECE SHIELDED, ESD GROUNDED "-PG4 DESIGNATES INCLUSION OF ALL SIDE PANEL GROUNDS "BA DESIGNATES INCLUSION OF ALL TOP AND BOTTOM PANEL GROUNDS "-RMK4 DESIGNATES KEY OPTION *,635 [16.13] MAX.} 3 = B & oa ae .298 [7.57] MAX .708 [17.98 + 148 [3.75] ~ HIGHEST POINT OF BEAM o XQ 2 5 5) 5 2, 8 oF o S, m3 _. a3 5 eG; = 8 | , o jJ\c Tf | I | bigest Poh | | i OF BEAM .040 [1.02] RMK4 KEY 137 [3.48] MAX 1050 [1.27] 1P L495 [10.79]-- TOL NON-ACCUM 025 [0.64] Re 100 [2.54] TYP 8 #.035 [0.89] (8) TOL NONACCUM = = _ A 9.062 [1.57] (2) aaa + @ | OP NOTES: 128 [3.25] 4 3 TOLERANCES COMPLY WITH F.C.C. DIMENSION REQUIREMENTS, #05 [318] (2) Ls 450 [11 ]-| is, * Qo DIMENSIONS SHOWN WITH "# TO BE CENTRAL 610 [1549 s ABOUT CENTER LINE. p> *.610 [15.49] -} DIMENSIONS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. P.C.B. RECOMMENDED HOLE LAYOUT j SEEN FROM COMPONENT SIDE AVAILABLE WITH: TOLERANCE +.003 [0.08] UNLESS OTHERWISE SPECIFIED LOADED 1 8 CONTACTS SHEET 1 OF 2 THIS DRAWING AND THE SUBJECT MATTER SHOWN THEREON | THIRD ANGLE PROJECTION }R* T. R. MECKLEY DATE 7-13-01 | A PRS A ARE CONFIDENTIAL AND THE PROPRIETARY PROPERTY OF TD BY: DATE Ee MER STEWART CONNECTOR ("SCS") AND SHALL NOT BE DAVE GUTTER 7-16-01 3046 REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT f=} APPO BY: TR MECKLEY DATE 7_16-(01 _ | PROECT NO. PRIOR WRITTEN CONSENT OF "SCS". THE SUBJECT MATIER UNLESS OTHERMSE SPEGHED TDWe No. RE MAY BE PATENTED OR A PATENT MAY BE PENDING. SCS TOLERANCES ARE +.005 [0.13] C1640274 AQ AStewart Connector VIIIIIISSSS http: //www.stewartconnector.com 11118 Susquehanna Trail South Glen Rock, PA 17327-9199 (717) 235-7512 Fax: (717) 235-7954 REV. REVISION CHANGES ECN AO AS DRAWN = PART NO. SS6488S-APG4BARMK4 (3QuIN GOLD) PART NO. SS-6488SAPG4BA-RMK450 (50QuIN GOLD) 1300 K 1200 1100 [ 1000 900 [ 800 700 [ / 600 / 500 400 300 200 GRAMS OF FORCE / GROUNDING BEAM PS 100 Q mem 2 + +.005 S w geo. Ss 8s | es re | -.020 PANEL GROUNDING BEAM DEFLECTION S.0.S. = SUGGESTED OPENING SIZE ban a .275 [6.99] MAX. _ = - POINT OF CONTACT WITH PANEL -| .080 [2.03] 8 THE SUGGESTED PANEL OPENING IS INTENDED TO GIVE THE USER THE ABILITY TO HAVE REASONABLE JACK / PANEL CLEARANCES YET MAINTAIN RELIABLE GROUNDING CAPABILITY. THESE VARIABLES CAN BE ADJUSTED IN EITHER DIRECTION BUT MAY CARRY SOME CONSEQUENCES IN THE FORM OF LOWER MATING FORCES OR TIGHTER ASSEMBLY TOLERANCES. FORCE VALUES ON THE GRAPH ARE GENERAL AVERAGES TAKEN AT THE POINT OF CONTACT SHOWN ABOVE. THE SUGGESTED PANEL OPENING INCLUDES APPROXIMATELY .020 CLEARANCE ON THE SIDES AND TOP AND .013 ON THE BOTTOM, AT PANEL OPENING. p00 [0.0] TOP OF PCB TO BOTTOM OF OPENING) SUGGESTED PANEL OPENING .010 [0.25] MAX. RADIUS (4) SHEET 2 OF 2 THIS DRAWING AND THE SUBJECT MATTER SHOWN THEREON ARE CONFIDENTIAL AND THE PROPRIETARY PROPERTY OF STEWART CONNECTOR ("SCS") AND SHALL NOT BE REPRODUCED, COPIED OR USED IN ANY MANNER WITHOUT PRIOR WRITTEN CONSENT OF SCS. THE SUBUECT MATTER MAY BE PATENTED OR A PATENT MAY BE PENDING. SCS THIRD ANGLE PROJECTION |8 8 7. R. MECKLEY DATE 743-01 _| OANA PROPOSAL DRANG cKD BY: DAVE GUTTER DATE 746-01 | FRMMAR 3046 } f=} nPORE TR MECKLEY DAE 746-01 [PRETO TOLERANCES ARE #008 [2015] | CT640274 FE A0